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HomeMy WebLinkAboutB16-0232 040-400-073DRAWING INDEX DRAWING TITLE I PAGES Cover Sheet 1 Notes 2-3 Anchor Rod Plan 4 Primary Structural 5-19 Secondary Structural 20-29 Covering 30-40 Special Drawings 41 Standard Erection Details Planograph Details 42-47 DRAWING RELEASE HISTORY TYPE DATE DESCRIPTION Permit Drawings 1/27/2016 PERMIT SET- For Building Dept. Approval Permit Drawings Revised for Plan Check 2/29/2016 PERMIT SET -For Building Dept. Approval Building Separation: 1) The calculated longitudinal drift ( M) due to seismic loading is the elastic displacement (0.49) x deflection amplification factor (3.25) = 1.59 inches. Per Section 12.12.3 of ASCE7-10 adequate separation between structures must be provided. The required separation may be larger depending upon the calculated drift for existing/future buildings. Currently the only existing building is at grid 1 and sits below the height of this new building. 2) The calculated transverse drift ( M) due to seismic loading is the elastic displacement (1.86) x deflection amplification factor (3.0) = 5.58 inches. Per Section 12.12.3 of ASCE7-10 adequate separation between existing structures must be provided. The required separation may be larger de- pending upon the calculated drift for the existing building. 3) This building has not been designed to resist any externally applied loads from the existing building(s) or other adjacent materials not provided by VP Buildings. Therefore, all flashing or other attachments must be designed to tolerate the applicable differential movements in order to avoid accidental load transfers. I I I /EXISTINGDING / 13-7325(2 558) THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. MATERIALS 3 PLATE WELDED SECTIONS COLD FORMED LIGHT GAGE SHAPES BRACE RODS HOT ROLLED MILL SHAPES HOT ROLLED ANGLES HOLLOW STRUCTURAL SECTION (HSS) CLADDING GENERAL NOTES ASTM DESIGNATION A529, A572, A1011, A1018 A653, A1011 A572, A510 A36, A529, A572, A588, A992 A529, A572, A588, A992 A500 A653, A792 HIGH STRENGTH BOLT TIGHTENING REQUIREMENTS GRADE 55 GRADE 60 GRADE 50 GRADE 36 OR 50 GRADE 50 GRADE B GRADE 50 OR GRADE 80 IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLE REGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MORE INFORMATION. SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINE THE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE -TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION OR CONTACT. ALL A490 BOLTS SHALL BE "PRE -TENSIONED". A325 BOLTS IN PRIMARY FRAMING AND BRACING CONNECTIONS MAY BE " SNUG -TIGHT" EXCEPT AS FOLLOWS; PRE -TENSION A325 BOLTS IF BUILDING SUPPORTS A CRANE GREATER THAN 5 TON CAPACITY. PRE -TENSION A325 BOLTS IF BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT, OR STRESS REVERSALS ON CONNECTIONS. / OR PRE -TENSION A325 BOLTS IF LOCATED IN HIGH SEISMIC AREAS. FOR IBC BASED CODES; HIGH SEISMIC IS DESIGN CATEGORY D, E OR F. SEE CODES AND LOADS SECTION BELOW FOR DETAILS. VPBUILDINGS PRE -TENSION ANY CONNECTION WITH DESIGNATION A325 -SC. SLIP CRITICAL (SC) CONNECTIONS MUST BE FREE OF PAINT, OIL, OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLY RUSTED SURFACES VARCO PRUDEN ARE ACCEPTABLE. a division of BlueScope Buildings North America, Inc. IN CANADA ALL A325 AND A490 BOLTS SHALL BE "PRE -TENSIONED", EXCEPT FOR SECONDARY MEMBERS AND FLANGE BRACES. SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS "SNUG TIGHTENED" UNLESS INDICATED OTHERWISE IN ERECTION DRAWING DETAILS. WJM - Permit(1-47) - 1/28/16 VP Buildings 3200 Players Club Circle Memphis TN 38125 DET 1-27-16 Permit THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS GS/a q PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTENVP 0610 APPROVAL OF VP BUILDINGS./ QUASAR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP C ACCREDITED ertifie AC472 IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. 1/25/2016 12:03:44 COVER SHEET BUILDER Modem Building Inc. CUSTOMER Weiss McNair LOCATION Chico, California PROJECT Weiss McNair BUILDERS PO# TBD THIS WET SIGNATURE APPLIES TO ALL SHEETS AS LISTED ON DRAWING INDEX �V A. M 9! \ 3>9 3(l/�� o �c) cn rr C647 5 �c z c� w It �� CIV ?`P 9p� OF CA��FO� R. Maddox am approving this Drawing Set 2/29/2016 JOB# 15-023777-01 DATE 1/27/2016 VP BUILDINGS I DRAWN/CHECK VARCO PRUDEN AEG PAGE VPC VERSION: 2015.2b 1 a division o! BlueSwm Buildings North America, Inc. Weiss McNair Powdercoating Structure 12.29.15 Codes and Loads WHEN MULTIPLE BUILDINGS ARE INVOLVED, SPECIFIC LOAD FACTORS FOR DIFFERING OCCUPANCIES, BUILDING DIMENSIONS, HEIGHTS, FRAMING SYSTEMS, ROOF SLOPES, ETC., MAY RESULT IN DIFFERENT LOAD APPLICATION FACTORS THAN INDICATED BELOW. SEE CALCULATIONS FOR FURTHER DETAILS. WIND LOADS ARE APPLIED TO OVERALL BUILDING ENVELOPE. COMMON WALLS BETWEEN CONNECTED SHAPES ARE NOT SUBJECT TO EXTERNAL WIND LOADS. City: Chico County: Butte State: California Country: United States Building Code Building Code: 2013 CBC Structural: 10AISC - ASD Rainfall: I: 4.00 inches per hour Based on Building Code: 2012 International Building Code Cold Form: 12AISI - ASD f'c: 2500.00 psi Concrete Building Risk/Occupancy Category: II (Standard Occupancy Structure) Dead and Collateral Loads Material Dead Weight Collateral Gravity:3.00 psf Roof Covering + Second. Dead Load: Varies Collateral Uplift: 0.00 psf Frame Weight (assumed for seismic):2.50 psf Wind Load Wind Speed: Vult: 110.00 (Vasd: 85.21) mph The 'Envelope Procedure' is Used Wind Exposure: C - Kz: 0.872 Parts Wind Exposure Factor: 0.872 Wind Enclosure: Enclosed Topographic Factor: Kzt: 1.0000 NOT Windborne Debris Region Base Elevation: 0/0/0 Primary Zone Strip Width: 2a: 7/0/0 Parts / Portions Zone Strip Width: a: 3/6/0 Basic Wind Pressure: q: 22.97 psf Snow Load Ground Snow Load: pg: 0.00 psf Flat Roof Snow: pf: 0.00 psf Design Snow (Sloped): ps: 0.00 psf Rain Surcharge: 0.00 Exposure Factor: 1 Fully Exposed - Ce: 0.90 Snow Importance: Is: 1.000 Thermal Factor: Unheated - Ct: 1.20 Ground / Roof Conversion: 0.70 Unobstructed, Slippery THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. Roof Live Load Roof Live Load: 20.00 psf Reducible Seismic Load Mapped MCE Acceleration: Ss: 61.40 %g Mapped MCE Acceleration: S1: 27.10 %g Site Class: Stiff soil (D) Seismic Importance: Ie: 1.000 Design Acceleration Parameter: Sds: 0.5357 Design Acceleration Parameter: Sd1: 0.3357 Seismic Design Category: D Seismic Snow Load: 0.00 psf % Snow Used in Seismic: 0.00 Diaphragm Condition: Flexible Fundamental Period Height Used: 18/6/8 Transverse Direction Parameters Redundancy Factor: Rho: 1.30 Fundamental Period: Ta: 0.2895 R -Factor: 3.50 Overstrength Factor: Omega: 2.50 Deflection Amplification Factor: Cd: 3.00 Base Shear: V: 0.1531 x W Longitudinal Direction Parameters Redundancy Factor: Rho: 1.30 Fundamental Period: Ta: 0.1787 R -Factor: 3.25 Overstrength Factor: Omega: 2.00 Deflection Amplification Factor: Cd: 3.25 Base Shear: V: 0.1648 x W THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE BY DESCRIPTION 2/29/16 WJM Revised loading values NTS 2/29/2016 14:22:49 P �oFESS/O., M Aq! co it 064705„ x ' 1/29!2016 CIV CODES AND LOADS Modern Building Inc. CUSTOMERW�� 15-023777-01 eISS McNair DATE LOCATION Chico, California 2/29/16 BUILDINGS DRAWr�YCHECK PROJECT VARCO PRUDEN Weiss McNair WJM BUILDERS PO# A BlueScope Steel Company PAGE TBD VPC VERSION: 2015.2c 2 FILENAME:i BlueScope Buildings North America, Inc. Weiss McNair Powdercoating Structure 1a1.of . BUILDER/CONTRACTOR RESPONSIBILITIES VP Buildings follows the guidelines as outlined in the AISC and MBMA Codes of Standard Practice. VP Buildings standard product specifications, design, fabrication, quality criteria shall govern all work unless stipulated otherwise in the contract documents. In case of discrepancies between VP Buildings structural plans and plans for other trades, VP Buildings structural plans shall govern. It is the responsibility of the Builder to obtain approvals and permits from all governing agencies and jurisdictions as required. Approval of VP Buildings drawings constitutes the builders acceptance of VP interpretation of the contract purchase order. Unless specific design criteria concerning interface design and details are furnished as part of the contract, VP Buildings design assumptions shall govern. VP engineers are not Project Engineers or Engineer of Record for the overall project. VP engineering supply sealed engineering design data and drawings for VP supplied material as part of the overall project for use by others to obtain permits, approvals, and coordinate with other trades. The builder or A/E firm are responsible for the overall project coordination, including coordination with appropriate inspection and testing agencies. All interface and/or compatibility of any materials not furnished by VP are to be considered and coordinated by the builder or A/E firm. CONSTRUCTION & ERECTION RESPONSIBILITY The Builder is responsible for construction in strict accordance with VP Buildings "FOR CONSTRUCTION" drawings and all applicable product installation guides. VP is not responsible for work done from any other VP drawings that are not marked "FOR CONSTRUCTION", nor any drawings prepared by others. As erected field assemblies of members shall be as specified in MBMA Code of Standard Practice (in Canada - CSA S16), which require L/500 tolerance of installed members. Occasional field work including shimming, cutting, coping, and drilling for final fit -up are considered part of erection. Specified field work and field welding conditions indicated on these drawings shall also be included in the erectors scope of work. See Erection Guide for shimming procedure. For building with top riding bridge cranes see Crane Data drawing for column plumb tolerance. The building erector shall be properly licensed and experienced in erecting metal building systems. The Builder is responsible for having knowledge of, and shall comply with, all OSHA requirements and all other governing site safety criteria. The builder is responsible for designing, supplying, locating and installing temporary supports and bracing during erection of the building. VP bracing is designed for code required loads after building completion and shall not be considered as adequate erection bracing. See Erection Guide. EXISTING STRUCTURES VP must be advised of any existing structure that is within 20 ft. of VP's building. Loadings of both buildings may be affected when adjacent buildings are within this distance. VP cannot be responsible for the design or loading of existing buildings. BRACING Tension brace rods work in pairs to balance forces caused by initial tensioning. Care must be taken while tightening brace rods so as not to cause accidental or misalignment of components. All rods must be installed loose and then tightened. Rods should not exhibit excessive sag. For long or heavy rods, or angles it may be necessary to support the rods at mid -bay by suspending them from secondary members. Bracing for seismic or wind loading of objects or equipment that are not a part of the VP structure must be designed by a qualified professional to deliver lateral loads to primary frames and rod bracing struts. Equipment bracing and suspension connections must not impose torsion or minor axis loads, or cause local distortion in any VP components. VP accepts no responsibility for design or installation of bracing systems not furnished by VP. FIELD WELDING All field welding shall be done at the direction of a design professional, and done in accordance with governing requirements (AWS in USA, CWB in Canada) by welders qualified to perform the welding as directed by the applicable welding procedure specification (WPS). A WPS shall be prepared by the contractor for each welding variation specified. The contractor is responsible for any special welding inspection as required by local jurisdiction. Filler metal shall be 70 ksi (480 MPa) tensile strength. For welds in high seismic force resisting system (Seismic Cat D, E or F), minimum Charpy V -Notch toughness shall meet AISC-341 criteria (20 ft -lbs min @ ODeg F). Interpass temperatures shall not exceed 550Deg F (30ODeg C). DELIVERIES It is the responsibility of the builder to have adequate equipment available at the job site to unload trucks in a safe and timely manner. The Builder will be responsible for all retention charges from carriers as a result of job site unloading delays. Claims for damage or shorts MUST be noted on the Bill -of -Lading or delivery receipt and filed against the carrier by the consignee as per VP's Terms of Sales (F.O.B. Plant) under the Uniform Commercial Code. It is critical that damages or shorts be noted on the Bill -of -Lading or you have little recourse with the carrier. Immediately upon delivery of material, material quantities are verified by the Builder against quantities billed on the shipping document. Neither the Manufacturer nor the carrier is responsible for material shortages against quantities billed on the shipping document if such shortages are not noted on the shipping documents upon delivery of material and acknowledged by the carriers agent. For materials concealed in bundles, boxes, or crates, shortages must be reported immediately upon unpacking. Should products get wet, bundled and crated materials must be unpacked and unbundled immediately to provide drainage of trapped moisture. See Erection Guide for proper job site storage procedure. SEALANTS Sealants shall be applied in strict accordance with VP details or weather tightness will be compromised. Sealant must be applied in temperatures and weather conditions consistent with labeling. INDEPENDENT MEZZANINES Independent mezzanines must be designed by a professional engineer. The engineer must ensure that proper isolation from the VP building has been provided to avoid structural damage due to differential movements, or inadvertently apply loads to the VP structure. VP accepts no responsibility for the design of the independent mezzanine. FIRE CODE COMPLIANCE It is the responsibility of the project design professional and builder to comply with local fire code regulations including consideration of, but not limited to, building use and occupancy, all building construction materials, separation requirements, egress requirements, fire protection systems, etc. Builder shall advise VP of any special requirements to be furnished by VP. FIELD MODIFICATIONS Modifications to this building from details and instructions contained on these drawings must be approved in writing by VP Buildings engineers, or other licensed structural engineer. This includes, but is not limited to, removal of roof or wall cladding, removing or moving any flange braces or rod braces, cutting of openings for doors, windows or RTU's, correction of fabrication errors, etc. The owner shall not impose loads to this structure beyond what is specified for this building in the contract documents. VP Buildings accepts no responsibility for the consequences of any unauthorized additions, alterations, or added loads to this structure. If the builder intends to invoice VP Buildings for modifications in excess of $1000, The builder must notify VP Buildings immediately, and obtain a Work Authorization from VP Buildings prior to proceeding. All final claims must be submitted to VP Buildings with all supporting documentation within 30 days of the building completion. Claims submitted without work authorizations, or after 30 days will not be accepted. Correction of minor misfits, shimming and plumbing, moderate amount of reaming, drilling, chipping / cutting and minor welding are considered by Code of Standard Practice to be part of erection are not subject to claim reimbursement. CONCRETE/MASONRY/CONVENTIONAL STUD WALLS The engineer responsible for the design of the wall system is responsible for coordinating with, or specifying to VP Buildings, any wall to steel compatibility issues such as drift and deflection compatibility, special base details, and wall to VP steel connections. All fasteners, sealant and counter flashing of wall systems are to be provided by contractor. The engineer responsible for the wall shall design the anchorage to VP supporting elements consistent with Code required forces. PANELS Oil canning is an inherent characteristic of cold formed steel panels. It is the result of several factors that include induced stresses in the raw material delivered to VP, fabrication methods, installation procedures, and post installation thermal forces. Thru fastened panels will exhibit some dimpling when installed, especially when insulation is installed between panels and secondary supports. Dimpling can be minimized by careful installation, taking care not to over drive fasteners. Roof rumble is a phenomenon that is caused by wind gusts lifting up on the roof panels and then springing back into place. All panels experience this action to some degree, especially with concealed clip Standing Seam panels. Roof rumble noise may be minimized by providing a layer of blanket insulation between the panels and any hard support surface such as steel secondary members, substrates such as plywood, steel decking, or rigid board insulation. A minimum of 3 inch thick blanket is recommended over steel secondary members, or 2 inch over substrates. Oil canning, dimpling, and roof rumble do not affect the structural integrity or weather tightness of the panels and is not grounds for rejection of panels. The Standing Seam joint detail is designed with an interlocking feature for ease of installation. However, it is imperative that installed Standing Seam panels be secured to the secondary structural members and properly seamed prior to departure from the job site each day. THE VP ENGINEER'S SEAL APPLIES ONLY TO THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP THE WORK PRODUCT OF VP AND DESIGN AND BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE PERFORMANCE REQUIREMENTS SPECIFIED BY VP. APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED THE VP ENGINEER'S SEAL DOES NOT APPLY TO FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE EXCEPT TO ANY DESIGN OR PERFORMANCE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS REQUIREMENTS SPECIFIED BY VP. DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. SKYLIGHTS Local building departments may require added fall restraint due to conditions that may affect the skylight structural integrity. It is the responsibility of the builder to determine and provide any added fall restraint under the skylight as may be required by your building department. RAIN WATER RUNOFF Drainage systems must be designed by the project professional to comply with code requirements. VP is not responsible for drainage designs, overflow scuppers, down piping, etc. The project professional and contractor are responsible to ensure that primary drains and overflow devices such as scuppers and auxiliary drains are provided as required for the required rain intensity at the building perimeter and at valley conditions to prevent ponding. STEEL SHOP COAT The purpose of VP's shop coat is to provide protection for the steel members during transportation, during temporary job site storage and during erection. Standard shop formulation is not designed to perform as a finish coat when exposed to environmental conditions. Members shall be kept free of the ground and properly drained during job site storage. It is the Builder's responsibility to ensure that if a finish coat is being applied over VP shop coat that the painting contractor verifies compatibility between his finish coat and VP's shop coat. VP BUILDINGS ACCREDITATIONS AND APPROVALS Fabricator Approvals IAS AC472 Approvals: (www.iasonfine.org/Metal_Building Systems/MB.html) Listed under BlueScope Buildings North America, Inc. City of Los Angeles, CA #FB00031; City of Houston, TX 767 & 429; City of Phoenix, AZ C19-02008; Clark County 43 & 833 Design Approvals IAS AC472 Approvals: (www.iasonlirie.org/Metal—Buildinci—Svstems/MB.html) Listed under Varco Pruden Buildings, a Division of BlueScope Buildings North America, Inc. Canadian CSA A660 Certifications (http:/eng.cwbgroup.org/Certification/Pages/CertifiedCompar ySearch.aspx) Listed under BlueScope Buildings North America, Inc. Engineering Certifications of Authorization USA--AR#576; FL#30427; ID#C-2470; IL#184-002649; KS#E-29; MS#E-0592; MO#E-2010007736; NC#F-0998; OK#CA417OPE; SD#C-1787; TX#F4828; WV#C03059-00; CAN--AB#P08900; NS#30123; ON#100148796; and YT#PP134 ICC Evaluation Reports (www.icc-es.org) SSR Roof System - #ESR -2527 State of Florida Product Approvals (www.floridabuilding.org) Approved Products Listed Under VP Buildings, Inc. VP TextureClad - See Transamerican Structuroc, Inc. Dade Co. Product Approval (www.miamidade.gov/buildingcode) Approved Products Listed Under Varco Pruden Buildings, Inc. VP TextureClad - See Transamerican Structuroc, Inc. Underwriter's Laboratory Approvals (Available only when specified in contract) SSR Roof-UL#TGKX-113; SSR Composite Roof Class 90-UL#TGKX-113A; SSR Roof w/Super Block; Class 90-UL#TGKX-328; Panel Rib Roof UL Class 60-UL#TGKX-60; Panel Rib Roof UL Class 90-UL#TGKX-64; VP SLR II Roof Class 90-UL#TGKX-90, -180, -435, -435A, -176, -238, -238A, -238B Factory Mutual Approved Assemblies (Available only when specified in contract) SSR Roof Systems are approved in various type applications and listed in FM Approval Guide. 24 Ga SSR (0.0227" Nominal), is available in Class 1-60,1-75,1-90. 22Ga SSR (0.0277" Nominal), is available in Class 1-75, 1-90-, 1-120. SLR II Roof Systems are approved in various type applications and listed in FM Approval Guide. 24 Ga SLR If (0.0227" Nominal), is available in Class 1-75 and 1-120. VP Buildings 3200 Players Club Circle Memphis TN 38125 1/25/2016 DATE I BY I DESCRIPTION NTS 12:03:45 �o A . M,q -9e U x G) cn C64705 w ,• tel' ,/�� .` 1/28/2016 .CFI CAL�FC� PERMIT SET- For Building Dept. Approval ERECTION NOTES BUILDER JOB # Modern Building Inc. 15-023777-01 CUSTOME eiss McNair DATE /2016 1/27ECK LOCATION Chico, California BUILDINGS DRAWN/CHECK PROJECT Weiss McNair VARCOPRUDEN AEG FILENAME: of BlueScope Buildings North America, Inc Weiss McNair Powdercoating Structure IYM.�� E E o E T T JLn rE WIDTH 2 1/2" I I 12 1/2" 64mm A I 164mm D1 (4)3/4" Dia. GR36 Anchor Rods Plate W=8" L-1'-1" Dim: A-1'-0" Elev.-100'-0" `o EXISTING BUILDING o N 13-7325(208558) I c� a C:, e I v, I o - 1J 00_ a 3 1'-8" 2 2'-6" 1 1'-0" ❑ Dimension Key I NUT _4_,,—HARDENED 4" t102mm) WASHER PROJECTION = w BOTTOM OF COLUMN BASE PLATE ELEV. W m r -TOP OF FOUNDATION - CONSIDER M ANY SPACE BETWEEN THE FOUNDATION AND COLUMN BASE IN ANCHOR ROD LENGTH REQUIREMENT THE 4" PROJECTION ABOVE THE BOTTOM OF THE BASE PLATE IS A SUGGESTED MINIMUM TO ENSURE ADEQUATE ANCHOR ROD LENGTH. A DIFFERENT PROJECTION MAY BE REQUIRED BY THE FOUNDATION DESIGNER. THE ANCHOR ROD PROJECTION MAY NEED TO BE CUT OFF IF THERE IS INTERFERENCE WITH OTHER PARTS. SUGGESTED ANCHOR ROD PROJECTION 1 2 3 1 78'-0" 1/2" (13mm) DIAMETER CONCRETE ANCHORS (BY OTHERS) JAMB o z W J — E a r) E w Lo N r � II w � 1 1/4" OPENING WIDTH 1 1/4" 32mm 32mm NOTE: 1" (25mm) PROJECTION ABOVE BOTTOM OF JAMB CLIP SEE PLAN FOR JAMB SIZES : J = SIZE JAMB 'EQ.' VALUES: 7 EQ = 2" 51 mm, 8.5 EQ = 2 3/4" 70mm 10 EQ = 3 1/2" 89mm, 11.5 EQ = 4 1/4" 108mm FRAMED OPENING DETAIL 1'-6" 11 31'-6" It VARIES BOTTOM OF COLUMN BASE PLATE STD = 1/2" (13mm) FLUSH = 0" (Omm) TYPICAL COLUMN BASE PLATE DETAIL 1. ANCHOR RODS, NUTS, HARDENED WASHERS AND ANY OTHER EMBEDDED ITEMS ARE TO BE FURNISHED BY CONTRACTOR. 2. ANCHOR ROD DIAMETERS WERE DETERMINED BY ALLOWABLE SHEAR AND TENSION PER AISC SPECIFICATIONS (FY=36KSI). (ASTM F1554 GRADE 36) ANCHOR ROD LENGTH, EFFECTS OF EMBEDDED ANCHOR ROD EDGE DIMENSIONS AND METHOD OF TRANSFERRING FORCES FROM ANCHOR RODS TO FOOTINGS ARE TO BE DETERMINED BY OTHERS. 3. UNLESS OTHERWISE SPECIFIED, ANCHOR RODS ARE DESIGNED AND DETAILED AS "CAST -IN-PLACE" ANCHOR RODS WITH "SNUG TIGHT" CONNECTIONS. 4. FOUNDATION MUST BE LEVEL, SQUARE AND SMOOTH. ANCHOR RODS MUST BE ACCURATELY PLACED AS SHOWN ON THIS DRAWING OR STEEL WILL NOT FIT. THE BUILDER IS RESPONSIBLE FOR ACCURATE SETTING OF ANCHOR RODS PER AISC CODE OF STANDARD PRACTICE, SEC 7.5 VARIATIONS ARE SUMMARIZED BELOW; o. CENTERS OF ANY TWO AR'S WITHIN A COLUMN BASE GROUP; +-1/8" b. CENTERS OF ADJACENT AR GROUPS; +-1/4" c. TOPS OF AR'S; +-1/2" I ACCUMULATED DIM BETWEEN CENTERS OF AR GROUPS ALONG COLUMN LINE; +-1/4" PER 10OFT., NOT TO EXCEED 1" TOTAL e. DIM FROM CENTER OF ANY AR GROUP FROM COLUMN LINE; +-1/4- 5. DESIGN LOADS AND REACTIONS ARE FURNISHED IN THE REACTIONS REPORT. 7 8 9 265'-0" 1'-6" 11 31'-6"19'-8"29'-4" 9'-4" I29'-4" 29'-4" BL BL BL t l0 I I I I I I I I �O D1 !D1 D1 I D1 D1 D1 !Dl Dl D1 Dli D1 Dli Dli ! m i i i i i i i i i i e o i i i i i i i I e o o� i i i i i i i ! ! of w i i I oo i i i i ! I ! m II co II i i I i i I i ! h Dl U.I.iD1 I I I I I I I I ! D1 iDl iD1 iDl iDl D1 Dli D1 Dli Dli ! oo— I`JJ08.50 19'-0" fill -10" J88.50 6'-2 1=6 50 6'-2i II J=8.50 <*> THE BUILDING IS DESIGNED WITH BRACING DIAGONALS IN THE DESIGNATED BAYS. COLUMN BASE REACTIONS, BASE PLATES AND ANCHOR RODS ARE AFFECTED BY THIS BRACING AND DIAGONALS MAY NOT BE RELOCATED WITHOUT CONSULTING THE BUILDING SUPPLIERS ENGINEER. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. ANCHOR ROD PLAN Finished Floor Elevation =100'-0" (Unless Noted Otherwise) THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE I BY I DESCRIPTION I NTS 1/25/2016 12:03:46 QROFESS/pti �p �p A . C64705 X z 0.il,l4 ,\Z�""'I'C1218120106 OFCAFG���P PERMIT SET- For Building Dept. Approval ANCHOR ROD PLAN yv v Modern Building Inc. 15-023777-01 CUSTOME eiss McNair DATE LOCATION 1/27/2016 Chico, California BUILDINGS DRAWWCHECK PROJECT W.I.. MrNnir VARCOPRUDEN AEG FILENAME. Weiss McNair Powdercoating Structure 1a2`.�J" Wf BlueScope Buildings North America, Inc Bracing Part Schedule Part Qty Length Detail �_ g See a e 28 04RS3102 2 31'-2" BR02H1,BR02J1 p 03RS3803 2 38'-3" BR02H1,BR02J1 04RS3300 2 33'-0" BR02H1,BR02J1 1 2 3 4 5 6 7 8 9 10 11 12 13 78'-0" 265'-0" 30'-0" 23'-0" 24'-0" 31'-6" 31'-6" 31'-6" 1.31'-6" 19'-8" 29'-4"1, 29'-4 —29'-4" 291-4"--{1� BL BL 77 BL � a CX020 CX022 CX022 CX002 CX004 CX006 CX007 CX009 CX011 CX013 CX015 CX016 CX018 I , 01 O I 3O I �,,,� ! I I s3 I I I I o EXISTING o, O i �-I ! ! ! i i i 800<."; I I BUILDING X , , k ! ! ! ! of N 13-7325 (208558 a a i 00 i s i o i o ! M ! M ! `r n O� ! r t M! i ,�"� i i i o oo i oo i o0 0o �j30 ! oo i oo i o0 0o i a a O�4 s s s a i P4 o C7 i I I v4RS CX019 CX021 CX023 ! ! ! ! ! 3202 I I I I I i i i i i 102CD aoAV- CX001 CX003 CX005 CX005 CX006 CX010 CX012 CX014 CX014 CX017 1 1'-0" FIDimension Key 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. PRIMARY AND ROOF BRACING PLAN Shape Name = 35 x 265, Shape = 25 x 78 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE I BY I DESCRIPTION NTS 1125/2016 12:03:47 Q¢OFESS/ A ' M �q� cn cr C64705 X z 1/29!2016 \ T CfV ��� q�F OF CAUFD� PERMIT SET- For Building Dept. Approval PRIMARY AND ROOF BRACING PLAN BUILDER JOB # Modern Building Inc. CUSTOM15-023777-01 "Weiss McNair DATE n LOCATION 1/27/2016 PROJECT Chico, California BUILDINGS DRAWWCFECK Weiss McNair VARCO PRUID AEG FILENAME: I of BlueScope Buildings North America, Inc Weiss McNair Powdercoating Structure 1a1`.�J`.i� Frame Member Schedule Q�OFESS/O� Part Mem Width Thick WebThk. Depthl Depth2 CX001 1 5.0000 .1875 .1345 1'-0" 1'-3" RBX001 2 5.0000 .1875 .1345 1'-1" 10" Horiz. 3 5.0000 .1875 .1345 10" 1'-2" CX002 4 6.0000 .2500 .1345 1'-0" 1'-1" 0 0 Y, GFB2063 GFB2063 GFB2050 16'-6 3/16" 292# 8 ----35'-1 �7/16^ 1.000:12 5,_0„ 5'-0^ 0 5�-0" LO 5 0 0 N N (q o A 11 —0„ 5'-0„ 17 35'-0" FRAME CROSS SECTION AT FRAME LINES) 4 Q�OFESS/O� Eto A. M �� 46O OBolt Connection & Plate Schedule /�� P �Z 1 /613/16" Frame Clearances I161, T (r C64705 X z 9 4'5 Approx.Lgth Approx.Weight Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo Horiz. Clearance between members 1(CX001) and 4(CX002): 31'-3" 19'-2 3/4" 281# Dia. Length Thick. Out In Vert. Clearance at member l(CX001): 17'-9 9/16" 31'-5 7/16" 389# A 12 A325 3/4" 2 1/2" 3/8" 3 3 Yes 0097284 Vert. Clearance at member 4(CX002): 15'-1 7/16" B 10 A325 3/4" 2 1/2" 1/2" 2 3 Yes 0097284 Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 16'-6 3/16" 292# 8 ----35'-1 �7/16^ 1.000:12 5,_0„ 5'-0^ 0 5�-0" LO 5 0 0 N N (q o A 11 —0„ 5'-0„ 17 35'-0" FRAME CROSS SECTION AT FRAME LINES) 4 Q�OFESS/O� Eto A. M �� 46O 12 7 3/16" /�� P �Z 1 /613/16" I161, T (r C64705 X z 9 4'5 8 3 3/16" W 6 1'-1" * 21-611 1/28/2016 P �.qT CIV 4 2 @ 5' -0" OF LF 3 3'-6" CA 2 4'-0" 1 8 1/2" ❑ Dimension Key PERMIT SET- For Building Dept. Approval = Shape Name 35 x 265 Wall 4, Frame 1 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) THE VP ENGINEER'S SEAL APPLIES ONLY TO THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP VP Buildings W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, THE WORK PRODUCT OF VP AND DESIGN AND BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE FRAME CROSS SECTION AT FRAME LINE(S) 4 SECONDARY CUP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, PERFORMANCE REQUIREMENTS SPECIFIED BY VP. APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED 3200 Players Club Circle Memphis TN 38125 UNLESS NOTED OTHERWISE. THE VP ENGINEER'S SEAL DOES NOT APPLY TO FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. BUILDER J5 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME THE PERFORMANCE OR DESIGN OF ANY OTHER REV DATE BY DESCRIPTION Modern Building Inc. -n 15-023777-01 SIDE OF THE WEB AS THE HILLSIDE WASHER. PRODUCT OR COMPONENT FURNISHED BY VP CUSTOMERWeissMcNair THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE DATE EXCEPT TO ANY DESIGN OR PERFORMANCE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LocnrloN 1/27/2016 REQUIREMENTS SPECIFIED BY VP. DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS Chico, Califomia BUILDINGS ORAWWCHECK ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT Weiss McNair VARCO PRUDEN AEG INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUILDERS Pon A BlueScope Steel Company PAGE NTS TBD VPC VERSION: 2015.2b 6 FILENAME:of BlueScope Buildings North America, Inc. 1125/2016 12:03:49 Weiss McNair Powdercoating Structure 1a1.q� Frame Member Schedule Part Mem Width Thick WebThk. Depthl Depth2 CX003 1 5.0000 .1875 .1345 1'-0" 1'-6" RBX002 2 5.0000 .1875 .1345 1'-3" 11" 3 5.0000 .1875 .1345 ill, 1'-7" CX004 4 6.0000 .2500 .1345 1'-0" 1'-6" (2)GFB2063 0 0 GFB2063 6 7 3/16" 4 1'-1" 3 2'-6" 2 2 @ 5'-0" 1 8 1/2" ❑ Dimension Key Bolt Connection & Plate Schedule Approx.Lgth Approx.Weight Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo 19'-2 3/4" 3004 Dia. Length Thick. Out In 30'-9 13/16" 423# A 10 A325 3/4" 2 1/2" 1/2" 3 2 Yes 0097284 B 8 A325 3/4" 2 1/2" 1/2" 2 2 Yes 0097284 16'-6 5/8" 326# 1/4" 4'-9.. M CN 4 @ 5'-0'• w � � 6 w Ln 0 1. USE 1/2 X 11/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CUP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. 35'-0" FRAME CROSS SECTION AT FRAME LINES) 5 THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. Shape Name = 35 x 265 Wall 4, Frame 2 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. Frame Clearances Horiz. Clearance between members l(CX003) and 4(CX004): 30'-7" Vert. Clearance at member 1(CX003): 17'-7 5/16" Vert. Clearance at member 4(CX004): 14'-8 7/8" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 0 I �o VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE I BY I DESCRIPTION 1/25/2016 NTS 12:03:51 Q�pFESS/O� A. Mq ql V ai rY C64705 X zUj * 1128/2016 FI CA►-XFo��`Q PERMIT SET- For Building Dept. Approval FRAME CROSS SECTION AT FRAME LINE(S) 5 Vv Modern Building Inc. 15-023777-01 """'Weiss McNair DA7E LOCATION L712016 Chico, California AVARCO ILDINGS 1/2CHECK ORAWWCHECK PROJECT Weiss McNair RLIDEN AEG FILENAME. Weiss McNair Powdercoating Structure 1a.Vi )re BlueScope Buildings North America, Inc Frame Member Schedule Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth CX005 1 5.0000 .1875 .1345 1'-0" 1'-6" 19'-2 3/4" RBX003 2 5.0000 .1875 .1345 1'-3" 11" 30'-9 13/16" 3 5.0000 .1875 .1345 11" 1'-7" CX006 4 6.0000 .2500 .1345 1'-0" 1'-6" 16'-6 5/8" 1 (2)GFB2063 r 0 0 GFB2063 6 7 3/16" 4 1'-1" Rows 3 2'-6" Dia. 2 2 @ 5'-0" 1 8 1/2" Dimension Key Approx.Weight 297# 419# 326# OBolt Connection & Plate Schedule Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo Dia. Length Thick. Out In A 10 A325 3/4" 2 1/2" 1/2" 3 2 Yes 0097284 B 8 A325 3/4" 2 1/2" 1/2" 2 2 Yes 0097284 7/16" 1.000:12 1/4" 4'-9„ M U) 1.4o o w w 4 @ C) o Q 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. 35'-0" FRAME CROSS SECTION AT FRAME LINES) 6 THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. Shape Name = 35 x 265 Wall 4, Frame 3 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. Frame Clearances Horiz. Clearance between members 1(CX005) and 4(CX006): 30'-7" Vert. Clearance at member 1(CX005): 17'-7 5/16" Vert. Clearance at member 4(CX006): 14'-8 7/8" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) r 0 I �O VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE 1 BY 1 DESCRIPTION NTS 1/25/2016 12:03:52 r r Q�kOF ESSIp� A • til �f U a X G) C64705�/ z x rr ' 1/28/2016 P Z-- FI CA0FC/ PERMIT SET- For Building Dept. Approval FRAME CROSS SECTION AT FRAME LINE(S) 6 BUILDER JOB # Modern Building Inc. 15-023777-01 CUSTOME eiss McNair DATE LOCATION 1/27/2016 Chico, California BUILDINGS DRAWWCHECK PROJECT Weiss McNair VARCO PRUDEN _ AEG FILENAME. Weiss McNair Powdercoating Structure 1Y2 §.q`�a BlueScope Buildings North America, Inc Frame Member Schedule Part Mem Width Thick WebThk. Depthl Depth2 CX005 1 5.0000 .1875 .1345 1'-0" 1'-6" RBX003 2 5.0000 .1875 .1345 1'-3" 11" Out 3 5.0000 .1875 .1345 11" 1'-7" CX007 4 6.0000 .2500 .1345 1'-0" 1'-6" ilai (2)GFB2063 e 0 0 GFB2063 6 7 3/16" 4 1'-1" Connection & 3 2'-6" 2 2 @ 5'-0" 1 8 1/2" ❑ Dimension Key 1/4" M O � N U W C7 35'-1 7/16„ 1.000:12 A 4r -9n 4 @ 5'-0„ O Lo 6 O 1. USE 1/2 X 1112 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. 35'-0" FRAME CROSS SECTION AT FRAME LINE(S) 7 THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. Shape Name = 35 x 265 Wall 4, Frame 4 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. Frame Clearances Horiz. Clearance between members l(CX005) and 4(CX007): 30'-7" Vert. Clearance at member l(CX005): 17'-7 5/16" Vert. Clearance at member 4(CX007): 14'-8 7/8" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE I BY I DESCRIPTION 112512016 NTS 12:03:54 Q�pFESS�pti A ai ce C-64705 0jc z w . i1 ,/.�� * 1/28/2016 d'>gTF FI CA1 •FD��`Q PERMIT SET- For Building Dept. Approval FRAME CROSS SECTION AT FRAME LINE(S) 7 BUILDER - JOB # Modern Building Inc. 15-023777-01 """Weiss McNair DATE LOCATION Chico, Califomia BUILDINGS 1/27/2016 DRAWWCHECK PROJECT We1cc MrN�ir VAR!PRUDEN AEG FILENAME. Weiss McNair Powdercoating Structure 1ayl ic,)r}�ot BlueScope Buildings North America, Inc OBolt Connection & Plate Schedule Approx.Lgth Approx.Weight Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo 19'-2 3/4" 297# Dia. Length Thick. Out In 30'-9 13/16" 419# A 10 A325 3/4" 2 1/2" 1/2" 3 2 Yes 0097284 B 8 A325 3/4" 2 1/2" 1/2" 2 2 Yes 0097284 16'-6 5/8" 326# 1/4" M O � N U W C7 35'-1 7/16„ 1.000:12 A 4r -9n 4 @ 5'-0„ O Lo 6 O 1. USE 1/2 X 1112 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. 35'-0" FRAME CROSS SECTION AT FRAME LINE(S) 7 THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. Shape Name = 35 x 265 Wall 4, Frame 4 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. Frame Clearances Horiz. Clearance between members l(CX005) and 4(CX007): 30'-7" Vert. Clearance at member l(CX005): 17'-7 5/16" Vert. Clearance at member 4(CX007): 14'-8 7/8" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE I BY I DESCRIPTION 112512016 NTS 12:03:54 Q�pFESS�pti A ai ce C-64705 0jc z w . i1 ,/.�� * 1/28/2016 d'>gTF FI CA1 •FD��`Q PERMIT SET- For Building Dept. Approval FRAME CROSS SECTION AT FRAME LINE(S) 7 BUILDER - JOB # Modern Building Inc. 15-023777-01 """Weiss McNair DATE LOCATION Chico, Califomia BUILDINGS 1/27/2016 DRAWWCHECK PROJECT We1cc MrN�ir VAR!PRUDEN AEG FILENAME. Weiss McNair Powdercoating Structure 1ayl ic,)r}�ot BlueScope Buildings North America, Inc Frame Member Schedule Modern Building Inc. 3 2'-6" """"Weiss McNair 2 2 @ 5'-0" 1 8 Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Approx.Weight CX008 1 5.0000 .1875 .1345 1'-0" 1'-3" 19'-2 3/4" 276# RBX004 2 5.0000 .1875 .1345 1'-1" 9" 31'-4 1/2" 385# Thick. 3 5.0000 .1875 .1345 9" 1'-3" A 6 CX009 4 6.0000 .2500 .1345 1'-0" 1'-2" 16'-6 5/16" 301# c 0 0 e �D Q (2)GFB2063 GFB2063 GFB2050 A meg,g 1.000:12 -1/4"� Ln 0 /n N 4 @ 5'-0„ m `n 6 w � n 0 6 7 3/16" 4 1'-1" Modern Building Inc. 3 2'-6" """"Weiss McNair 2 2 @ 5'-0" 1 8 1/2" Dimension OBolt Connection & Plate Schedule Frame Clearances Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo Horiz. Clearance between members 1(CX008) and 4(CX009): 31'-2" Dia. Length Thick. Out In Vert. Clearance at member l(CX008): 17'-11 15/16" A 6 A325 3/4" 2 1/2" 1/2" 2 1 Yes 0097284 Vert. Clearance at member 4(CX009): 15'-0 9/16" B 10 A325 3/4" 2 1/2" 1/2" 2 3 Yes 0097284 Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) A meg,g 1.000:12 -1/4"� Ln 0 /n N 4 @ 5'-0„ m `n 6 w � n 0 6 7 3/16" 4 1'-1" Modern Building Inc. 3 2'-6" """"Weiss McNair 2 2 @ 5'-0" 1 8 1/2" Dimension Key 1. USE 112 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. 35'-0" FRAME CROSS SECTION AT FRAME LINES) 8 THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. Shape Name = 35 x 265 Wall 4, Frame 5 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE I BY I DESCRIPTION 112512016 NTS 12:03:55 �Q?,pFESS10� V cr C64705 x * 1/2I8/2016 PERMIT SET- For Building Dept. Approval FRAME CROSS SECTION AT FRAME LINE(S) 8 BUILDER JOB # Modern Building Inc. 15-023777-01 """"Weiss McNair DATE 4VAR!PRUDEN /27/2016 LOCATION Chico, Califomia UILDINGS A DRAWWCHECK PROJECT Uloicc Mr/J.ir AEG FILENAME. Weiss McNair Powdercoating Structure 1a1�J"']�of BlueScope Buildings North America, Inc Frame Member Schedule Part Mem Width Thick WebThk. Depthl Depth2 CX010 1 5.0000 .1875 .1345 1'-0" 1'-2" RBX005 2 5.0000 .1875 .1345 1'-0" 9" INCLUDING THE CORRECT USE OF TEMPORARY BRACING. 3 5.0000 .1875 .1345 9" 1'-3" CX011 4 6.0000 .2500 .1345 1'-0" 1'-2" 4 (2)GFB2050 GFB2050 O 0 N GFB2050 6 7 3/16" 4 1'-1" THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP 3 2'-6" BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE 2 2 @ 5'-0" 1 8 1/2" [-]Dimension Key Approx.Lgth 19'-2 3/4" 31'-5 1/2" 16'-6 5/16" Approx.Weight 269# 382# 301# Bolt Connection & Plate Schedule Id Qty Grade Bolt Bolt Plate Rows Rows Dia. Length Thick. Out In A 8 A325 3/4" 2 1/2" 1/2" 2 2 Washer PartNo Yes 0097284 �"_5 -0- 35'-1 7/16" 1.000:12 A --+-41 9 1/4" 4'-9" 0 u, .-I v1 N 4 @ 51 -0- V) ' -0"W tom') m 6 0 n� N 1. USE 1/2 X 1 112 A325 -N BOLT (49080) AND NUT (47120) W/0 WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. 5'-0" FRAME CROSS SECTION AT FRAME LINES) 9 Frame Clearances Horiz. Clearance between members 1(CX010) and 4(CX011): 31'-3" Vert. Clearance at member 1(CX010): 18'-1 1/16" Vert. Clearance at member 4(CX011): 15'-0 9/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE BY DESCRIPTION 112512016 NTS 12:03:57 Qp F ES S/ON A.64,j`Z1 Z, ff C64705 >ctel * �/2a12o1s sT Cry qTF OF CAt\F�� PERMIT SET- For Building Dept. Approval FRAME CROSS SECTION AT FRAME LINE(S) 9 BUILDER Modern Building Inc. Shape Name = 35 x 265 Wall 4, Frame 6 THE VP ENGINEER'S SEAL APPLIES ONLY TO THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP THE WORK PRODUCT OF VP AND DESIGN AND BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE PERFORMANCE REQUIREMENTS SPECIFIED BY VP. APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED THE VP ENGINEER'S SEAL DOES NOT APPLY TO FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE PERFORMANCE OR DESIGN OF ANY OTHER Weiss McNair PRODUCT OR COMPONENT FURNISHED BY VP THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE EXCEPT TO ANY DESIGN OR PERFORMANCE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS REQUIREMENTS SPECIFIED BY VP. DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS DRAWWCHECK ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. AEG Frame Clearances Horiz. Clearance between members 1(CX010) and 4(CX011): 31'-3" Vert. Clearance at member 1(CX010): 18'-1 1/16" Vert. Clearance at member 4(CX011): 15'-0 9/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE BY DESCRIPTION 112512016 NTS 12:03:57 Qp F ES S/ON A.64,j`Z1 Z, ff C64705 >ctel * �/2a12o1s sT Cry qTF OF CAt\F�� PERMIT SET- For Building Dept. Approval FRAME CROSS SECTION AT FRAME LINE(S) 9 BUILDER Modern Building Inc. --- --Modern 15-023777-01 CUSTOMER DATE Weiss McNair /2016 1127ECK LOCATION Chico, California BUILDINGS DRAWWCHECK PROJECT .� VARCO PRUDEN AEG FILENAME. Weiss McNair Powdercoating Structure Ie.VijV BlueScope Buildings North America, Inc 0 0 Y, (2)GFB2081 GFB2063 GFB2063 0----5 1-0" 4 0 r -I u) 1.1 UJ O W w Connection & Plate Schedule 1'-1" 3 Frame Clearances 2 @ 5'-0" 1 Frame Member Schedule Bolt Plate Rows Rows Washer PartNo Horiz. Clearance between Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Approx.Weight CX012 1 5.0000 .1875 .1345 1'-0" 1'-5" 19'-2 3/4" 291# RBX006 2 5.0000 .1875 .1345 1'-2" 10" 31'-0 5/8" 402# 3 Yes 0097284 3 5.0000 .1875 .1345 10" 1'-5" CX013 4 6.0000 .2500 .1345 1'-0" 1'-4" 16'-6 7/16" 314# 0 0 Y, (2)GFB2081 GFB2063 GFB2063 0----5 1-0" 4 0 r -I u) 1.1 UJ O W w 1.000:12 A '-9 1/4" 4'-9.. 4 @ 5'-0" 0 6 N O 6 Connection & Plate Schedule 1'-1" 3 Frame Clearances 2 @ 5'-0" 1 OBolt Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo Horiz. Clearance between members 1(CX012) and 4(CX013): 30'-10" Dia. Length Thick. Out In Vert. Clearance at member 1(CX012): 17'-8 7/16" A 12 A325 3/4" 2 1/2" 3/8" 3 3 Yes 0097284 Vert. Clearance at member 4(CX013): 14'-10 11/16" B 10 A325 3/4" 2 1/2" 1/2" 2 3 Yes 0097284 Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 1.000:12 A '-9 1/4" 4'-9.. 4 @ 5'-0" 0 6 N O 6 7 3/16" 4 1'-1" 3 2'-6" 2 2 @ 5'-0" 1 8 1/2" ❑ Dimension Key 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. 35'-0" FRAME CROSS SECTION AT FRAME LINES) 10 THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. Shape Name = 35 x 265 Wall 4, Frame 7 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE I BY I DESCRIPTION 1/25/2016 NTS 12:03:58 0 I �, Q�,OFESS o A U G: C64705 X z w 1 0 �9TCJV FOFnCA� PERMIT SET- For Building Dept. Approval FRAME CROSS SECTION AT FRAME LINE(S) 10 BUILDER JOB # Modern Building Inc. 15-023777-01 """"Weiss McNair DATE LOCATION Chico, California BUILDINGS 1/2 NCHECK 16 DRAWWCHECK PROJECT Weiss McNair VARCO PRl1DEN AEG FILENAME. Weiss McNair Powdercoating Structure 1a1� TbPf BlueScope Buildings North America, Inc Frame Member Schedule 15-023777-01 CUSTOME eiss McNair OBolt Connection & Plate Schedule Frame Clearances BUILDINGS Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Approx.Weight Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo Horiz. Clearance between members l(CX014) and 4(CX015): 30'-10" CX014 1 5.0000 .1875 .1345 1'-0" 1'-5" 19'-2 3/4" 291# Dia. Length Thick. Out In Vert. Clearance at member l(CX014): 17'-8 7/16" RBX007 2 5.0000 .1875 .1345 1'-2" 10" 31'-0 5/8" 402# A 12 A325 3/4" 2 1/2" 3/8" 3 3 Yes 0097284 Vert. Clearance at member 4(CX015): 14'-10 11/16" 3 5.0000 .1875 .1345 10" 1'-5" B 10 A325 3/4" 2 1/2" 1/2" 2 3 Yes 0097284 Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) CX015 4 6.0000 .2500 .1345 1'-0" 1'-4" 16'-6 7/16" 314# 4 (2)GFB2081 GFB2063 0 0 GFB2063 6 7 3/16" 4 1'-1" 3 2'-6" 2 2 @ 5'-0" 1 8 1/2" ❑ Dimension Key 7/16- —� —-4-9 1/4" 1.000:12 A 0 Cl)LO VQ m 4 @ 5'-0" w o w LO 6 0 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. 5' -0 - FRAME CROSS SECTION AT FRAME LINES) 11 THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. Shape Name = 35 x 265 Wall 4, Frame 8 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE I BY I DESCRIPTION NTS 1/25/2016 12:04:00 �QROFESS/0 Q:O A. M 9! �i cr C64705 -A 0 1xx rra '\ lI28/2016 f sT\� F' PERMIT SET- For Building Dept. Approval FRAME CROSS SECTION AT FRAME LINE(S) 11 BUILDER Modern Building Inc. JUtl 3 15-023777-01 CUSTOME eiss McNair DATE 1/27/2016 LOCATION Chico, California BUILDINGS DRAWWCHECK PROJECT Weiss McNair VARCO PRl1DEN AEG FILENAME:I of BlueScope Buildings North America, Inc Weiss McNair Powdercoating Structure I .. `.�� Frame Member Schedule Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Approx.Weight CX014 1 5.0000 .1875 .1345 1'-0" 1'-5" 19'-2 3/4" 291# RBX007 2 5.0000 .1875 .1345 1'-2" 10" 31'-0 5/8" 402# 3 5.0000 .1875 .1345 10" 1'-5" CX016 4 6.0000 .2500 .1345 1'-0" 1'-4" 16'-6 7/16" 314# ow -Al (2)GFB2081 GFB2063 0 0 GFB2063 6 7 3/16" 4 1'-1" 3 2'-6" 2 2 @ 5'-0" 1 8 1/2" ❑ Dimension Key -9 1/41, 0 0 o N W U' cD Ln 2 OBolt Connection & Plate Schedule Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo Dia. Length Thick. Out In A 12 A325 3/4" 2 1/2" 3/8" 3 3 Yes 0097284 B 10 A325 3/4" 2 1/2" 1/2" 2 3 Yes 0097284 �-35'-1 7j16" 1,000:12 4 A @ 5'-0„ 6 1. USE 112 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. 35'-0" FRAME CROSS SECTION AT FRAME LINES) 12 THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. Shape Name = 35 x 265 Wall 4, Frame 9 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. Frame Clearances Horiz. Clearance between members 1(CX014) and 4(CX016): 30'-10" Vert. Clearance at member 1(CX014): 17'-8 7/16" Vert. Clearance at member 4(CX016): 14'-10 11/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE I BY I DESCRIPTION 1/25/2016 NTS 12:04:01 1-4 /�OFESS/O* �p O A. U rr C64705 X z w * 1/282016 cry OF CAL�FO PERMIT SET- For Building Dept. Approval FRAME CROSS SECTION AT FRAME LINE(S) 12 BUILDER JOB # Modern Building Inc. 15-023777-01 CUSTOMER-.eiss McNair DATE LOCATION LCWWF11CO3 California AVARCOPRUDEN ILDINGS 1 /27/2016 DRAWNICHECK PROJECT W.;cc MrlJ.ir AEG FILENAME. Weiss McNair POWdercOating Structure ,,jcd giore BlueScope Buildings North America, Inc Frame Member Mem Schedule Width Thick WebThk. Depthl Depth2 Approx.Lgth Approx.Weight Part CX017 1 5.0000 .1875 .1345 1'-0" 1'-0" 19'-2 3/4" 261# RBX008 2 5.0000 .1875 .1345 9" 9" 31'-9 3/16" 357# = 100'-0" (Unless 3 5.0000 .1875 .1345 9" 11" CX018 4 5.0000 .3125 .1345 1'-0" 1'-0" 16'-6 1/8" 294# Q GFB2050 GFB2050 e 0 0 5'-0„ 35-1 7/16" 1.000:12 A --+-4'-9 1/4 r C' r 8 9 m N C) E. W N 9 7 3/16" 8 2 @ 2'-6" 6 1'-1" BUILDINGS. IT IS APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED Bolt Connection & Plate Schedule Washer PartNo Frame Horiz. Clearances Clearance between members l(CX017) and 4(CX018): 31'-7" Id Qty Grade Bolt Bolt Plate Rows Rows Vert. Clearance at member l(CX017): 18'-4 1/4" Dia. Length Thick. Out In 1 1 Yes 0097284 Vert. Clearance at member 4(CX018): 15'-6 5/8" A 4 A325 3/4" 2 1/2" 5/8" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 5'-0„ 35-1 7/16" 1.000:12 A --+-4'-9 1/4 r C' r 8 9 m N C) E. W N 9 7 3/16" 8 2 @ 2'-6" 6 1'-1" BUILDINGS. IT IS APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED 5 2'-6" FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. 4 2 @ 5'-0" 3 3'-6" THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE 2 4'-0" GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS 1 8 1/2" Dimension Key 1. USE 1/2 X 1 112 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE I BY DESCRIPTION 1/25/2016 NTS 12:04:03 FES% �o A. cn rz C64705 z U1 * 1/28/2016 ��qTFI OFCAL�FG��\P PERMIT SET- For Building Dept. Approval FRAME CROSS SECTION AT FRAME LINE(S) 13 Shape Name = 35 x 265 Wall 4, Frame 10 THE VP ENGINEER'S SEAL APPLIES ONLY TO AND THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE THE WORK PRODUCT OF VP AND DESIGN PERFORMANCE REQUIREMENTS SPECIFIED BY VP. BUILDINGS. IT IS APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED THE VP ENGINEER'S SEAL DOES NOT APPLY TO FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE PERFORMANCE OR DESIGN OF ANY OTHER [ON Chico, Califomia PRODUCT OR COMPONENT FURNISHED BY VP THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE EXCEPT TO ANY DESIGN OR PERFORMANCE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS REQUIREMENTS SPECIFIED BY VP. DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE I BY DESCRIPTION 1/25/2016 NTS 12:04:03 FES% �o A. cn rz C64705 z U1 * 1/28/2016 ��qTFI OFCAL�FG��\P PERMIT SET- For Building Dept. Approval FRAME CROSS SECTION AT FRAME LINE(S) 13 JOB # 3UILDER Modern Building Inc. 15-023777-01 CUSTOMERWeISS McNair DAT /2712016 [ON Chico, Califomia BUILDINGS DRAWWCHECK PROJECT . _. .._.._ VARCOPRIAEN AEG FILENAME:of BlueScope Buildings North America, Inc Weiss McNair Powdercoating Structure 1�1`.�`I.j% Frame Member Schedule Frame Clearances Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Approx.Weight CX019 1 5.0000 .2500 .1345 1'-0" 1'-5" 18'-4 3/4" 311# RBX009 2 5.0000 .1875 .1345 10" 9" 21'-2" 234# Vert. 3 5.0000 .1345 .1345 9" 1'-2" 3/8" 1 CX020 4 5.0000 .2500 .1345 1'-0" 1'-2" 16'-6 5/16" 264# 60 5'-1 1/16" 1.000: Q 4 @ 5'-01, O Fq .n AS j co atf C64705 -A i 1 I C7 1 Lo 25 -0" B S 1/28/2016 B FRAME CROSS SECTION AT FRAME LINE (S) 1, Tqr� OFCAt�F�Q-�` 5 1'-1" 4 7 1/4" 3 4'-5 13/16" 1 8 1/2" Dimension Key Shape Name= 25x78Wall 4,Frame l PERMIT SET- For Building Dept. Approval 1. USE 1/2 X 1 112 A325 -N BOLT (49080) AND NUT (47120) THE VP ENGINEER'S SEAL APPLIES ONLY TO THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP VP Buildings W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, THE WORK PRODUCT OF VP AND DESIGN AND BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE FRAME CROSS SECTION AT FRAME LINE(S) 1 SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, PERFORMANCE REQUIREMENTS SPECIFIED BY VP. APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED 3200 Players Club Circle Memphis TN 38125 UNLESS NOTED OTHERWISE. THE VP ENGINEER'S SEAL DOES NOT APPLY TO FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE PERFORMANCE OR DESIGN OF ANY OTHER REV DATE BY DESCRIPTION BUILDER Jos a 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME Modern Building Inc. 15-023777-01 """'Weiss DA SIDE OF THE WEB AS THE HILLSIDE WASHER. PRODUCT OR COMPONENT FURNISHED BY VP THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE McNair 1 /27/2016 EXCEPT TO ANY DESIGN OR PERFORMANCE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS REQUIREMENTS SPECIFIED BY VP. LocnrloN Chico, California BUILDINGS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS DRAwwcr ECK ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT Weiss McNair VARCO PRwEN AEG INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUILDERS PO# A BlueScope Steel Company PAGE NTS TBD VPC VERSION: 2015.2b 16 1/25/2016 12:04:04 FILENAME. Weiss McNair Powdercoating Structure 131`Lyiof BlueScope Buildings North America, Inc. Plate Schedule Frame Clearances Bolt Connection & Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo Horiz. Clearance between members 1(CX019) and 4(CX020): 21'-0" Dia. Length Thick. Out In Vert. Clearance at member l(CX019): 17'-2 9/16" A 6 A325 3/4" 2 1/2" 1/2" 1 2 Yes 0097284 Vert. Clearance at member 4(CX020): 15'-3 13/16" B 4 A325 3/4" 2 1/2" 3/8" 1 1 Yes 0097284 Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 5'-1 1/16" 1.000: Q 4 @ 5'-01, O Fq .n AS j co atf C64705 -A i 1 I C7 1 Lo 25 -0" B S 1/28/2016 B FRAME CROSS SECTION AT FRAME LINE (S) 1, Tqr� OFCAt�F�Q-�` 5 1'-1" 4 7 1/4" 3 4'-5 13/16" 1 8 1/2" Dimension Key Shape Name= 25x78Wall 4,Frame l PERMIT SET- For Building Dept. Approval 1. USE 1/2 X 1 112 A325 -N BOLT (49080) AND NUT (47120) THE VP ENGINEER'S SEAL APPLIES ONLY TO THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP VP Buildings W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, THE WORK PRODUCT OF VP AND DESIGN AND BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE FRAME CROSS SECTION AT FRAME LINE(S) 1 SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, PERFORMANCE REQUIREMENTS SPECIFIED BY VP. APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED 3200 Players Club Circle Memphis TN 38125 UNLESS NOTED OTHERWISE. THE VP ENGINEER'S SEAL DOES NOT APPLY TO FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE PERFORMANCE OR DESIGN OF ANY OTHER REV DATE BY DESCRIPTION BUILDER Jos a 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME Modern Building Inc. 15-023777-01 """'Weiss DA SIDE OF THE WEB AS THE HILLSIDE WASHER. PRODUCT OR COMPONENT FURNISHED BY VP THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE McNair 1 /27/2016 EXCEPT TO ANY DESIGN OR PERFORMANCE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS REQUIREMENTS SPECIFIED BY VP. LocnrloN Chico, California BUILDINGS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS DRAwwcr ECK ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT Weiss McNair VARCO PRwEN AEG INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUILDERS PO# A BlueScope Steel Company PAGE NTS TBD VPC VERSION: 2015.2b 16 1/25/2016 12:04:04 FILENAME. Weiss McNair Powdercoating Structure 131`Lyiof BlueScope Buildings North America, Inc. Frame Member Schedule THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP THE WORK PRODUCT OF VP AND DESIGN AND Id Qty Grade Bolt Bolt Plate Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Approx.Weight CX021 1 6.0000 .2500 .1345 1'-0" 1'-5" 18'-4 3/4" 348# RBX010 2 5.0000 .1875 .1345 1'-6" 11" 22'-4 1/8" 302# 3 5.0000 .1875 .1345 11" 11" CX022 4 6.0000 .2500 .1345 1'-0" 1'-0" 15'-7 1/8" 262# Bolt Connection & Plate Schedule THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP THE WORK PRODUCT OF VP AND DESIGN AND Id Qty Grade Bolt Bolt Plate Rows Rows PartNo 1/27/2016 Dia. Length Thick. Out In A 10 A325 3/4" 2 1/2" 3/8" 2 3 0097284 B 8 A325 3/4" 2 1/2" 1/2" 2 2 0097284 5'-1 1/16" 1.000: 4 —4 @ C) IL (ra N 4 U7 Y1 k7 kl U' 5 1'-1" 4 7 1/4" 3 4'-5 13/16" 1 8 1/2" Dimension Key 1. USE 1/2 X 1112 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. 25'-0" FRAME CROSS SECTION AT FRAME LINES) 2 Frame Clearances Horiz. Clearance between members l(CX021) and 4(CX022): 21'-2" Vert. Clearance at member 1(CX021): 16'-6 9/16" Vert. Clearance at member 4(CX022): 15'-7 1/8" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE I BY I DESCRIPTION 1/25/2016 NTS 12:04:06 ko Q�kpFESS/O�� �p �p A. Mq of v rp cc C64705A may, z ' 1/28/2016 CIV ��P \F OF CA" � 0 PERMIT SET- For Building Dept. Approval FRAME CROSS SECTION AT FRAME LINE(S) 2 Shape Name = 25 x 78 Wall 4, Frame 2 THE VP ENGINEER'S SEAL APPLIES ONLY TO THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP THE WORK PRODUCT OF VP AND DESIGN AND BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE PERFORMANCE REQUIREMENTS SPECIFIED BY VP. APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED THE VP ENGINEER'S SEAL DOES NOT APPLY TO FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE PERFORMANCE OR DESIGN OF ANY OTHER 1/27/2016 PRODUCT OR COMPONENT FURNISHED BY VP THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE EXCEPT TO ANY DESIGN OR PERFORMANCE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS REQUIREMENTS SPECIFIED BY VP. DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. Frame Clearances Horiz. Clearance between members l(CX021) and 4(CX022): 21'-2" Vert. Clearance at member 1(CX021): 16'-6 9/16" Vert. Clearance at member 4(CX022): 15'-7 1/8" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE I BY I DESCRIPTION 1/25/2016 NTS 12:04:06 ko Q�kpFESS/O�� �p �p A. Mq of v rp cc C64705A may, z ' 1/28/2016 CIV ��P \F OF CA" � 0 PERMIT SET- For Building Dept. Approval FRAME CROSS SECTION AT FRAME LINE(S) 2 JOB . BUILDER Modern Building Inc. 15-023777-01 CUSTOMER_�eISS 2LW DATE McNair 1/27/2016 LOCATION Chico, California BUILDINGS ORAwWCHECK PROJECT •�__j. VARCOPRUDEN AEG FILENAME. Weiss McNair Powdercoating Structure 1a1�giW BlueScope Buildings North America, Inc Frame Member Schedule Part Mem Width CX023 1 6.0000 RBX011 2 5.0000 18'-4 3/4" 3 5.0000 CX022 4 6.0000 5 1'-1" 4 7 1/4" 3 4'-5 13/16" 1 8 1/2" [-]Dimension Key Thick WebThk. Depthl Depth2 Approx.Lgth .2500 .1345 1'-0" 1'-3" 18'-4 3/4" .1875 .1345 1'-3" 11" 22'-6 3/16" .1875 .1345 11" 11" In .2500 .1345 1'-0" 1'-0" 15'-7 1/8" 5'-1 1/16" 1.000: @ U o rn N Vn (L W W 1;7 PartNo 0097284 0097284 4 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. 25'-0" FRAME CROSS SECTION AT FRAME LINES) 3 THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. Shape Name = 25 x 78 Wall 4, Frame 3 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. Frame Clearances Horiz. Clearance between members l(CX023) and 4(CX022): 21'-4" Vert. Clearance at member l(CX023): 16'-11 15/16" Vert. Clearance at member 4(CX022): 15'-7 1/8" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE I BY I DESCRIPTION NTS 1/25/2016 12:04:07 kD •-I C r -I QROFESsjo A. U c i rz C64705 X i w.i1//�� �� * 1/28/2016 CfV P �rF OF CAS-�FOEy PERMIT SET- For Building Dept. Approval FRAME CROSS SECTION AT FRAME LINE(S) 3 Bolt Connection & Plate Schedule JOB K Approx.Weight Id Qty Grade Bolt Bolt Plate Rows Rows 336# 1 16 Dia. Length Thick. Out In 297# A 6 A325 3/4" 2 1/2" 1/2" 1 2 B 8 A325 3/4" 2 1/2" 1/2" 2 2 262# 5'-1 1/16" 1.000: @ U o rn N Vn (L W W 1;7 PartNo 0097284 0097284 4 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. 25'-0" FRAME CROSS SECTION AT FRAME LINES) 3 THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. Shape Name = 25 x 78 Wall 4, Frame 3 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. Frame Clearances Horiz. Clearance between members l(CX023) and 4(CX022): 21'-4" Vert. Clearance at member l(CX023): 16'-11 15/16" Vert. Clearance at member 4(CX022): 15'-7 1/8" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE I BY I DESCRIPTION NTS 1/25/2016 12:04:07 kD •-I C r -I QROFESsjo A. U c i rz C64705 X i w.i1//�� �� * 1/28/2016 CfV P �rF OF CAS-�FOEy PERMIT SET- For Building Dept. Approval FRAME CROSS SECTION AT FRAME LINE(S) 3 BUILDER JOB K Modern Building Inc. 15-023777-01 CUSTOME RNeiss McNair DATE 1 16 LOCATION Chico, California BUILDINGS NCHECK DRAWWCHECK PROJECT Weiss McNair VARCOPRUDEN AEG FILENAME:i of BlueScope Buildings North America, Inc Weiss McNair Powdercoating Structure I . .i}i ROD SLOT BACKING PLATE MAY EXIST HARDWARE INSTALL IN THIS ORDER: HILLSIDE WASHER FLAT WASHER "B" FLAT WASHER "A" HEX NUT WALL BRACE ROD 0A7-- 0/10/10 WV.ROD BRACING THRU ROD SLOT BR02H" °'1 COLUMN SHOWN / RAFTER SIMILAR COLUMN / RAFTER HAUNCH - ROD SLOT BACKING PLATE MAY EXIST HARDWARE INSTALLED IN THIS ORDER: HILLSIDE WASHER FLAT WASHER "B" FLAT WASHER "A" HEX NUT NOTE: FIELD CUT HOLES IN INSET GIRTS AT INTERFERENCE WITH RODS WALL BRACE ROD WASHERS ROD DIA. NUT A B HILLSIDE 3 8' 095321 096408 46040 043657 1 2" 095230 095872 095946 043657 5/8" 095233 095945 095946 043657 3/4" 095235 1 095946 095948 043658 7 8 095237 1 095947 095948 043658 1" 095238 09594E 095949 D43659 1 1/8" 095239 095949 095949 043659 0A7-- 0/10/10 WV.ROD BRACING THRU ROD SLOT BR02H" °'1 COLUMN SHOWN / RAFTER SIMILAR COLUMN / RAFTER HAUNCH - ROD SLOT BACKING PLATE MAY EXIST HARDWARE INSTALLED IN THIS ORDER: HILLSIDE WASHER FLAT WASHER "B" FLAT WASHER "A" HEX NUT NOTE: FIELD CUT HOLES IN INSET GIRTS AT INTERFERENCE WITH RODS WALL BRACE ROD �. °A -05/10/10T— rw.os ROD BRACING THRU ROD SLOT BR02J 1 SIDEWALL COLUMN SHOWN / RAFTER SIMILAR 1. USE 1/2 X 1 112 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. BRACE ¢ FRAME BRACE ROOF LOCATION I LOCATION I SECONDARY MEMBER ]0 *0 I D0 --DI 0 0- - - - - - 4 `— FLANGE BRACE (GFB—) OR (HFB—) CLIP REO'O W/ THICK FIANCES FLANGE BRACE WILL TYPICALLY CONNECT TO THE WEB OF THE FRAME MEMBER. O ALTERNATE CONNECTIONS FLANGE BRACE REQUIREMENTS: RULE#1— ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. RULE12— SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON CROSS SECTION IS NOT ACCOMPANIED BY (2). RULE#3— FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB WHEN PART MARK IS ACCOMPANIED BY (2). RULE#4— WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE CENTER OF THE BUILDING. RULE#5— WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME SIDE OF THE FRAME WEB. ** 10" do 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. °"'-°'/°'/09MV. NO °° TYPICAL FLANGE BRACE CONNECTIONS BR06AE CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. F '= FEET G = GAGE I = INCHES 0 = OPERATION E = EIGHTHS C = FIN/COLOR PANEL/COVERING W 1 3 1 1 7 2 6 1 K T D *FFIIE000CCC LENGTH CODE INSULATION 161301036030 WV ** F F F I I I I I I E C C LENGTH WIDTH THK CODE SECONDARY (STANDARD) 0 B Z 1 9 1 1 4 1 7————— ***FFIIECG***** DEPTHLENGTH GAGE ADJUST.CODES SHAPE SECONDARY (SPECIAL) 00108Z1911417——— * * * * * * F F 1 1 E G G * * * COUNTER DEPTH& LENGTH GAGE ADJUST.CODES SHAPE ROD BRACING CX*** = COLUMN (PLATE) CGX*** — COLUMN (GAGE) WCX*** = COLUMN (HOTROLL) RBX*** =RAFTER (PLATE) BGX*** = RAFTER (GAGE) WRX*** a RAFTER (HOTROLL) TRX*** = TRUSS RAFTER ICX*** = INTERIOR COLUMN PCX*** = PIPE COLUMN TCX*** = TUBE COLUMN EPX*** = ENDPOST (PLATE) EGX*** — ENDPOST (GAGE) CBX*** = CANOPY (PLATE) CBX*** = PIGGYBACK CANOPY DCC*** = 8 1/2' GAGE POST DCE*** = 10" GAGE POST 0 3 R S 2 5 1 0 RS - THREADS BOTH ENDS I E * * F F I I RT = THREADS ONE END - CLEVIS ONE END DIA LENGTH RU = CLEVIS BOTH ENDS RP = THREAD BOTH ENDS — NO HILLSIDES E!00/29/11 IREV. 11U. 011 MARK NUMBER KEY EN50B1 I COMMON GENERATED MARK NUMBERS VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE I BY I DESCRIPTION NTS 1/25/2016 SEDSheet 12:04:07 BASIC ERECTION GUIDE REQUIRED FOR THIS PROJECT: REFER TO: EN VO02 VARCO PRUDEN BUILDINGS BASIC ERECTION GUIDE The Field Guide for correctly storing and erecting Varco Pruden Metal Building Systems BACK COVER: 4001 BASIC ERECTION GUIDE BASIC ERECTION GUIDE - STRUCTURAL ,Q�,pFESS/p,,, O O A. of ql U X G) C64705'A'E CD i 114/1 rt � �1/28/2016sTOFCXLNN PERMIT SET- For Building Dept. Approval PRIMARY BRACING SEDS BUILDER JOB # Modern Building Inc. 15-023777-01 CUSTOM"WeiSS McNair DATE LOCATION Chico, California BUILDINGS 1/27/2016 DRAWWCHECK PROJECT Weiss McNair VARCO PRUDEN AEG BUILDERS PO# A BlueScope Steel Company PACE TBD VPC VERSION 2015.2b 19 FILENAME.Weiss McNair Powdercoating Structure *c2 §si9r}�of BlueScope Buildings North America, Inc. WASHERS IA. NUT A B HILLSIDE ' 095321 096408 46040 043657 " 095230 095872 095946 043657 095233 095945 095946 043657 R3/4" 095235 095946 095948 043658 " 095237 095947 095948 043658 095238 095948 095949 043659 8" 095239 095949 095949 1 043659 �. °A -05/10/10T— rw.os ROD BRACING THRU ROD SLOT BR02J 1 SIDEWALL COLUMN SHOWN / RAFTER SIMILAR 1. USE 1/2 X 1 112 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. BRACE ¢ FRAME BRACE ROOF LOCATION I LOCATION I SECONDARY MEMBER ]0 *0 I D0 --DI 0 0- - - - - - 4 `— FLANGE BRACE (GFB—) OR (HFB—) CLIP REO'O W/ THICK FIANCES FLANGE BRACE WILL TYPICALLY CONNECT TO THE WEB OF THE FRAME MEMBER. O ALTERNATE CONNECTIONS FLANGE BRACE REQUIREMENTS: RULE#1— ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. RULE12— SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON CROSS SECTION IS NOT ACCOMPANIED BY (2). RULE#3— FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB WHEN PART MARK IS ACCOMPANIED BY (2). RULE#4— WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE CENTER OF THE BUILDING. RULE#5— WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME SIDE OF THE FRAME WEB. ** 10" do 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. °"'-°'/°'/09MV. NO °° TYPICAL FLANGE BRACE CONNECTIONS BR06AE CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. F '= FEET G = GAGE I = INCHES 0 = OPERATION E = EIGHTHS C = FIN/COLOR PANEL/COVERING W 1 3 1 1 7 2 6 1 K T D *FFIIE000CCC LENGTH CODE INSULATION 161301036030 WV ** F F F I I I I I I E C C LENGTH WIDTH THK CODE SECONDARY (STANDARD) 0 B Z 1 9 1 1 4 1 7————— ***FFIIECG***** DEPTHLENGTH GAGE ADJUST.CODES SHAPE SECONDARY (SPECIAL) 00108Z1911417——— * * * * * * F F 1 1 E G G * * * COUNTER DEPTH& LENGTH GAGE ADJUST.CODES SHAPE ROD BRACING CX*** = COLUMN (PLATE) CGX*** — COLUMN (GAGE) WCX*** = COLUMN (HOTROLL) RBX*** =RAFTER (PLATE) BGX*** = RAFTER (GAGE) WRX*** a RAFTER (HOTROLL) TRX*** = TRUSS RAFTER ICX*** = INTERIOR COLUMN PCX*** = PIPE COLUMN TCX*** = TUBE COLUMN EPX*** = ENDPOST (PLATE) EGX*** — ENDPOST (GAGE) CBX*** = CANOPY (PLATE) CBX*** = PIGGYBACK CANOPY DCC*** = 8 1/2' GAGE POST DCE*** = 10" GAGE POST 0 3 R S 2 5 1 0 RS - THREADS BOTH ENDS I E * * F F I I RT = THREADS ONE END - CLEVIS ONE END DIA LENGTH RU = CLEVIS BOTH ENDS RP = THREAD BOTH ENDS — NO HILLSIDES E!00/29/11 IREV. 11U. 011 MARK NUMBER KEY EN50B1 I COMMON GENERATED MARK NUMBERS VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE I BY I DESCRIPTION NTS 1/25/2016 SEDSheet 12:04:07 BASIC ERECTION GUIDE REQUIRED FOR THIS PROJECT: REFER TO: EN VO02 VARCO PRUDEN BUILDINGS BASIC ERECTION GUIDE The Field Guide for correctly storing and erecting Varco Pruden Metal Building Systems BACK COVER: 4001 BASIC ERECTION GUIDE BASIC ERECTION GUIDE - STRUCTURAL ,Q�,pFESS/p,,, O O A. of ql U X G) C64705'A'E CD i 114/1 rt � �1/28/2016sTOFCXLNN PERMIT SET- For Building Dept. Approval PRIMARY BRACING SEDS BUILDER JOB # Modern Building Inc. 15-023777-01 CUSTOM"WeiSS McNair DATE LOCATION Chico, California BUILDINGS 1/27/2016 DRAWWCHECK PROJECT Weiss McNair VARCO PRUDEN AEG BUILDERS PO# A BlueScope Steel Company PACE TBD VPC VERSION 2015.2b 19 FILENAME.Weiss McNair Powdercoating Structure *c2 §si9r}�of BlueScope Buildings North America, Inc. 0 Secondary Bracing Schedule Id Qty Mark No Spacing 1 58 PBA0504(Typ.) 5'-0" 2 44 PBA0503 5'-0" 3 14 PBA0409 4'-5 13/16" See SED: BR09K5, BR09JG, BR09RY, BR09RZ, BR09K2 EXISTING BUILDING 13-7325(208558 Secondary Part Schedule OPart Mark Key 1 3'-10 1/2" 2 P66 3 RCHB15 1 2 3 4 5 6 � 8 9 10 11 12 265'-0" 78'-0" 31'-6" 31'-6" " 31'-6" 31'-6"19'-829'-4" 29'-4" 29'-4" 29'-4" 30'-0" 23'-0" 24'-0" BL BL -1n1nA 1R1 R5 1R1B6 1R1B7 1R1B8 1R1B9 BL Mark Part E10 00308HS3011414BOl E20 00108HS3205411BOl E22 08H3105411DDB01 E24 08H1907414DDB01 E25 08E1907414DDB01 E26 08H2903411DDB01 E27 00208HS3003411BOl E29 00108ES3205411BOl E30 08E3105411DDB01 E31 08E2903411DDB01 E37 00508HS2211417BOl E40 08E2211411DDB01 E45 0030SES3011411BOl E59 00208ES3003411BOl E65 00408ES2505411BOl E67 00408HS2507414BOl J17 01408JS0506017 P5 08Z370341655BO P10 08Z370341555BO Pil 08Z370341455BO P12 08Z3403415A5BO P13 08Z3403414A5B0 P14 08Z3411412A5BO P19 OBZ281141344BO P20 08Z2905414B5BO P30 OBZ390541555BO P31 08Z220741722BO P33 08Z390541355BO P34 08Z390541655BO P36 08Z370341755BO P66 00708ZS031001700 P81 08Z3605413A5B0 P95 00508ZS3805413BO 1 1'-O" Dimension Key E2U ac.c --- Thick. Depth Lap Detail 0.0790 8 1/2" BR09W2,BR09Y2 0.1130 8 1/2" BR09W2,BR09Y2 0.1130 8 1/2" BR09W2,BR09Y2 0.0790 8 1/2" RS12PE,BR09W2,BR09Y2 0.0790 8 1/2" RS12PE 0.1130 8 1/2" BR09W2,BR09Y2 0.1130 8 1/2" BR09W2,BR09Y2 0.1130 8 1/2" RS12PH,RSI2PA 0.1130 8 1/2" RS12PE,RSI2PA 0.1130 8 1/2" RS12PA 0.0600 8 1/2" BR09W2,BR09Y2 0.1130 8 1/2" RS12PA 0.1130 8 1/2" RS12PH,RSI2PA 0.1130 8 1/2" RS12PH,RSI2PA 0.1130 8 1/2" RS12PA 0.0790 8 1/2" BR09W2,BR09Y2 0.0600 8 1/2" 0.0680 8 1/2" 3'-10 1/2" RS01T1 0.0730 8 1/2" 3'-10 1/2" RS01T1 0.0790 8 1/2" 3'-10 1/2" RSO1T1 0.0730 8 1/2" 3'-10 1/2" RS02T1,RS01T1 0.0790 8 1/2" 3'-10 1/2" RS02T1,RSO1T1 0.0980 8 1/2" 3'-10 1/2" RS02T1,RSO1T1 0.0880 8 1/2" 2'-10 1/2" RS0lT1 0.0790 8 1/2" 3'-10 1/2" RS01T1 0.0730 8 1/2" 3'-10 1/2" RS01T1 0.0600 8 1/2" 1'-4 1/2" RSO1T1 0.0880 8 1/2" 3'-10 1/2" RSO1T1 0.0680 8 1/2" 3'-10 1/2" RSO1T1 0.0600 8 1/2" 3'-10 1/2" RS01T1 0.0600 8 1/2" RS02T1 0.0880 8 1/2" 3'-10 1/2" RS02T1,RS01T1 0.0880 8 1/2" 3'-10 1/2" RS02T1,RSO1T1 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) WIO WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. ROOF SECONDARY PLAN See pages 21 and 22 Shape Name = 35 x 265, Shape = 25 x 78 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE I BY DESCRIPTION 1/25/2016 NTS 12:04:10 RUFESS/O ipQ D A. At � Aq! q 0 G) C64705 >c �1/2912016 '' \Q11FCAt-� PERMIT SET- For Building Dept. Approval ROOF SECONDARY PLAN 3UILUtK Modern Building Inc. 15-023777-01 JUSTO""Weiss McNair DAT /27/2016 _OCATION Chico, Califomia BUILDINGS DRAwwcliECK PROJECT ... , VARCOPRUDEN AEG FILENAME:i of BlueScope Buildings North America, Inc Weiss McNair Powdercoating Structure 1�2. .� ¢ FRMAE BRACE (55307) BRACE ROOF LDCATDN LOCATION SECONDARY It MEMBER o.• •+n I O OI �— I 0 o of RULE#2— SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON FLANGE BRACE CROSS SECTION IS NOT ACCOMPANIED BY (2). (CFO—) OR (HFB—) ERECTION NOTE: WHEN A CHANNEL BRACE DOES NOT LINE UP WITH ANOTHER CHANNEL BRACE OR THE SLOTS IN THE PURUN WEB FOR A DROP PIN CONNECTION BEND THE CHANNEL TABS TOWARD THE PURUN WEB AND USE A SELF -DRILLER (55307) TO ATTACH (2) 1/4-14 x 1 1/4" STRUCT. SCREWS (2) 1/4-14 x 1 1/4" STRUCT. SCREWS CLP REO.O W/ FLANGE BRACE WILL TYPICALLY (55307) THICK FLANGES CONNECT TO THE WEB OF THE if FRAME MEMBER. HANNELCHANNEL It BRACE BRACE 'RACE STRAP (CPB-) (CPB-) ALTERNATE CONNECTIONS H FLANGE BRACE REQUIREMENTS: (NOT REQ. AT 7" PURUN RULE#1— ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. EAVE PURUN RULE#2— SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON TO 7" EAVE STRUT) CROSS SECTION IS NOT ACCOMPANIED BY (2). PURLIN RULE#3— FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB SSR/HWR/SLR HIGH EAVE STRUT ALL WALL PANEL TYPE WHEN PART MARK IS ACCOMPANIED BY (2). PURLIN PBA- TYP. RULE#4— WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE USE WHEN CHANNEL BRACE USE WHEN CHANNEL BRACE CENTER OF THE BUILDING. DOES LINE UP WITH THE DOES NOT LINE UP WITH RULE#5— WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME SLOTS IN THE PURLIN WEB. THE SLOTS IN THE PURLIN WEB. SIDE OF THE FRAME WEB. FOR LOCATION ** 10" do 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURUN LAP. "° °° �. °A"°'/01/09 6EV.TYPICAL FLANGE BRACE CONNECTIONS CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN REV. DAM -04/01/11 REV. ND0 CHANNEL BRACE ENDING AT PURLIN WEB SELF -DRILLER WITH BENT TABS BR09JG BR06AE INT. FRAME INT. FRAME DETAIL USED FOR INTERIOR BAY AND AT FRAME LINE INTERIOR BAY** FIELD DRILL HIGH EAVE STRUT 16=0.068 (1) 5/16" DIA. FIELD BEND •EAVE PURLIN HOLE (IF REQUIRED) (1) PURLIN BRACE 0 0 0 BRACE (PBA—) FOR SCRU—BOLT CHANNEL CONNECTION BOTTOM OF " (2) PURLIN BRACE O ] 0 ROOF SHEET i CHANNELS HEAVE PURLIN CONNECTION TO BRACE (PBA—) TOP OF STRUT ><x (4) PURUN BRACE ]��� ADJUST. CODES CHANNELS ELD DRILL GAGE 3° TYPICAL i CLUSTER STANDARD NOTES: -4� _ HOLE FOR — PURUNS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES. USE (1) 11/32" X 1 1/4" THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: T-45 GRAY SCRUBOLT 097352) SCRUBOLT NUT (097267 0 — DO NOT INSTALL PURUN BRACES AT THIS CLUSTER LOCATION. HEAD OF SCRUBOLT TO ] — INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. USE (2) 1/2" EAVENSTORUTIDE OF SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS. GALV. HEX NUTS 47120) LOCATE - INSTALL PURLIN BRACES AT THE RIDGE AND WORK TOWARD THE EAVE. �1) NUT ON EACH *NOTE: SEE ROOF FRAMING PLAN FOR SIDE OF PURLIN PBA- LOCATION AND QUANTITY. - CHANNEL BRACE MAY BE LOCATED IN EITHER SET OF SLOTS IN CLUSTER LOCATE PBA- IN UPPER POSITION PROVIDED THEY ARE ALIGNED FROM EAVE TO EAVE IN A GIVEN BAY. WHEN ONLY (1)PBA IS REQUIRED. No.oO REV. DATE; 07/01/09 1 FEV,PURLIN BRACE CLUSTER LOCATION INTERIOR BAY CHANNEL LOCATION RMDAM"/26/'2 IREV. "°. °' HIGH EAVE PURLIN BRACE ALL WALL PANEL TYPE BR09RZ BR09W2 ERECTION DRAWING PART MARK C P R 1W1B3 _TT T BAY NUMBER CANOPY (C)/PARTITION(P)/ ROOF(R)/WALL(W) NUMBER BUILDING SHAPE THE BAY/BUNDLE CODE IDENTIFIES THE BUILDING CANOPY/PARTITION/ ROOF/WALL PLANE AND BAY 1. DATE;01/31/13 REV, N°'01 SECONDARY BUNDLE LOCATION KEY EN51 B3 ALL SECONDARY DEPTHS 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. 41 LI `07/0'/09 REV. NO.00 PURLIN AND GIRT SIZES EN53F1 il 8 1/2" 216mm THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. USE (1) 11/32" X 1 1/4" T-45 GRAY SCRUBOLT(D97352) SCRUBOLT NUT (09726 HEAD OF SCRUBOLT TO BE ON OUTSIDE OF EAVE STRUT ---I USE (2) 1/2" GALV. HEX NUTS �1) 47120) LOCATE NUT ON EACH SIDE OF PURUN USE TOP HOLE OF ANTI -ROLL CLIP IF PRESENT. PURUN AT EAVE STRUT BEND PBA TABS AND USE (2)11/32" X 1 1/4" T-45 GRAY SCRUBOLT (097352) AND SCRUBOLT NUT (097267) (HEAD OF SCRUBOLT TO BE ON OUTSIDE OF EAVE STRUT)- EAVE PURUN SEE FACE OF BRACE ASSY. EAVE STRUT VIEW \ (PBA-) FOR TAB ATTACHMENT FACE OF EAVE STRUT 0 10" � a 1 �2 • P�R�iN L 1,4 � \-EAVE PURUN BRACEUSE (2) 1/2" GALV. HEX LEAVE STRUT AVE STRUT (PBA-) AT 8 1/2", 10", NUTS (47120) LOCATE (1) USE (2) 1 /2" 'RACE STRAP 11 1/2" PURLINS. NUT EACH SIDE OF PURLIIN H =SBS1) AT B 1/27", (NOT REQ. AT 7" PURUN PBA- LOCATION AND QUANTITY. EAVE PURUN 0" 11 1/2" EAVE STRUT TO 7" EAVE STRUT) WHEN ONLY (1)PBA IS REQUIRED. BRACE ASSY. JCP051050 AT 7" EAVE STRUT SSR/HWR/SLR HIGH EAVE STRUT ALL WALL PANEL TYPE BR09Y2 PURLIN PBA- TYP. I II AVE STRUT H = HIGH EAVE STRUT NOTE: SEE ERECTION DRAWINGS HS =HIGH EAVE STRUT 14 = 0.079 FOR LOCATION 15 = 0.073 FOR LOW OR HIGH EAVE LOCATIONS. V. DA 01/07/13 IREV. NO. EAVE BRACE STRAP AND EAVE PURLIN BRACE IREV. DATE:11/26/12 IWV. No.a EAVE STRUT BRACE BR09K2 LOCATED AT EAVE — CENTERLINE OF FRAME BRO9K5 DETAIL USED FOR INTERIOR BAY AND AT FRAME UNE 16=0.068 11 FIELD BEND 1 1/2" SHORTER PBA— TAB FASPANEL CLIP HIGH EAVE STRUT 17 — 0.060 TPANELENER AS SHOW FOR HEAVE PURLIN CONNECTION TO BRACE (PBA—) TOP OF STRUT ADJUST. CODES ELD DRILL GAGE BOTTOM OF (1) 5/16' DIA. ROOF SHEET HOLE FOR EIGHTHS SCRU—BOLT INCHES LENGTH CONNECT10N (millimeters (IF REQUIRED)FFETI 10" � a 1 �2 • P�R�iN L 1,4 � SHAPE USE (1) 11/32" X 1 1/4" DEPTH T-45 GRAY SCRUBOLT (097352) GAGE SCRUBOLT NUT (097267) USE (2) 1 /2" HEAD OF SCRUBOLT TO GALV. HEX NUTS (47120) LOCATE BE ON OUTSIDE OF EAVE STRUT H *NOTE: SEE ROOF FRAMING PLAN FOR SIDE OF PURLIN PBA- LOCATION AND QUANTITY. 08 = 8 1/2' LOCATE PBA- IN UPPER POSITION 12 = 0.098 WHEN ONLY (1)PBA IS REQUIRED. E:027n6/1a NEV.Ro.m 13 = 0.088ES SSR/HWR/SLR HIGH EAVE STRUT ALL WALL PANEL TYPE BR09Y2 WELDED CLIP CONNECTION �P�E ALT. CONNECTION ,1 BOLTED CLIP CONNECTION ALT. CONNECTION 1. END FRAME INT. FRAM END BAY (1) PURUN BRACE 0 1 0 0 CHANNEL (2) PURLIN BRACE 1 0 0 CHANNELS (3) PURUN BRACE I 0 CHANNELS (4) PURLIN BRACE CHANNELS 3" TYPICAL CLUSTER STANDARD NOTES: - PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES. THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: 0 - DO NOT INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. ] - INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS. - INSTALL PURLIN BRACES AT THE RIDGE AND WORK TOWARD THE EAVE. - CHANNEL BRACE MAY BE LOCATED IN EITHER SET OF SLOTS IN CLUSTER PROVIDED THEY ARE ALIGNED FROM EAVE TO EAVE IN A GIVEN BAY. M. DATE: 07/01/09 1 REV. No.00 PURLIN BRACE CLUSTER LOCATION BR09RY END BAY CHANNEL LOCATION TII ADJUST. CODES GAGE millimeters DEPTH SHAPE GAGE DEPTH SHAPE GAGE 07=7" Z=ZEE 11 =0.113 07=7' ZS=ZEE 11 =0.113 08 = 8 1/2" C = CEE 12 = 0.098 08 = 8 1/2' CS = CEE 12 = 0.098 10 = 10" E = LOW EAVE STRUT 13 = 0.088ES 10 = 10" — LOW EAVE STRUT 13 0.088 11 = 11 1/2" H = HIGH EAVE STRUT 14 = 0.079 11 = 11 1/2" HS =HIGH EAVE STRUT 14 = 0.079 15 = 0.073 BB = BACK TO BACK CEE 15 = 0.073 FB = FACE TO BACK CEE 16=0.068 11 FF =FACE TO FACE CEE 16=0.068 17 = 0.060 17 — 0.060 N. DATE: 07/01/09 1 REV. No. 00 U SECONDARY PART MARK NUMBER EN51131 COMMON GENERATED MARK NUMBERS ENDBAY ROOF PURLIN BOLTED CLIP CONNECTION ALT. CONNECTION RAKE BEAM 7" & 8 1/2" PURUNS REV. OATE:06A7/15 REV. N0. 02 PURLIN CONNECTION AT INTERIOR FRAME REV. RS01 T1 CONTINUOUS PURLINS THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. REV THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. I D21 PURLIN CONNEC110N TO END FRAME E: 07/D1/09 1 REV. NO. 00 SPECIAL SECONDARY PART MARK KEY EN51 B2 COMMON GENERATED MARK NUMBERS pOFESSIp� A. c i c: C64705 z uj k 1 /2812016 CIV� OF CA11FO� CONTINUOUS PURLINS II PERMIT SET- For Building Dept. Approval VP Buildings ROOF SECONDARY SED'S 3200 Players Club Circle Memphis TN 38125 JOB # DATE BY DESCRIPTION I BUILDER Modern Building Inc. 1/25/2016 SEDSheet 15-023777-01 """'Weiss McNair DATE BUILDINGS VARCO PRUDEN 1 16 LOCATION Chico, California DRAWNCHECK CHECK AEG PROJECT Weiss McNair A BlueScope Steel Company vPcvERSION: 2015.2b PAGE 21 NTS BUILDERS RO# TBD FILENAME:. i of BlueScope Buildings North America, Inc. Structure I 12:04:10 Weiss McNair Powdercoating . EAVE STRUM EAVE STRUT BRACE STRAP — (ESBS1) AT 8 1/2", 10", 11 1/2" PURLINS. USE (JCP051050) AT 7" PURLINS. SHIM PLATE - (SEE CHART) (2)1/2"X2" A325 BOLT (097280)— SHIM PLATE ROOF PITCH RANGE PART NUMBER .25 TO 1.99 1 N/A 20 TO 2.49 1 ESH1 2.5 TO 3.49 ESH2 3.5 TO 4.00 ESH3 RS12PA (4) 1/2" A307 THIN HEAD BOLT (096636) & NUT (095032) EAVE STRUT BRACE /-EAVE STRUT — /\ (ESBS1)STRAP FRAME OR SOLDIER COLUMN EAVE STRUT CONNECTION AT INTERIOR FRAME I SHIM PLATE (SEE CHART) PLATE (EAP1) SIDEWALL OR SOLDIER COLUMN SHIM PLATE ROOF PITCH RANGE PART NUMBER .25 TO 1.99 N/A 2.0 TO 2.49 N/A 2.5 TO 3.49 ESH1 3.5 TO 4.00 ESH2 1. UNLESS NOTED, USE 112 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. EAVE STRUT (4) 1/2" A307 THIN HEAD BOLT (096636) At NUT (095032) ROOF BEAM L— BOLT EAVE STRUT AND �\v�jllj EAP1 PLATE TO FRAME W/ (8)1/2'X2" A325 BOLT (097280) LOW EAVE STRUT SHOWN — HIGH EAVE STRUT USES SIMILAR PARTS. J1 EAVE STRUT W/ ATTACHMENT PLATE RS12PE INTERIOR FRAME EAVE STRU' CC -1'-0' AT 7- & 8 1/2' OUTSET 1'-3" AT 10' & 11 1/2" OUTSET LOW EAVE STRUT SHOWN - HIGH EAVE STRUT SIMILAR ]AX'03/26/15 IREV, N0. ut EAVE STRUT CONNECTION RS12PH AT END FRAME BER /A H1 H2 H3 BEAM ?80) THE VP ENGINEER'S SEAL APPLIES ONLY TO DESIGN AND THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP FOR ERECTING THE BUILDING DESCRIBED IN THE THE WORK PRODUCT OF VP AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. BUILDINGS. IT IS PROVIDED SOLELY APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED THE VP ENGINEER'S SEAL DOES NOT APPLY TO FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE EXCEPT TO ANY DESIGN OR PERFORMANCE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS REQUIREMENTS SPECIFIED BY VP. DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE 1 BY 1 DESCRIPTION NTS 1/25/2016 SEDSheet 12:04:11 I? arAss/p� �p �pA.Mgq� V c>; C64705 X U1 '0 * 1/28/2016 cS1J�TF CIV PERMIT SET- For Building Dept. Approval ROOF SECONDARY SED'S BUILDER JOB # Modern Building Inc. 15-023777-01 CUSTOMER-.eISS McNair DATE LOCATION Chico, California BUILDINGS DRAWNICHECK 1 /27/2016 PROJECT eA..IJ�i. VARCO PRUDEN AEG FILENAME:.. i of BlueScope Buildings North America, Inc Weiss McNair Powdercoating Structure I .i� Secondary Part Schedule Mark Part Thick. Depth iDetail G2 08Z0705417GQ00 0.0600 8 1/2" WS12A2,WS12H5,WS20F2 G144 08ZO802417DG00 0.0600 8 1/2" WS12A2,WS12H5,WS20F2 H15 00108JS1800017 0.0600 8 1/2" WS20F9 J94 00208JS1606314 0.0790 8 1/2" WS20F9,WS2OF2,WS2OB5,WS2OB8 J95 00308JS1801013 0.0880 8 1/2" WS20F9,WS2OF2,WS2OB5,WS2OB8 ISee pages 28 and 29 5 DJC1101 4 GFA106 3 PG1 2 V0007003090 1 JTG1 Part Mark Key Q BL 8'-6" 18'-0" -� 8'-6" 5'-0" SECONDARY ELEVATION AT 4 7 I I BL Q-OFESS/ON A. tf , �p gyp U C64705 X z w * 1/29/2016 CIV qrF 4 211 OF Cw-\'C 3 4'-7" 2 3'-6" 1 4'-0" [—]Dimension Key PERMIT SET- For Building Dept. Approval Shape Name =35x265, Wall =1 1. UNLESS NOTED, USE 1/2 X 1 112 A325 -N BOLT (49080) AND NUT (47120) THE VP ENGINEER'S SEAL APPLIES ONLY TO THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP VP Buildings W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. THE WORK PRODUCT OF VP AND DESIGN AND BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE SECONDARY ELEVATION AT 4 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE PERFORMANCE REQUIREMENTS SPECIFIED BY VP. APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED 3200 Players Club Circle Memphis TN 38125 STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION THE VP ENGINEER'S SEAL DOES NOT APPLY TO FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. BUILDER Joe u OF WALL AND ROOF SHEETS. THE PERFORMANCE OR DESIGN OF ANY OTHER REV DATE BY DESCRIPTION Modern Building Inc. 15-023777-01 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. PRODUCT OR COMPONENT FURNISHED BY VP cusroMERWeiss McNair THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE DATE EXCEPT TO ANY DESIGN OR PERFORMANCE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS 1/2712016 LOCATION REQUIREMENTS SPECIFIED BY VP. DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS Chico, California BUILDINGS DRAWWCHECK PROJECT Weiss McNair ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, VARCO PRUDEN AEG INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUILDERS PO# A BlueScope Steel Company PAGE NTS TBD VPC VERSION: 2015.2b 23 FILENAME: I BlueScope Buildings North America, Inc. 1/25/2016 12:04:14 Weiss McNair Powdercoating Structure 1a2`.i`�°T Frame Member Schedule 1 1 1 1 1 1 1 1 1 Part Width Thick. Webthk Depthl Approx. Lgth SBX004 SBX001 6" .3750 .1345 9" 29'-2 7/8" PROJECT Weiss McNair SBX002 6" .3750 .1345 9" 29'-2 7/8" 24 SBX003 6" .2500 .1345 9" 19'-6 7/8" SBX004 6" .3750 .1345 9" 31'-4 7/8" [:]Rod, Strut, and Misc. Connection Bolts Id Qty Grade Bolt Diam. Bolt Length 1 2 A325 3/4" 2 1/2" Bracing Part Schedule Part Qty Length 06RS3310 2 33'-10" PartNo 0097284 Detail BR02H1 See page 28 13 12 11 10 9 8 7 6 5 4 n 1W2B1 1W2B2 1W2B3 1W2B4 )1{29'-4" 1--29'-4" X29'-4" 11-29'-4" CL CL CL CL BL 1 1'-0" 1 GFA200 ❑ Dimension Key OPart Mark Key 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. 1W2B5 1W2B6 1W2B7 1W2B8 1W2B9 - —19'-8" 31'-6" 31'-6" 131'-6" 1. 31'-6" 1 CL CL CL CL CL CL 265'-0" BL SECONDARY ELEVATION AT A Shape Name = 35 x 265, Wall = 2 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE I BY I DESCRIPTION 1/25/2016 12:04:15 Q�OFESS/O* O 0A.M �! lw�� SPR U cr C64705 X '\ 1r2a/2o1s OFCIV CAIO PERMIT SET- For Building Dept. Approval SECONDARY ELEVATION AT A 1 SBX002 1 1 SBX002 06-40 6R S3310 1 1 1 1 1 1 1 1 1 1 SBX001 Li 1 1 SBX002 1 1 SBX003 SBX004 � SBX004 SBX004 SBX004 LOCATION Chico, California BUILDINGS NBVP Stud w/ She trock NCHECK DRAWWCHECK PROJECT Weiss McNair VARCOPRUDEN AEG A BlueScope Steel Company 06433 BUILDERS PO# TBD VPC VERSION: 2015.2b 24 FILENAME. Weiss McNair Powdercoating Structure 1e1.W Oot BlueScope Buildings North America, Inc. 1W2B1 1W2B2 1W2B3 1W2B4 )1{29'-4" 1--29'-4" X29'-4" 11-29'-4" CL CL CL CL BL 1 1'-0" 1 GFA200 ❑ Dimension Key OPart Mark Key 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. 1W2B5 1W2B6 1W2B7 1W2B8 1W2B9 - —19'-8" 31'-6" 31'-6" 131'-6" 1. 31'-6" 1 CL CL CL CL CL CL 265'-0" BL SECONDARY ELEVATION AT A Shape Name = 35 x 265, Wall = 2 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE I BY I DESCRIPTION 1/25/2016 12:04:15 Q�OFESS/O* O 0A.M �! lw�� SPR U cr C64705 X '\ 1r2a/2o1s OFCIV CAIO PERMIT SET- For Building Dept. Approval SECONDARY ELEVATION AT A BUILDER JOB # Modern Building Inc. 15-023777-01 CUSTOME RNeiss McNair DATE 1/2 16 LOCATION Chico, California BUILDINGS NCHECK DRAWWCHECK PROJECT Weiss McNair VARCOPRUDEN AEG A BlueScope Steel Company PAGE BUILDERS PO# TBD VPC VERSION: 2015.2b 24 FILENAME. Weiss McNair Powdercoating Structure 1e1.W Oot BlueScope Buildings North America, Inc. Secondary Part Schedule Mark Part G144 08ZO802417DG00 G2 08Z0705417GQ00 H15 00108JS1800017 J96 00508JS1803613 J98 00408JS1608414 3 2'-9" 2 3'-6" 1 4'-0" Dimension Key 4 Thick. Depth DJC1101 Detail 0.0600 8 1/2" 3 WS12A2,WS12H5,WS20F2 0.0600 8 1/2" WS12A2,WS12H5,WS20F2 0.0600 8 1/2" See page WS20F9 0.0880 8 1/2" WS20F9,WS2OF2,WS2OB5,WS2OB8 0.0790 8 1/2" WS20F9,WS2OF2,WS2OB5,WS2OB8 BL 8'-6" 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. 8'-0" 5'-0" SECONDARY ELEVATION AT 13 THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. BL pQ ¢pFESS/O� p A. M �q! x6) c� tr C64705�J z 1/29/2016 s\� CIV PERMIT SET- For Building Dept. Approval Shape Name = 35 x 265, Wall = 3 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP VP Buildings BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE SECONDARY ELEVATION AT 13 APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED 3200 Players Club Circle Memphis TN 38125 FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. BUILDER JOB u REV DATE BY DESCRIPTION Modern Building Inc. 15-023777-01 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE """"Weiss McNair DATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCATION 1/27/2016 DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS Chico, California BUILDINGS DRAWWCHECK ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT Weiss McNair VARCO PRUDEN AEG A Bluescope Steel Company INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUILDERS PO# PAGE NTS TBD VPC VERSION: 2015.2b 25 FILENAME:I f BlueScope Buildings North America, Inc. 1/25/2016 12:04:16 Weiss McNair Powdercoating Structure 1a1c.j�° 5 DJC1101 4 GFA106 3 PG1 2 JTG1 1 VCC07003090 OPart Mark Key See page 28 and 29 BL 8'-6" 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. 8'-0" 5'-0" SECONDARY ELEVATION AT 13 THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. BL pQ ¢pFESS/O� p A. M �q! x6) c� tr C64705�J z 1/29/2016 s\� CIV PERMIT SET- For Building Dept. Approval Shape Name = 35 x 265, Wall = 3 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP VP Buildings BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE SECONDARY ELEVATION AT 13 APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED 3200 Players Club Circle Memphis TN 38125 FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. BUILDER JOB u REV DATE BY DESCRIPTION Modern Building Inc. 15-023777-01 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE """"Weiss McNair DATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCATION 1/27/2016 DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS Chico, California BUILDINGS DRAWWCHECK ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT Weiss McNair VARCO PRUDEN AEG A Bluescope Steel Company INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUILDERS PO# PAGE NTS TBD VPC VERSION: 2015.2b 25 FILENAME:I f BlueScope Buildings North America, Inc. 1/25/2016 12:04:16 Weiss McNair Powdercoating Structure 1a1c.j�° Secondary Part Schedule Mark Part 07C2911411CC20 G8 08Z31034171100 G98 08Z3203415D400 G99 08Z3203416D400 G101 08Z0510417DGOO G102 08Z0510417AGOO G114 08Z1908417G100 G116 08Z3405413D400 G117 08Z3405415D400 G118 08Z33054161100 G119 OBZ1106417DGOO G122 08Z21074161100 G137 OBZ39054135500 G139 08Z37034115500 G140 08Z3403412A500 G143 00108ZS030701700 G150 08Z3305414A100 G166 00208ZS340841100 G167 00308ZS220041700 G168 00408ZS051041700 H3 00708JS1000017 H15 00108JS1800017 J6 00808JS1702217 J16 01308JS1702215 J60 01008JS1702213 J84 00608JS0702217 J85 00908JS1702213 J86 01108JS1702216 J87 01208JS1702215 6 1'-8" 5 2'-6" 4 3'-6" Thick. 0.1130 0.0600 0.0730 0.0680 0.0600 0.0600 0.0600 0.0880 0.0730 0.0680 0.0600 0.0680 0.0880 0.1130 0.0980 0.0600 0.0790 0.1130 0.0600 0.0600 0.0600 0.0600 0.0600 0.0730 0.0880 0.0600 0.0880 0.0680 0.0730 Depth 711 8 1/2" 8 1/2" 8 1/2" 8 1/2" 8 1/2" 8 1/2" 8 1/2" 8 1/2" 8 1/2" 8 1/2" 8 1/2" 8 1/2" 8 1/2" 8 1/2" 8 1/2" 8 1/2" 8 1/2" 8 1/2" 8 1/2" 8 1/2" 8 1/2" 8 1/2" 8 1/2" 8 1/2" 8 1/2" 8 1/2" 8 1/2" 8 1/2" Lap 10 1/2" 2'-10 1/2" 2'-10 1/2" 10 1/2" 2'-10 1/2" 2'-10 1/2" 10 1/2" 10 1/2" 3'-10 1/2" 3'-10 1/2" 3'-10 1/2" 10 1/2" 10 1/2" Detail WS01G3 WS01G2,WS01133 WSOIG2,WSO1G3 WS12A2,WS12H5,WS20F2,WS01G2 WS12A2,WS12H5,WS20F2 WSOIG3,WS2OF2 WS01G2,WS01G3 WS01G2,WS01G3 WS01G3 WS20F2,WS01132 WS01G3 WS01G3 WS01G3 WS12A2,WS12H5,WS01G3 WS12A2,WS12H5,BR10F5,WS20F2 WS12A2,WS12H5,WS01G3 WS12A2,WS12H5,WS20F2 WS01G3,WS2OF2 WS12A2,WS12H5,BR10F5,WS20F2 WS20F9 WS20F9 WS20F9,WS2OF2,WS2OB2,WS2OB8 WS20F9,WS2OF2,WS2OB2,WS2OB8 WS20F9,WS2OF2,WS2OB2,WS2OB8 BR10F5,WS2OB2,WS2OB8 WS20F9,WS2OF2,WS2OB2,WS2OB8 WS20F9,WS2OF2,WS2OB2,WS2OB8 WS20F9,WS2OF2,WS2OB2,WS2OB8 4 5 6 7 ----------------- ------------ ------------ G150 T-� --- 137 I r ----- G118 I - I G166 07C2911411CC20 G166(Nest) 1W4B1 3 W1 '-D o ro -G114 (Typ. ) I N 1144132 17 1 16 G119(Typ.) "" 1W4B3 1144134 (See pages 28 and 29 9 ---6122---- Bracing Part Schedule Part Qty Length Detail 05RS3503 2 35'-3" BR02H1,BR02J1 m ----------------- 67 (Typ • ) ()'3 G6�TYP X545 1W4B5 1W4B6 1W4B7 11 12 13 -------- ---------------------------- I T. G139 N 2 G140 2 N I 1 H15 I G99 G101 G1021 � II G98 G101_ h I G1021 G168I 1W4B8 1144139 2 5 10'-0" 19'-0" 11'-10" 18'-0" 6 6'-2"(% -18'-0 31'-6" 31'-6" 31'-6" 31'-6" 19'-8" 291-4"-f-29'-4"-29'-4" I 29'-4" I 1 CL CL CL CL CL CL CL CL CL CL BL 3 4'-0" 3 G143 2 3'-10 1/2" 2 PG1 1 1'-0" 1 JTG1 Dimension Key Opart Mark Key 1. UNLESS NOTED, USE 112 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. 265'-0" SECONDARY ELEVATION AT C Shape Name = 35 x 265, Wall = 4 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE I BY I DESCRIPTION NTS 1/25/2016 12:04:17 BL /Q pFESS/pN p p M '�� A . a C64705_ � * 1!29/2016 �r9rF AFI CAL�FD��\Q PERMIT SET- For Building Dept. Approval SECONDARY ELEVATION AT C V �y� Modern Building Inc. 15-023777-01 cusT1111RWeiss McNair DATE LOCATION Chico, California ABUILDINGS 1NCHECK 16 DRAwwcliECKPROJECT Weiss McNair RUDEN AEG BUILDERS PO# A BlueScope Steel Company PAGE TBD we VERSION: 2015.2b 26 FILENAME:I of BlueScope Buildings North America, Inc. Weiss McNair Powdercoating Structure 1a1`.i� Frame Member Schedule Part Width Thick. SBX005 6" .3750 SBX006 6" .3750 SBX007 6" .3750 Webthk Depthl Approx. Lgth .1345 9" 24'-10 7/8" .1345 9" 22'-10 7/8" .2500 9" 29'-10 7/8" Rod, Strut, and Misc. Connection Bolts Id Qty Grade Bolt Diam. Bolt Length PartNo 1 2 A325 3/4" 2 1/2" 0097284 4 3 2 1 1 1 SBX005 1 SBX006 1 1 SBX007 'i NBVP Stud w/ Sheetrock r 2W2B0 2W2B1 2W2B2 24'-0" 23'-0" 30'-0" CL CL CL 78'-0" BL BL SECONDARY ELEVATION AT A 1 1'-0" FIDimension Key 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. EXISTING BUILDING 13-7325(208558) VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE j BY I DESCRIPTION 1/25/2016 NTS 12:04:19 QUO F ES S/o A. q! V vii tr C64705 _ G A * 1!28/2016 CIV OF CAL\FOS PERMIT SET- For Building Dept. Approval SECONDARY ELEVATION AT A 31-1ILDER JOB K Modern Building Inc. 15-023777-01 3" "'Weiss McNair DATE LOCATION CWI11CO3 California BUILDINGS 1 /27/2016 DRAWNICHECK PROJECT VARCOPRUDEN AEG FILENAME:Weiss McNair Powdercoating Structure 1ay�qi of BlueScope Buildings North America, Inc .i`� Shape Name = 25 x 78, Wall = 2 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE PERFORMANCE REQUIREMENTS SPECIFIED BY VP. APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED THE VP ENGINEER'S SEAL DOES NOT APPLY TO FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE PERFORMANCE OR DESIGN OF ANY OTHER THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS REQUIREMENTS SPECIFIED BY VP. DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. EXISTING BUILDING 13-7325(208558) VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE j BY I DESCRIPTION 1/25/2016 NTS 12:04:19 QUO F ES S/o A. q! V vii tr C64705 _ G A * 1!28/2016 CIV OF CAL\FOS PERMIT SET- For Building Dept. Approval SECONDARY ELEVATION AT A 31-1ILDER JOB K Modern Building Inc. 15-023777-01 3" "'Weiss McNair DATE LOCATION CWI11CO3 California BUILDINGS 1 /27/2016 DRAWNICHECK PROJECT VARCOPRUDEN AEG FILENAME:Weiss McNair Powdercoating Structure 1ay�qi of BlueScope Buildings North America, Inc .i`� ROD SLOT BACKING PLATE MAY EXIST HARDWARE INSTALL IN THIS ORDER: HILLSIDE WASHER FLAT WASHER "B" FLAT WASHER "A" HEX NUT WALL BRACE I ROD �' °""°'/'°/'° Rv" °' BR02H1 ROD BRACING THRU ROD SLOT COLUMN SHOWN /RAFTER SIMILAR ADJUST. CODES tGAGE HTHS INCHES LENGTH FFFTJ millimeters SHAPE DEPTH COUNTER DEPTH SHAPE GAGE 07=7" ZS=ZEE 11 =0.113 D8 = 8 1/2- CS = CEE 12 = 0.098 10 = 10" ES - LOW EAVE STRUT 13 = 0.068 11 = 11 1/2" HS - HIGH EAVE STRUT 14 = 0.079 BB = BACK TO BACK CEE FB = FACE TO BACK CEE 15 = 0.073 FF = FACE TO FACE CEE 16 = 0.068 17 = 0.060 E:07/01/09 REV. No. D° SPECIAL SECONDARY PART MARK KEY EN51 B2 COMMON GENERATED MARK NUMBERS I I I I I I I I I TO SUB JAMB CUP 7" 8 1/2" 10' 11 1/2 WASHERS PLOCATION ROD DIA. NUT A B HILLSIDE 3/8' 095321 096408 46040 043657 1/2- 095230 095872 095946 043657 5/8" 095233 095945 095946 043657 3/4- 095235 095946 095948 043658 7 B" 095237 095947 095948 043558 1" 095238 09594B 095949 043659 1 1/8" 095239 095949 095949 1 043659 �' °""°'/'°/'° Rv" °' BR02H1 ROD BRACING THRU ROD SLOT COLUMN SHOWN /RAFTER SIMILAR ADJUST. CODES tGAGE HTHS INCHES LENGTH FFFTJ millimeters SHAPE DEPTH COUNTER DEPTH SHAPE GAGE 07=7" ZS=ZEE 11 =0.113 D8 = 8 1/2- CS = CEE 12 = 0.098 10 = 10" ES - LOW EAVE STRUT 13 = 0.068 11 = 11 1/2" HS - HIGH EAVE STRUT 14 = 0.079 BB = BACK TO BACK CEE FB = FACE TO BACK CEE 15 = 0.073 FF = FACE TO FACE CEE 16 = 0.068 17 = 0.060 E:07/01/09 REV. No. D° SPECIAL SECONDARY PART MARK KEY EN51 B2 COMMON GENERATED MARK NUMBERS I I I I I I I I I TO SUB JAMB CUP 7" 8 1/2" 10' 11 1/2 I I PLOCATION v� I eo> B I 3/8- 095321 096408 46040 043657 1/2" 095230 095872 095946 043657 5/8. 095233 VPe GO��P 043657 3/4' S� 095946 SES' 043658 L -GIRT CUP (PG1) MAY BE SHOP ZEE GIRT WELDED (GC1 OR GCA-) COLUMN / RAFTER HAUNCH - ROD SLOT BACKING PLATE MAY EXIST HARDWARE INSTALLED IN THIS ORDER: HILLSIDE WASHER FLAT WASHER "B" FLAT WASHER "A° HEX NUT NOTE! FIELD CUT HOLES IN INSET GIRTS AT INTERFERENCE WITH RODS WALL BRACE ROD '05/'0/10 1 REVNO. °Z ROD BRACING THRU ROD SLOT BR02J 1 SIDEWALL COLUMN SHOWN / RAFTER SIMILAR ERECTION DRAWING PART MARK C P R 1 W1 B3 BAY NUMBER CANOPY (C)/PARTITION(P)/ ROOF(R)/WALL(W) NUMBER BUILDING SHAPE THE BAY/BUNDLE COOL IUEN M U THE BUILDING CANOPY/PARTITION/ ROOF/WALL PLANE AND BAY SDATE:01 /31/17 IREV. Na SECONDARY BUNDLE LOCATION KEY EN5183 ALL SECONDARY DEPTHS GIRT CLIP (BOLTED) (WELDED) CORNER COLUMN (PG1) (GCI) AT 7" GIRT (PG1) (GC1) AT 8 1/2" GIRT (GCD-) (GCA-) AT 10" GIRT (GCD-) (GCA-) AT 11 1/2" GIRT ENDWALL GIRT SIDEWII ZEE Y JAS. CEE GIRT SIO CEE GIRT SIMILAR R ZEE GIRT SHOWN 7" & 8 1/2" GIRT 70 REV. Na 01 GIRT CONN, AT COLUMN REV. WS01 G3 OUTSET CONTINUOUS GIRT 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. CORNERGIRs �/ (VC CUP ® i BRACE ¢ Fes£ BRACE LOCATION I LOCATION or— ROOF SECONDARY MEMBER D�* I 001 z1 O I O o FLANGE BRACE (GFB—) OR (HFB—) WALL PANEL MUST BE ATTACHED TO SUB GIRTS WITH STRUCTURAL FASTENERS AT STANDARD LOCATIONS (WALL PANEL DOES NOT ATTACH TO Q SUB JAMB) ci STANDARD GIRT CORNER POST SUB GIRT SUB JAMB DEPTH TO SUB JAMB CUP 7" 8 1/2" 10' 11 1/2 WASHERS PLOCATION ROD DIA. NUT A B HILLSIDE 3/8- 095321 096408 46040 043657 1/2" 095230 095872 095946 043657 5/8. 095233 095945 095946 043657 3/4' 095235 095946 095948 043658 7/8" 095237 095947 095948 043658 1" 095238 095948 1 095949 043659 095239 095949 095949 043659 '05/'0/10 1 REVNO. °Z ROD BRACING THRU ROD SLOT BR02J 1 SIDEWALL COLUMN SHOWN / RAFTER SIMILAR ERECTION DRAWING PART MARK C P R 1 W1 B3 BAY NUMBER CANOPY (C)/PARTITION(P)/ ROOF(R)/WALL(W) NUMBER BUILDING SHAPE THE BAY/BUNDLE COOL IUEN M U THE BUILDING CANOPY/PARTITION/ ROOF/WALL PLANE AND BAY SDATE:01 /31/17 IREV. Na SECONDARY BUNDLE LOCATION KEY EN5183 ALL SECONDARY DEPTHS GIRT CLIP (BOLTED) (WELDED) CORNER COLUMN (PG1) (GCI) AT 7" GIRT (PG1) (GC1) AT 8 1/2" GIRT (GCD-) (GCA-) AT 10" GIRT (GCD-) (GCA-) AT 11 1/2" GIRT ENDWALL GIRT SIDEWII ZEE Y JAS. CEE GIRT SIO CEE GIRT SIMILAR R ZEE GIRT SHOWN 7" & 8 1/2" GIRT 70 REV. Na 01 GIRT CONN, AT COLUMN REV. WS01 G3 OUTSET CONTINUOUS GIRT 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. CORNERGIRs �/ (VC CUP ® i BRACE ¢ Fes£ BRACE LOCATION I LOCATION or— ROOF SECONDARY MEMBER D�* I 001 z1 O I O o FLANGE BRACE (GFB—) OR (HFB—) WALL PANEL MUST BE ATTACHED TO SUB GIRTS WITH STRUCTURAL FASTENERS AT STANDARD LOCATIONS (WALL PANEL DOES NOT ATTACH TO Q SUB JAMB) ci STANDARD GIRT CORNER POST SUB GIRT SUB JAMB DEPTH TO SUB JAMB CUP 7" 8 1/2" 10' 11 1/2 7' JTC3 JTC6 PLOCATION GIRT FILLER ANGLE V-3" AT 10" & 11 1/2" GIRTS 0 8 1/2" JTGt JTG5 5 Chico, Califomia W (GFA-) / (2) 55307 OR GREATER FOR SPECIAL FRAME 10" JTG4 JTG2 m W 11 1/2' JrG2 Ld M CY SUB JAMB 1 1/4' LOCATION SECTION 'A' CLIP REVD W/ THICK FLANCES FLANGE BRACE WILL TYPICALLY STANDARD GIRT CONNECT TO THE WEB OF THE (� FRAME MEMBER. CLIP (PGI) W/ (4) 1/2' A325 BOLTS O z 12 SUB GIRT (490BD) TYPICAL Q IT J )) ALTERNATE CONNECTIONS 0 a Wj ( )11/2" A325 BOLTS n STANDARD GIRT (49060) TYPICAL FLANGE BRACE REQUIREMENTS: o iK RULE#1- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. w m (TYPICAL) CLP (SEE CHART ABOVE) w W/ (4) 1/2' A325 BOLTS RULE#2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON m S�rJRT (490BD) TYPICAL CROSS SECTION IS NOT ACCOMPANIED BY (2). w 1/22' DIAMETER TER710RS RULE#3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB (BY BUILDER) WHEN PART MARK IS ACCOMPANIED BY (2). RULE#4- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE CENTER OF THE BUILDING. 'A' RULE#5- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME SUB JAMB LOCATION SIDE OF THE FRAME WEB. PER DFSICN ** 10" & 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. REV. DAM Q//°'/°' "E"' "° °° TYPICAL FLANGE BRACE CONNECTIONS "E". DIM 03/w/10 REV. N0. 01 CORNER ZONE BRACING BR06AE CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN BR10F5 WALL PLAN VIEW (JAMB SUPPORT) NOTE: BEFORE FASTENING THE GEE MEMBER TO THE ZEE MEMBER. BE SURE TO CLAMP THE CEE AND ZEE AT THE COMMON INSIDE CORNER TO ASSURE A TIGHT FIT. 2 5/8" 1/4-16 x t 1/4' STRUCT FSNR (55307) AT THIRD POINTS r -BOLTS EN53F1 -0" AT 7" & 8 1/2" EW GIRTS '-3" AT 10" & 11 1/2" EW GIRTS R GREATER FOR SPECIAL FRAME ENDWALL / PURLIN AND GIRT SIZES 8 1/2" 216mm GIRT CLIP GC17_ AT 7" & 8 1/2" GIRT GC21_ AT 10" & 11 1/2" GIRT GC21- AT ALL OTHER SETBACK DIMS %I SCORNER COLUMN RAKE CHANNEL USE AT OPEN WALLS ONLY 0 1 -FIELD DRILL 9/16" HOLES FOR e II LAP AND FLANGE BRACE BOLTS ��\ IN NESTED CEE MEMBER COLUMN 1 1/2" FSNR AT THIRD CEE GIRT DEPTH POINTS (55307) IS 1 1/2" LESS THAN ZEE GIRT. I �I SECTION A - A GIRT CONN, AT COLUMN OUTSET CONTINUOUS ZEE W/ NESTED CEE OPTION FOR FUS UP TO 9' X 9' USE (3) 1/4'-14 X 1 1/4" SDS (55307) LOCATED APPROX AS SHOWN. NO CLOSER THAN 3/8" FROM EDGE OF CLIP OR HOLES. SCREW SPACING NOT LESS THAN 3/4' APART. \ FIELD LOCATE AND DRILL 9/I6" JI DIAMETER HOLES N ZEE GIRT /.( TO ATTACH JAMB A325 BOLT (49080 // I GIRT CLIP --J J661)0520603 �BOLTED� DATE:11/74/15 REV. NO. 01 WS01 AW �IIIv S���11 A 6� w�C"ON ZEE GIRT ( GIRT (JAMB SUPPORT \ _ A rr FRAME (Z8PO�_ GIRT) \VVV DOUBLE JAMB P (2) 1/2" A307 THIN CONNECTION 1/4-14 x 1 1/4" HEAD BOLT (096636) JAMB. Q STRUCT FSNR Get & NUT (095032) SINGLE OR DOUBLE (55307) 2 PER GIRT 1/gh I JAMB CAN BE 1 1/2' DEEPER DIM A: THAN THE JAMB SUPPORT GIRT. 1'-0" AT 7" & 8 1/2" GIRTS """'Weiss McNair W PLOCATION GIRT FILLER ANGLE V-3" AT 10" & 11 1/2" GIRTS BUILDINGS VARCO PRUDEN 1/27/2016 Chico, Califomia W (GFA-) / (2) 55307 OR GREATER FOR SPECIAL FRAME PROJECT Weiss McNair A BlueScope Steel Company VPC VERSION: 2015.2b PAGE 28 BUILDERS PO# TBD SETBACKS. FIELD LOCATE AND DRILL (2) 9/16" DIA HOLES IN GIRT NOTE. FIELD NOTCH ENDWALL I NOTE: FIELD NOTCH ENDWALL FOR (GC17- OR GC21-) CLIP GIRT FLANGE WHEN CORNER COLUMN GIRT FLANGE WHEN CORNER COLUMN FLANGE INTERFERES WITH ENDWALL GIRT, SECTION A - FLANGE INTERFERES WITH ENDWALL GIRTS. E:06/15/1+ REV. N0.02 GIRT CONN. AT CORNER COLUMN REV. DA1E:08/18/14 r+Pv. No. oz GIRT CONN. AT CORNER COLUMN -DAlE91/30/15 REV. WS12A2 ANY OUTSET GIRT AT EW, ANY GIRT AT SW WS12H5 ANY OUTSET GIRT AT EW, NO SW GIRT WS20B2 THE VP ENGINEER'S SEAL APPLIES ONLY TO THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP THE WORK PRODUCT OF VP AND DESIGN AND BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE PERFORMANCE REQUIREMENTS SPECIFIED BY VP. APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED THE VP ENGINEER'S SEAL DOES NOT APPLY TO FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE PERFORMANCE OR DESIGN OF ANY OTHER REV PRODUCT OR COMPONENT FURNISHED BY VP THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE EXCEPT TO ANY DESIGN OR PERFORMANCE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS REQUIREMENTS SPECIFIED BY VP. DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. (ONLY B EXCEPTION: E USED W/ D11t 122'pJAMB CAN ALIGN JAMB AND GIRT AT BL PG1 CUP = 3 3/4" AT 7", 8 1/2". 10" GIRTS A PGV1067 CLIP = 4 3/4" AT 11 1/2" GIRTS 0.03 JAMB TO GIRT ADJUST. CODES GAGE millimeters QUAP1= DEPTH SHAPE GAGE 07 = 7" Z = ZEE 11 = 0.113 08 = 8 1/2" C = CEE 12 = 0.098 10 10" E = LOW EAVE STRUT 13 = 6.088 11 = 11 1/2" H = HIGH EAVE STRUT 14 = 0.079 15 = 0.073 16 = 0.068 17 = 0.066 07/0109 `� N00° SECONDARY PART MARK NUMBER EN51B1 COMMON GENERATED MARK NUMBERS L -ZEE GIRT SHOWN CEE GIRT SIMILAR 7" & 8 1/2" GIRT CUP (PGI) 10° & 11 1/2" GIRT CLIP (GCD-) MAY BE SHOP WELDED (GC1 OR GCA-) E°'/°'/091`" °° GIRT CONN. AT COLUMN WS01 G2 OUTSET SIMPLE GIRTS QppFESS/O i �40 go A. N of %v¢ U�,P O6 �2 C64705 X z W �* 1!28/2016 �TgrF OFG l A G��\P SINGLE OR DOUBLE JAMB, ANY ZEE GIRT PERMIT SET_ For Building Dept. Approval VP Buildings 3200 Players Club Circle Memphis TN 38125 WALL SECONDARY SED'S BUILDER JOB # DATE BY DESCRIPTION Modern Building Inc. 15-023777-01 NTS 1/25/2016 SEDSheet """'Weiss McNair W PLOCATION DATE BUILDINGS VARCO PRUDEN 1/27/2016 Chico, Califomia DRAWWCHECK AEG PROJECT Weiss McNair A BlueScope Steel Company VPC VERSION: 2015.2b PAGE 28 BUILDERS PO# TBD FILENAME:a2cl�gI of BlueScope Buildings North America, Inc. 1.i`� 12:04:21 Weiss McNair Powdercoating Structure FIELD LOCATE AND DRILL (2) 9/16' DIAMETER HOLES IN RAKE BEAM TO ATTACH (DJC1-) DOOR JAMB CLIP (DJC1-) ¢ of N HOLES �L 80TTOM OF RAKE BEAM WS2085 SECOND CEE ON A DOUBLE JAMB IS HELD BACK 6' FROM EACH END OF MAIN JAMB. JAMB SINGLE OR DOUBLE JAMB TO RAKE BEAM ANY JAMB, OUTSET ENDWALL RAKE BEAM SECOND CEE ON A DOUBLE JAMB IS HELD BACK 6" FROM EACH END OF MAIN JAMB. A A JAMB, SINGLE o OR DOUBLE DOUBLE JAMB JAMB BASE CONNECTION CLIP (PGI) NIX a (2) 1/2" A307 THIN 1/2" ANCHOR HEAD BOLT (096636) RODS WTH JC NUT (095032) HARDENED WASHER OPE�G 1 1/4" 6" MAX r r a I w CONCRETE FSNR I® AT 24" O.C. I "' (BY BUILDER) BASE MEMBER L I _� JAMB CAN BE 1 1/2' DEEPER w THAN THE JAMB SUPPORT GIRT SECTION A—A ALIGN JAMB AND GIRT AT BL RI1- °"1E07/01/09 R ND 00 JAMB BASE ATTACHMENT WS20138 SINGLE OR DOUBLE JAMB 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. GIRT TOJAMB DEPTH JAMB CLIP 7" 8 1/2" 10" 11 1/2" = 7" JTG3 JTG6 w 8 1/2" JTG1 JTG5 JTG7 0 10" JTG4 JT02 Ly 1 1/2' JTG2 (2) 1/2- X 1 1/2" A325 BOLT (49080) DIM. A O I00 3 1/4" AT 7", 8 1/2-.10" JAMB 6 1/4" AT 11 1/2" JAMB WS20F2 A SINGLE JAMB A ox (2) 1/2" A307 THIN HEAD BOLT (096636) do NUT (095032) GIRT CLIP (SEE CHART) ZEE GIRT SHOWN CEE GIRT SIMILAR JAMB CAN BE 1 1/2' DEEPER THAN THE JAMB SUPPORT GIRT. (ONLY EXCEPTION: 11 1/2" JAMB CAN BE USED W/ B 1/2" GIRT) ALIGN JAMB AND GIRT AT BL. GIRT TO JAMB SINGLE JAMB THE VP ENGINEER'S SEAL APPLIES ONLY TO THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP THE WORK PRODUCT OF VP AND DESIGN AND BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE PERFORMANCE REQUIREMENTS SPECIFIED BY VP. APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED THE VP ENGINEER'S SEAL DOES NOT APPLY TO FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE EXCEPT TO ANY DESIGN OR PERFORMANCE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS REQUIREMENTS SPECIFIED BY VP. DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. HEADER TO CUP (PG1) DOOR HEADER P C EQUAL 3" EQUAL I I I I I I OPENING I I HEIGHT I I SECTION A -A SINGLE JAMB l -t) Inc A307 THIN HEAD BOLT (096636) & NUT (095032) `07/°'/09 1 RE". NO. 00 HEADER TO JAMB WS2DF9 I ANY HEADER, ANY SINGLE JAMB VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE I BY f DESCRIPTION NTS 1/25/2016 SEDSheet 12:04:23 Q�p FESS/O� tvd F10 A • U a C64705 X * 1'1:281201'6 CIV �\P TF OCA_ 0 PERMIT SET- For Building Dept. Approval WALL SECONDARY SED'S BUILDER JOB # Modern Building Inc. 15-023777-01 ""m" eiss McNair DATE LOCATION Chico, California BUILDINGS 1 NCHECK 16 DRAWWCHECK PROJECT Weiss McNair VARCO PRUDEN AEG FILENAME: I o1 BlueScope Buildings North America, Inc Weiss McNair Powdercoating Structure 1�1`.�J.i� Covering Schedule Id Qty Length #10 26 25'-4 1/4" #11 89 35'-4 3/4" Oper. Code:l=SQ,SQ Finish:G=Galvalume Color:TD=Standard Color Type Gage OP PR 26 1 PR 26 1 �i rap e of EXISTING U-) BUILDING 13-7325(208558 m � a an U a Accessory Schedule Qty Color 5 White 5 Cool Arctic White 18 Not Applicable Fin. Color Direction G TD Left to Right G TD Left to Right 1 78'-0" BL BL In Trim Schedule Id Parts T1 BSI,FPRFI,GGCI,MCC1 T2 MCC1 T3 BSI,FPRFI,GGCI,MCC1 65'-0" Color Cool Arctic White Cool Arctic White Cool Dark Bronze Details RC38N1 RC38AJ See pages 38 RC38N1 BL T1 Description 3070 Door - Standard 3070 PR/LR Door Trim Kit (500/700 Series) 3' x 10'-4" PR Tuf-Lite Kit Non -Rated Fastener Schedule Part Description 0097584UNPNTD (T-2) #12-14 x 1 1/411, 5/16" Hex Hid, SS Cap w/Washer 0097581UNPNTD (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer 1. PRE -DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS TO STRUCTURAL BEAMS 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. T2 THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. ROOF COVERING PLAN Detail RAOlB1,RA01B2,RA01B3 Shape Name = 35 x 265, Shape = 25 x 78 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE I BY I DESCRIPTION 1/25/2016 NTS 12:04:25 rQRpFESS/ N /4.� F�.O A. �n C64705 0c z * 1!28/2016 ��qrF FI CA1.�F0��\P PERMIT SET- For Building Dept. Approval ROOF COVERING PLAN Modern Building Inc. 15-023777-01 """'Weiss McNair DATE LOCATION X27/2016 Chico, California BUILDINGS DRAWWCHECK PROJECT VARCOPRUDEN AEG FILENAME:f BlueScope Buildings North America, Inc 1� Weiss McNair Powdercoating Structure §iq%o Covering Schedule Id Qty Type Start Length Gage OP Fin. Color Increment #1 3 PR 17'-6 1/2" 26 F K GG 3" #2 5 PR 4'-1" (0.7)BA125 26 1 K GG 3" #3 4 PR 19'-1 1/2" 26 F K GG 3" Oper. Code:F=CR,SQ Oper. Code:l=SQ,SQ Finish:K=KXL (Kynar) Color:GG=Cool Granite Gray (I ko E Fastener Schedule Direction Left to Right Left to Right Left to Right Trim Schedule Id Parts T1 DFTI4,JT14 T2 DFTI4,DFT05,HTS14,HTS05 T3 (0.7)BA125 T4 CT20 T5 RKF16 T6 ICF20 Color Cool Arctic White Cool Arctic White Cool Arctic White Cool Arctic White Cool Arctic White Cool Arctic White Q T5 _----- 1 BL -61' 8'-0" 5'-0" COVERING ELEVATION AT 4 Part Description 0097584-112 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer 0097581-112 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer 0097584-100 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer 1. PRE -DRILLING 118 DIAMETER HOLES FOR STRUCTURAL FASTENERS THE VP ENGINEER'S SEAL APPLIES ONLY TO MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. TO STRUCTURAL BEAMS THE VP ENGINEER'S SEAL DOES NOT APPLY TO 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. THE PERFORMANCE OR DESIGN OF ANY OTHER REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. PRODUCT OR COMPONENT FURNISHED BY VP 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE EXCEPT TO ANY DESIGN OR PERFORMANCE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. REQUIREMENTS SPECIFIED BY VP. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. Shape Name = 35 x 265, Wall = 1 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. 8'-6" BL 0 0 VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE I BY I DESCRIPTION 1/27/2016 NTS 18:01:36 Details WC24A1 WC24A2 EN52A1,ENVO03,RCOOAI,WCOID9,WC04G1 WC20Al RC30Bl,RSlOR1 WC21A1 See pages 38, 39, & 40 tz0 A. Myr ! A. 9 cr C64705 X z w * 1/28/2016 �TgTF CIV 07 wF���\P PERMIT SET- For Building Dept. Approval COVERING ELEVATION AT 4 �UILUttt Modern Building Inc. 1"23777-01 CUSTOMER_.eISS McNair DATE LOCATION W 1/27/2016 Chico, California BUILDINGS DRAWN/CHECK PROJECT - VARCOPRUDEN AEG FILENAME. Weiss McNair Powdercoating Structure 1a2`.gigre BlueScope Buildings North America, Inc Covering Schedule Id Qty Type Start Length Gage OP Fin. Color Direction #3 89 PR 17'-2 7/8" 26 F K GG Left to Right Oper. Code:F=CR,SQ Finish:K=KXL (Kynar) Color:GG=Cool Granite Gray Trim Schedule Id Parts T1 (10.6)BA125 T2(13)EG201,EG121,(26)PCA10A,PCA05A,(91)STR2 T3 5CE75,(2)CP510,DN1,(4)DST1 Color Details Cool Arctic White EN52A1,ENVO03,RCOOAI,WCOID9,WC04G1 Cool Arctic White RC03B1,RC04B1,RC32B1,RC39A2,RC61B6, RCV324,WC04G1,WC11F1 Cool Arctic White RC38P1 bee pages 38, 39, & 40 BL Fastener Schedule Part Color 0097584-002 Ash Gray 0097581-112 Cool Granite Gray 65'-0" COVERING ELEVATION AT A Description (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer (T-1) 1/4-14 x 7/811, 5/16" Hex Hd, SS Cap w/Washer Shane Name = 35 x 265 Wall =2 1. PRE -DRILLING 118 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS TO STRUCTURAL BEAMS 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. I THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE I BY I DESCRIPTION 1/25/2016 NTS 12:04:28 BL Q�OFESSi N A Mq q� U cin cr C64705 X 2 � w R w f rF 1c/16) 28/2 0IV 0l=CA'X. P PERMIT SET- For Building Dept. Approval COVERING ELEVATION AT A BUILDER JOB k Modern Building Inc. 15-023777-01 CUSTO"'Weiss McNair DATE 1 /27/2016 LOCATION CWI11CO3 California BUILDINGS DRAWWCHECK PROJECT 1AI.: ­ efi .lkl *0 VARCO PRUDEN AEG FILENAME:i of BlueScope Buildings North America, Inc Weiss McNair Powdercoating Structure 1a1`.i`� .�` M A W N mmcm-10Dx M rmgmtn-<m r -i000> -Am co -qr-om raE D zmm�2cz crilcnn-rI>r—m mooo O���mDDO� c)mzo�c/'2m Oc�Ozz mm MO 1-§m D� M< � G) � 2 Oz�c� mm D G)O-Iv mfn 00Nm� Z0 Ami00 mcn 0 m m N 3 c�D-I OA Dm-� -im Nn cnT-02 mo m O z 0- m e zm n D� mr-DOc poD M m C z L 0 z�r Dz m 'D"I Na21 zN z m W m m m cn v M x X = = m = = omommxmm cmv0pv m�-4Tmg�m mOOOG)z�C) zo;oz '-IZO>mmom WOEOWMax vmv MOD06 m cn 00020Mc zzaDmMD r r vzT_mvm-0D �mcOm -izm �z�N r .ONOzmOO �mD�mmO W z< -0 M r, m<=-vzo m m -4 XO< ro cox 0M 0vc= rmOm ;u-uF n 0 r c� G) D -vv 2OGz)cz -<W G)� -Oi6io�m O�rcn� m z 20pmv�0 mlv� o ;u ANcriloz c=�0 mo -n � OmOv izmz-ni inn mz m o c) mvin-6> �m0= OAv_ m zv =;u r - .IN -71 zrn�O �z0-<0 poen-m pD�D ��vGZi� ���0 �v��0 �znz v�N� -4-1m �Z cnCU z ��co zmOi0 z D F r r D n S z G)zrv_m vom" z�Z� �'nCmg G) -u; Om D -f r- D00- 0 )Dro r- -050 �zm M 0 r- O m O� v= rom;_ <omm m<vW v0cn �vDm o�aOA m CU Z c 22 n T m=m0 oomm -iv_gD zov� -g;u G)X2 z --I c N m= 0 2p m < N m G P m 0 N 0 o m CA v O n m O N N H H H N O J r r rt ro D O O bd N Z S1 o N 7 CU a Z^ V/ N H r — O — Ln m x H cn r rn F-• x W H U) 0 Ln < 0 z a co q n S. N ci rL � 3 f� N M 3 V (/1 z z N G P m 0 N 0 o m 0m v O n m A O C N H H H N O J r r rt ro $ rn bd N Z S1 o N 7 CU a Z^ V/ N H r — O — Ln m x H cn r rn F-• x D H U) 0 Ln O Z w D � m � C NC 0 N o z (nu c r 0 zg n0 z �3 r GO 0 Cl oro ro 0 0 o w w Cn (n (n N co ao ao �j F' rD I I I H F' o FJ cn N O N 0 rD I✓ F, cD t7 H H H lD I I I rn r N N 0 vi �#1- ro rt a N N r• I I 1 O 9C 9C k � r r OD r F-- i \ \ cn F, cn cn rn \ \ r � rn rn x - x x x m m x x x a x x En a a En In En n cn cn •d n n a a Ero�a \ � E E w \\ co ::4 � a w m m m ti �y �r (D rD " h v u w v r 0 O C lzj 7� tzjH Gi r L'7 C H H O z H F-1 w i rn co i T4 -1 I i I I I I I I I wC/) 00 m w(D co � 90(a [� (A O n h] O O H n O N b b rn N a a 0 O W ti Fl rD ti rn n rr w 10 vi .. �f rt F'. G) • • n n 'C 0 C) x 0 0 to II II 0. Q. ro ro ro y o >4 .. .. W:U U b 0 O• t -I 1-1 ti (D �f cn n G) x 10 xd tt L< r N. y --I - ko rt rt -- - I - w m I r I ti GI rt - r N- 0 G) G) n 0 G) G) 0 r 0 n r r r o m m m N- tn rn rn Ft rt rt rt (D 0 ct rt rt rt 0 0 0 P- 0 Q Q W 0• �y .r rt rt rt H H H r-3 1-3 H rA x H o ro M w 0 ro N H H H N O J r r rt bd N 0 C4 x I—' M IA fD rJ N H r N cn o rn Ln x H cn F-• x H U) 0 Ln n n n n o n 0 0 0 0 0 0 0 0 0 0 0 r F- r r r r 0 Fs ti ti H tt ti 0 0 0 0 0 rt rt rt rt rt N- r- N' N- N- 0 0 0 0 0 zi ::E: Fl. P. P. r- r rt rt rt rt rt M m m m m w E C'] :E� :El 0 nnznnco w N Ln N N rt O O N A a Fi r r N r r w r C 0 0 U 0 r w n O O F� n 0 r ko d n 0 X, G) r Covering Schedule Id Qty Type Start Length Gage OP #7 76 PR 20'-2" 26 F #8 3 PR 7'-11 1/2" 26 1 #9 10 PR 5'-11 1/2" 26 1 Oper. Code:F=CR,SQ 12016 1/27ECK Oper. Code:l=SQ,SQ BUILDINGS Finish:K=KXL (Kynar) Color:GG=Cool Granite Gray DRAwwcliEcl< PROJECT Weiss McNair 4 BL Fin. Color Direction K GG Left to Right K GG Left to Right K GG Left to Right Trim Schedule Id Parts T1 DFTI2,JT12 T2 DFTI0,HTS10 T3 DFTI4,JT14 T4 DFTI4,DFT05,HTS14,HTS05 T5 (8.8)BA125 T6 (13)PKF20A,PKF05A T6 Color Cool Arctic White Cool Arctic White Cool Arctic White Cool Arctic White Cool Arctic White Cool Arctic White Details WC24A1 WC24A2 WC24A1 WC24A2 EN52A1,ENVO03,RCOOAI,WCOID9,WC04G1 EN52A1,ENVO03,RCOOAI,RC03B1,RC35B1,WC13F1 See pages 38, 39, & 40 (3)#8 (5)#9 (5)#9 1 T4 T4 I T2 I I (12)#7 (21)#7 (40)#7 J(3)#7!� I I II M M I H E H H I I I H HI H I I r „ r n T5-35'-0" T5-62'74" T5-115 -6 T5-6 -2 5'-0" 10'-0"11 62'-4" Fastener Schedule Part Description 0097584-112 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer 0097581-112 (T-1) 1/4-14 x 7/811, 5/16" Hex Hd, SS Cap w/Washer 1. PRE -DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS THE VP ENGINEER'S SEAL APPLIES ONLY TO MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS THE WORK PRODUCT OF VP AND DESIGN AND TO STRUCTURAL BEAMS PERFORMANCE REQUIREMENTS SPECIFIED BY VP 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. THE VP ENGINEER'S SEAL DOES NOT APPLY TO REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. THE PERFORMANCE OR DESIGN OF ANY OTHER 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE PRODUCT OR COMPONENT FURNISHED BY VP FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. EXCEPT TO ANY DESIGN OR PERFORMANCE 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. REQUIREMENTS SPECIFIED BY VP. 8'-0" 65'-0" COVERING ELEVATION AT C Shape Name = 35 x 265, Wall = 4 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. 15'-6" VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE I BY I DESCRIPTION NTS 1/25/2016 12:04:31 81-0" __4 '-0"__49-2" BL QRpFESS/p� �p �o A ca tr C64705 Off. -? rzr. r � 1/28/2016 CIV �F OF CAL�FO� PERMIT SET- For Building Dept. Approval COVERING ELEVATION AT C BUILDER JOB # Modern Building Inc. 15-023777-01 CUSTWEVeiss McNair DATE 12016 1/27ECK LOCATION Chico, California BUILDINGS DRAwwcliEcl< PROJECT Weiss McNair VARCO PRl1DEN AEG FILENAME:i of BlueScope Buildings North America, Inc Weiss McNair Powdercoating Structure I ..�J`.i� Covering Schedule Id Qty Type Start Length #12 2 PR 4'-11 1/2" #13 2 PR 4'-5 1/2" #14 2 PR 3'-11 1/2" #15 2 PR 3'-5 1/2" #16 1 PR 2'-11 1/2" Oper. Code:M=LF,SQ Finish:K=KXL (Kynar) Color:GG=Cool Granite Gray Fastener Schedule Gage OP Fin. Color Increment Direction 26 M K GG 9" Left to Right 26 M K GG 9" Left to Right 26 M K GG 9" Left to Right 26 M K GG 9" Left to Right 26 M K GG Left to Right c E Trim Schedule Id Parts Tl (2)GAC1040,(3)RCF10A T2 (0.2)BA125,(3.2)55307 T3 RKFI6,RKF10 T4 CT12,(0.1)RKC15,(0.1)SET10A,(0.1)SET05A Color Details Cool Arctic White RC03B1,RC52B1,WC55A1 Cool Arctic White WC20A1 Cool Arctic White RC30Bl,RSlOR1 Cool Arctic White WC20A1 BL Part Description 0097584-100 (T-2) #12-14 x 1 1/411, 5/16" Hex Hd, SS Cap w/Washer 0097584-112 (T-2) #12-14 x 1 1/411, 5/16" Hex Hd, SS Cap w/Washer 0097581-112 (T-1) 1/4-14 x 7/81', 5/16" Hex Hd, SS Cap w/Washer 1. PRE -DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS TO STRUCTURAL BEAMS 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. 5' -0 - COVERING ELEVATION AT 1 THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. Shape Name = 25 x 78, Wall = 1 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BL VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE BY DESCRIPTION NTS 1/25/2016 12:04:32 See pages 38, 39, & 40 I? FESSlp A. U x G) vii r C64705 z w j- ,/O 1/28/2016 OF CAt- V PERMIT SET- For Building Dept. Approval COVERING ELEVATION AT 1 BUILDER JOB # Modern Building Inc. 15-023777-01 """'Weiss McNair DATE LOCATION Chico, California BUILDINGS 1/27/2016 DRAWWCHECK PROJECT Weiss McNair VARCO PRUDEN AEG FILENAME: i BlueScope Buildings North America, Inc Weiss McNair Powdercoating Structure 1�1`.`.��of Covering Schedule Id Qty Type Start Length Gage OP Fin. Color Direction #17 26 PR 17'-2 7/8" 26 F K GG Left to Right Oper. Code:F=CR,SQ Finish:K=KXL (Kynar) Color:GG=Cool Granite Gray i0i Trim Schedule ,rQRpFESSJp� Id Parts Color Details T1 (3.1)BA125 Cool Arctic White EN52A1,ENVO03,RCOOAI,WC01D9,WC04G1 T2 (4)EG201,(8)PCA10A,(27)STR2 Cool Arctic White RC03B1,RC04B1,RC32B1,RC39A2,RC61B6, RCV324,WC04G1,WCllF1 T3 5CE75,(2)CP510,DN1,(4)DST1 Cool Arctic White RC38P1 T2 Q BL 78'-0" COVERING ELEVATION AT A BL EXISTING BUILDING 13-7325(208558) See pages 38, 39, & 40 ,rQRpFESSJp� A. �� c> C64705 X z �Ul w � * 1/28/2016 sT CIV ATF OF CAL�Fo� Fastener Schedule Part Description 0097584-002 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer 0097581-112 (T-1) 1/4-14 x 7/811, 5/16" Hex Hd, SS Cap w/washer PERMIT SET- For Building Dept. Approval Shape Name = 25 x 78, Wall = 2 1. PRE -DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS THE VP ENGINEER'S SEAL APPLIES ONLY TO THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP VP Buildings MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS THE WORK PRODUCT OF VP AND DESIGN AND BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE COVERING ELEVATION AT A TO STRUCTURAL BEAMS PERFORMANCE REQUIREMENTS SPECIFIED BY VP. APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED 3200 Players Club Circle Memphis TN 38125 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. THE VP ENGINEER'S SEAL DOES NOT APPLY TO FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. BUILDER JOB # REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. THE PERFORMANCE OR DESIGN OF ANY OTHER REV DATE BY DESCRIPTION Modern Building Inc. 15-023777-01 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE DATE 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE PRODUCT OR COMPONENT FURNISHED BY VP CUST111E eiss McNair FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. EXCEPT TO ANY DESIGN OR PERFORMANCE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS 1127/2016 LOCATION 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. REQUIREMENTS SPECIFIED BY VP. DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS Chico, California BUILDINGS DRAWWCHECK PROJECT Weiss McNair ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, VARCO PRUDEN AEG INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUILDERS PO# A BlueScope Steel Company PAGE NTS TBD VPC VERSION: 2015.2b 36 of BlueScope Buildings North America, Inc. 1/25/2016 12:04:33 FILENAME: Weiss McNair Powdercoating Structure 1a1�JI.i`� Trim Schedule Id Parts Color Details T1 (8)1SF11,(4)PKF20A Cool Arctic White EN52A1,ENVO03,RCOOAI,RC03B1,RCV018 See pages 38, 39, & 40 EXISTING BUILDING 13-7325(2085 1 4 T1 78'-0" BL BL 1. PRE -DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS TO STRUCTURAL BEAMS 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. COVERING ELEVATION AT B THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. Shape Name = 25 x 78, Wall = 4 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE I BY I DESCRIPTION NTS 1/25/2016 12:04:35 0/1, A. A' Mq 9f C64705A Xz 5O121201 86CIVF Cp,L\FO/ PERMIT SET- For Building Dept. Approval COVERING ELEVATION AT B BUILDER JOB # Modern Building Inc. 15-023777-01 """"Weiss McNair DATE LOCATION 1/2712016 Chico, California BUILDINGS DRAwwCFIECK PROJECT Weiss McNair VARCO PRUDEN AEG FILENAME: BlueScope Buildings North America, Inc Weiss McNair Powdercoating Structure 1�1�4.i �`� of *112-14 x 1 1/4' ROOF STRUCT FSNR (097584-) 3 PER FOOT 1/4-14 x 7/8" ROOF STITCH FSNR (097581-) 1 PER HIGH RIB AT LOWER AND UPPER ENDLAP 412-14 x 1 1/4' ROOF UPPER PURLIN STRUCT FSNR (097584-) 1 PER FOOT 1/4-14 x 7/8" ROOF INTERMEDIATE PURLIN STITCH FSNR (097581-) 20" O.C. AT EACH SIDELAP •12-14 x 1 1/4" ROOF STRUCT FSNR (097584-) MM 3 PER FOOT LOWER PURLIN *1JSE 12-14 x 1 1/2' (097585-) FASTENER WHEN BLANKET INSULATION THICKNESS IS GREATER THAN 4" REV DATE -06/25/15 I REV. NO. 02 PANEL RIB ROOF TUF-LITE RA01B3 STANDARD FASTENER PATTERN SEE DETAIL PANEL RIB INSIDE IRC39A2 OR RC39A3 -- CLOSURE (80130) - FACE OF - - WALL PANEL FOR GUTTER 3/16" x 1/4" TAPE STRAP MASTIC (025390) ATTACHMENT BOTH SIDES OF CLOSURE—, 1 EAVE GUTTER (EG-) 1/4-14 x 7/13" ROOF STITCH FSNR 1 PER STRAP — AND 1 PER 1'-0" RC32B1 .P. 1. STANDARD ERECTION DETAILS (SED) SUPERSEDE SIMILAR DETAILS FOUND IN THE ERECTION GUIDES, REFER TO THE ERECTION GUIDES FOR OTHER DETAILS, INSTALLATION PROCEDURES AND ACCESSORIES NOT DESCRIBED IN THE SED'S. 2. ALL PANEL AND TRIM SURFACES MUST BE FREE OF DIRT AND OIL AT MASTIC AND SEALANT LOCATIONS. REV. DkT--07/01/091 REV. N0.00 F FEET G- GAGE CX*** = COLUMN (PLATE) PR WALL PANEL MARK NO.: W F F I I E G G 0 C C C F= FEET NOTES I = INCHES 0 = OPERATION CGX*** - COLUMN (GAGE) LENGTH CODE I = INCHES PANEL RIB (80140) E= EIGHTHS C= FIN/COLOR WCX*** = COLUMN (HOTROLL) PR ROOF PANEL MARK NO.: R F F I I E G G 0 C C C E- EIGHTHS A RPR (80130) LENGTH CODE G = GAGE 412-14 x 1 1/4° ROOF PANEL/COVERING PR RIDGE PANEL MARK NO.: P F F I I E G G 0 C C C 1/4-14 x 7/8" W 1 3 1 1 7 2 6 1 K T D RBX*** = RAFTER (PLATE) ON = FIN/COLOR LENGTH CODEC C- FIN/COLOR 1'-0" O.C. * F F I I E G G 0 C C C BGX*** - RAFTER (GAGE) \ `—PANEL OUTSIDE CLOSURE PANEL RIB (80140) - LENGTH CODE WRX*** = RAFTER (HOTROLL) 36" COVERAGE 1/4-14 x 7/8" ROOF TRX*** = TRUSS RAFTER INSULATION 1 3/16- 12.. 1"SMOOTH 'I WALL PANEL B 1 3 0 1 0 3 6 0 3 0 W V ICX*** = INTERIOR COLUMN f EX ERIOR EXTERIOR iYP. SURFACE 1 PER PURLIN AND ** F F F I I I I I I E C C PCX*** - PIPE COLUMN LENGTH WIDTH THK CODE 2 31/32"� �- 1 PER SPACINGCO TCX444 = TUBE COLUMN BEARING EDGE�� TMP 412-14 x 1 1/4" ROOF SECONDARY (STANDARD) PANEL RIB ROOF AND WALL PANEL (PR) STRUCT FSNR 0 B Z 1 9 1 1 4 1 7 - - - - - EPX*** = ENDPOST (PLATE) n YI- 1 PER FOOT * * * F F I I E G G * * * 4 * EGX*** ENDPOST (GAGE) �Q 1/4-14 x 7/8" ROOF3 DEPTH LENGTH GAGE ADJUST.CODES STITCH FSNR SHAPE CBX*** = CANOPY (PLATE) RPR WALL PANEL MARK NO.: R R F F I I E 0 0 0 C C C 1 PER PURLIN AND SECONDARY (SPECIAL) CBX*** = PIGGYBACK CANOPY LENGTH CODE 1 PER SPACING 0 0 1 0 8 Z 1 9 1 1 4 1 7--- DCC*** - -81/2"GAGE POST 36" COVERAGE *12-14 x 1 1/4" ROOF * * * * * * F F I IEGG* * STRUCT FSNR COUNTER DEPTH& LENGTH GAGE ADJUST.CODES DCE*** = 10" GAGE POST 12" SMOOTH EXTERIOR 1 3/16' 2 PER FOOT SHAPE TYp. TYP. SURFACE 1 ROD BRACING RS - THREADS BOTH ENDS 2 31/32"� 03RS2510 TYp. PANEL SIDELAP RT = THREADS ONE END - CLEMS ONE END OUTSIDE CLOSURE I E * * F F I I RU = CLEVIS BOTH ENDS RPR WALL PANEL DIA LENGTH RP = THREAD BOTH ENDS - NO HILLSIDES VEE RIB (80362) REV. DATE:08/29/12 IREV.MARK NUMBER KEY RF" D1E07/01/0A REv. ND00 PR ROOF & PR/RPR WALL PANELS 1 EN5013I EN52A1 11 COMMON GENERATED MARK NUMBERS 1 *112-14 x 1 1/4' ROOF STRUCT FSNR (097584-) 3 PER FOOT 1/4-14 x 7/8" ROOF STITCH FSNR (097581-) 1 PER HIGH RIB AT LOWER AND UPPER ENDLAP 412-14 x 1 1/4' ROOF UPPER PURLIN STRUCT FSNR (097584-) 1 PER FOOT 1/4-14 x 7/8" ROOF INTERMEDIATE PURLIN STITCH FSNR (097581-) 20" O.C. AT EACH SIDELAP •12-14 x 1 1/4" ROOF STRUCT FSNR (097584-) MM 3 PER FOOT LOWER PURLIN *1JSE 12-14 x 1 1/2' (097585-) FASTENER WHEN BLANKET INSULATION THICKNESS IS GREATER THAN 4" REV DATE -06/25/15 I REV. NO. 02 PANEL RIB ROOF TUF-LITE RA01B3 STANDARD FASTENER PATTERN SEE DETAIL PANEL RIB INSIDE IRC39A2 OR RC39A3 -- CLOSURE (80130) - FACE OF - - WALL PANEL FOR GUTTER 3/16" x 1/4" TAPE STRAP MASTIC (025390) ATTACHMENT BOTH SIDES OF CLOSURE—, 1 EAVE GUTTER (EG-) 1/4-14 x 7/13" ROOF STITCH FSNR 1 PER STRAP — AND 1 PER 1'-0" RC32B1 .P. 1. STANDARD ERECTION DETAILS (SED) SUPERSEDE SIMILAR DETAILS FOUND IN THE ERECTION GUIDES, REFER TO THE ERECTION GUIDES FOR OTHER DETAILS, INSTALLATION PROCEDURES AND ACCESSORIES NOT DESCRIBED IN THE SED'S. 2. ALL PANEL AND TRIM SURFACES MUST BE FREE OF DIRT AND OIL AT MASTIC AND SEALANT LOCATIONS. REV. DkT--07/01/091 REV. N0.00 PANEL RIB CORNER CAP MCCt NOTES RCOOAI I PANEL RIB (80140) VEE RIB (80362) A RPR (80130) 3/16" x 1/4" TAPE MI 412-14 x 1 1/4° ROOF 1 /4" � FACE OF WALL PANEL 1/4-14 x 7/8" "1 1'-0" O.C. ROOF STITCH FSNR \ `—PANEL OUTSIDE CLOSURE PANEL RIB (80140) - CLOSURE ANGLE (PCA-) V-0" O.C. --\ 1/4-14 x 7/8" ROOF RPR (80130) WALL PANEL PANEL RIB W/ EAVE GUTTER PR, VR OR RPR WALL PEAK FASCIA (PKF-) 7 3/4" OR ALIGN WITH RAKE FASCIA AT ENDWALL 1/4-14 x 7/8" WALL STITCH FSNR V-0" O.C. E10/22/12 IREV. NO.01 PANEL RIB HIGH EAVE TRIM RC3581 PR, VR OR RPR WALL THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. PANEL ERECTION GUIDE REQUIRED FOR THIS PROJECT: REFER TO: FVARCO PRUDEN BUILDINGS BASIC PANELS & ACCESSORIES The field guide for correct installation of Varco Pruden's Wall and Roof Systems, Tuff-Lites, Wallites, Doors, Windows, Gutters and Trim. BACK COVER: 4003 BASIC PANELS AND IN. DATE:01/30/14 I REV. No 00 BASIC PANEL AND ACCESSORIES ENVO03 CONTAINS: PR ROOF - WALLS: PR, RPR, VR 3/16" x 1/4" TAPE MASTIC CONT. (025390)/-1/4-14 x 7/8" ROOF STITCH FSNR ANTI -CAPILLARY BEAD PURLIN BEARING EDGE - 12 -14 X 1 1/4' ROOF STRUCT FSNR SEE RCO4B1 FOR STD FASTENER PATTERN SEE C0463 FOR UL90 FASTENER PATTERN SEE C4B 02 FOR ICE DAMMING FASTENER DETAILS QUALIFY FOR AIR PATTERN INFILTRATION/WATER PENETRATIO SEE C04B4 FOR UL90/ICE DAMMING RATED ASSEMBLIES. FASTENER PATTERN EV. DATE:o4/01/15 IWV. NO. D3 PANEL RIB ROOF -STANDARD RCO3131 PANEL SIDELAP FASTEN CORNER CAP W/ (8) RAKE FASCIA POP RIVETS - DO (RKF-) NOT FASTEN FACE OF CAP ® HIGH SIDE FASCIA SEAL FASCIA TO CORNER CAP WITH BRONZE TUBE SEALANT (80507) HIGH EAVE FASCIA EXTENDED TO RAKE FASCIA (COPE & TAB) METAL PANEL RIB CORNER CAP MCCt OUTSIDE CLOSURE -,,—OUTSIDE CLOSURE (80140) PANEL RIB (80140) VEE RIB (80362) A RPR (80130) 3/16" x 1/4" TAPE MI 412-14 x 1 1/4° ROOF (025390) CONT EACH \-1/4-14 x 7/8' WALL SIDE OF CLOSURE— STITCH FSNR 1'-0" O.C. \ `—PANEL OUTSIDE CLOSURE PANEL RIB (80140) - CLOSURE ANGLE (PCA-) VEE RIB (80362) 1/4-14 x 7/8" ROOF RPR (80130) WALL PANEL WALL PANEL PANEL RIB W/ EAVE GUTTER PR, VR OR RPR WALL PEAK FASCIA (PKF-) 7 3/4" OR ALIGN WITH RAKE FASCIA AT ENDWALL 1/4-14 x 7/8" WALL STITCH FSNR V-0" O.C. E10/22/12 IREV. NO.01 PANEL RIB HIGH EAVE TRIM RC3581 PR, VR OR RPR WALL THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. PANEL ERECTION GUIDE REQUIRED FOR THIS PROJECT: REFER TO: FVARCO PRUDEN BUILDINGS BASIC PANELS & ACCESSORIES The field guide for correct installation of Varco Pruden's Wall and Roof Systems, Tuff-Lites, Wallites, Doors, Windows, Gutters and Trim. BACK COVER: 4003 BASIC PANELS AND IN. DATE:01/30/14 I REV. No 00 BASIC PANEL AND ACCESSORIES ENVO03 CONTAINS: PR ROOF - WALLS: PR, RPR, VR 3/16" x 1/4" TAPE MASTIC CONT. (025390)/-1/4-14 x 7/8" ROOF STITCH FSNR ANTI -CAPILLARY BEAD PURLIN BEARING EDGE - 12 -14 X 1 1/4' ROOF STRUCT FSNR SEE RCO4B1 FOR STD FASTENER PATTERN SEE C0463 FOR UL90 FASTENER PATTERN SEE C4B 02 FOR ICE DAMMING FASTENER DETAILS QUALIFY FOR AIR PATTERN INFILTRATION/WATER PENETRATIO SEE C04B4 FOR UL90/ICE DAMMING RATED ASSEMBLIES. FASTENER PATTERN EV. DATE:o4/01/15 IWV. NO. D3 PANEL RIB ROOF -STANDARD RCO3131 PANEL SIDELAP FASTEN CORNER CAP W/ (8) RAKE FASCIA POP RIVETS - DO (RKF-) NOT FASTEN FACE OF CAP ® HIGH SIDE FASCIA SEAL FASCIA TO CORNER CAP WITH BRONZE TUBE SEALANT (80507) HIGH EAVE FASCIA EXTENDED TO RAKE FASCIA (COPE & TAB) METAL \ CORNER CAP MCCt STITCH FSNR CUT AWAY A SHADED AREA 45' A 1� HIGH SIDE EAVE 412-14 x 1 1/4° ROOF FASCIA (RKF-) DR NOTCH DETAIL PEAK FASCIA (PKF-) A -A REV. DA1E:10/02/14 IREV. No. 03 HIGH EAVE CORNER ASSEMBLY RC38AJ ALL WALL SYSTEMS (SSR, HWR, PANEL RIB ROOFS) THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. 12-14 x 1 1/4" ROOF STRUCT FSNR (574**) SEE A01B3 FOR STANDARD FSNR PATTERN SEEA01E3 FOR UL90 FSNR PATTERN 3/16" x 1/4" TAPE MASTIC (025390) —\ PANEL RIB TUF-LITE PANEL RIB INSIDE CLOSURE (80130) AS ISOLATION SPACER 6" x 1/4* TAPE MASTIC 5390) 2 ROWS REO'D LOWER ENDLAP ONLY ROOF 51IT^" FSNR TUF-Lf TRIM (I SEE A0163 FOR STANDARD FSNR NUMBER AND PATTERN ffq FOR UL9D SEEFSNR NUMBER AND PATTERN 7.� 1/4" ASTIC 025390) E10/24/12 IREV. No 01 1 PANEL RIB ROOF TUF-LITE "-°"'°- RA01 B1 ENDLAP RA01 B2 FACE OF WALL PANEL 1/4-14 x 7/8" ROOF RAKE FASCIA STITCH FSNR (RKF-) 1 PER PURLIN BOTTOM OF 412-14 x 1 1/4° ROOF - ROOF SHEET STRUCT FSNR 2 PER FOOT 1/4-14 x 7/8" ROOF ENDLAP & RIDGE CAP < STITCH FSNR 1 PER PURLIN AND `o 1 PER SPACINGCO F oa 0 412-14 x 1 1/4" ROOF r �� STRUCT FSNR n YI- 1 PER FOOT �Q 1/4-14 x 7/8" ROOF3 INTERMEDIATE PURLIN STITCH FSNR 1 PER PURLIN AND 9Q 1 PER SPACING *12-14 x 1 1/4" ROOF STRUCT FSNR 1/4-14 x 7/8" 2 PER FOOT WALL STITCH FSNR 1'-0" O.C. BUILDING EAVE PANEL SIDELAP OUTSIDE CLOSURE PANEL RIB (80140) *USE 12-14 x 1 1/2* FASTENER WHEN VEE RIB (80362) BLANKET INSULATION THICKNESS IS RPR (80130) GREATER THAN 4" E:11/13/13 REV. Na 01 PANEL RIB ROOF FSNR PATTERNS STANDARD WV-DA1E11/04/15 IKV. Nn D3 RC04131 RC3OB1 RAKE FASCIA (RKF-)� PANEL RIB FILLER PLACE FASTEN)W/ 4 POPN RIVETS METAL CORNER CAP M001 W/ 8 POP RIVETS CUT AWAY SHADED AREA 45' NOTCH DETAIL A -A BIRD STOP (BS1) FASTEN IN PLACE W/ 4 POP RIVETS GUTTER CLOSURE (GGC-) FASTEN IN PLACE W/ 10 POP RIVETS SEAL INSIDE PERIMETER OF CLOSURE W/ BRONZE TUBE SEALANT (8D507) EAVE GUTTER (EG-) TUF-Lfi- PANEL RIB ROOF TUF-LITE STANDARD SIDELAP (� 12-14 X 1 1/4" ROOF STRUCT FSNR ® 1'-0" O.C. /16" x 1/4* TAPE MASTIC ONT. (025390) *12-14 x 1 1/4" WALL STRUCT FSNR (2) PER FOOT ® PANEL RIB (1) PER FOOT ® VR OR RPR RAKE CHANNEL PR / VR WALL PANEL *,USE 12-14 x 1 7/8" FSNR IF INSULATION THICKNESS IS > 4" PANEL RIB ROOF RAKE TRIM ALL PURLINS AT PR, VR OR RPR WALL THRU 2:12 ` Q�OFESS/O o A M,yoq�� �n cr C64705 X 0 LU i /i Alll� z ,\!�:!��12181201106 AFOSCV C0���Q E10/07/14 II>EV. No 03I EAVE GUTTER CORNER ASSEMBLY RC38N1 ALL SYSTEMS PERMIT SET- For Building Dept. Approval VP Buildings COVERING &TRIM SED'S 3200 Players Club Circle Memphis TN 38125 REV DATE BY DESCRIPTION BUILDER JOB # Modern Building Inc. 15-023777-01 CUSTOME I/Veiss McNair DATE LOCATION Chico, California BUILDINGS A NCHECK 16 DRAWWCHECK PROJECT Weiss McNair VARCO PRUDEN AEG BUILDERS PO# A BlueScope Steel Company PAGE NTS TBD VPC VERSION: 2015.2b 38 1/25/2016 SEDSheet 12:04:43 FILENAME. Weiss McNair Powdercoating Structure 1a1. . BlueScope Buildings North America, Inc. EAVE GUTTER (EG DOWNSPOUT STRA (DM) FASTEN T( WALL PANEL WITH WALL STITCH FSNI BEND TAB TO SECURE BOTH HALVES OF STRAF (DST1) TOGETHER 2 STRAPS PER 10' SECTION OF DOWNSPOUT DOWNSPOUT ELBOW (5CE75) FASTEN TO DOWNSPOUT W/ 2 P RIVETS RC38P1 LAP EAVE GUTTER 3" AND FASTEN WITH (9) 1/8" POP RIVETS RCV324 BOTTOM OF ROOF SHEET WC13F1 EAVE Gl (EG-) JT AND TAB HOLE IN 4\,E GUTTER (EG-) =AL NIPPLE TO GUTTER DNNECTION WITH BRONZE JBE SEALANT (80507) DWNSPOUT NIPPLE )N1) FASTEN IN AVE GUTTER W/ POP RIVETS OWNSPOUT (CP510) ASTEN TO DOWNSPOUT IPPLE W/ 3 POP IVETS EE ERECTION DWGS OR QUANTITY OF OWNSPOUTS DOWNSPOUT ASSEMBLY ALL SYSTEMS 3/8" CONT. BEAD SKINNING SEALANT (80507) x-4,0 TRIM SPLICES EAVE GUTTER SPLICE 12-14 x 1 1/4" WALL STRUCT FSNR 2 PER FOOT 0 PANEL RIB 1 PER FOOT 0 VR do RPR 12-14 x 1 1/4' ROOF STRUCT FSNR 1 PER STRAP 2y 1/4-14 x 7/8" `SDFFIT EAVE TRIM ROOF STITCH FSNR THE VP ENGINEER'S SEAL APPLIES ONLY TO 1 PER STRAP 2 FSNRS REQ'D WHEN SPACE 00 THE WORK PRODUCT OF VP AND DESIGN AND W.P. 1/8" X 1" TAPE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED MASTIC (027893) THE VP ENGINEER'S SEAL DOES NOT APPLY TO ON TOP OF GUTTER STRAP (STR2) GUTTER 1 STRAP UNDER THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE ROOF PANEL EXCEPT TO ANY DESIGN OR PERFORMANCE S-0" O.C. EAVE GUTTER DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS (EG-) 1/4-14 x 7/8" ROOF STITCH FSNR INCLUDING THE CORRECT USE OF TEMPORARY BRACING. 1 PER STRAP BETWEEN ROOF AND 1 PER 1'-0" AND WALL PANEL 2°1/05/15 IffV. NO. 10 PANEL RIB GUTTER RC39A2 STRAP ATTACHMENT ENDWALL RAKE CHANNEL (RCHD--) AT 7" PURLINS (1) 1/4-14 x 1 1/4" (RCHB--) AT 8 1/2" PURLINS WALL STRUCT FSNR �I (RCHE--) AT 10" PURLINS (55307) x (RCHC--) AT 11 1/2" PURUNS - - - - - - - - - - - - - - - - a 0 1n z o °� s- a N N lfi o ^� DO NOT FASTEN. PURLIN MUST BE FREE TO ROLL `07/01/091 REV. NO. PR ROOF RAKE CHANNEL TO PURLIN RS10R1 ALL PURLIN DEPTHS (ALL WALL PANEL) 1/4-1, WALL S FSNR. OUTSIL PR, VR OR RPR FLASH' WALL *USE 12-14 x 1 7/8" FSNR IF INSULATION THICKNESS IS > 4" PANEL RIB WALL GAGE ANGLE GAC1 D40 TOP OF PURLIN 1/4-14 x 1 1/4" J STRUCT FSNR (55307) 1 PER PURLIN ROOF HEIGHT CHANGE FLASHING (RCF-) 1/4-14 x 7/8" ROOF STITCH FSNR 6" O.C. 3/16" x 1/4" TAPE MASTIC CONT. (025390) PANEL RIB ROOF -NOTE: 4" LEG OF ANGLE 12-14 x 1 1/4" RODF STRUCT FSNR 12" O.C. E00/22/12 I REV. No 01 PANEL RIB ROOF HT CHANGE RC52B1 BLANKET INSULATION CBA1 � BG - CRIMPED BASE NOTE: A CONC, FSNR. MUST BE LOCATED PANEL RIB WALL LESS THAN 6" FROM EACH END OF THE BASE MEMBER. 12-14 x 1 1/4" BASE ANGLE (BA-) SHOWN, MAY BE WALL STRUCT BASE GIRT (BG-), FSNR OR CONCEALED BASE (CBA) 2 PER FOOT—\ FINISH FLOOR OR TOP OF CURB WALL CONCRETE FASTENER 24" O.C. (BY BUILDER) 7061'115 IREV. NO. 01 BASE OF WALL ATTACHMENT WC01D9 CRIMPED BASE PANEL RIB WALL 12-14 x WALL STRL FSNR. 1'-0" D.0 \NEL RIB NUL PANEL JAMB TRIM (JT-) REV. DATE 07/01/09 REV. NO. M. [A1E 07/01/00 REV. N0.00 PANEL RIB ROOF HIGH EAVE OUTSIDE CORNER TRIM JAMB TRIM AT OVERHEAD DOOR PR, VR OR RPR WALL AT STD EAVE PURLIN WC20A1 PANEL RIB WALL WC24A1 PANEL RIB WALL GGC_ GUTTER STRAP— (STR2) OR (STR3) SEE RC39A2 FOR GUTTER STRA ATTACHMENTP�I y60 3/4' GAP EAVE PANEL CLOSURE GUTTER ANGLE (PCA-) FIELD FABRICATE GUTTER JOINT COVER 07/01/09 1 REV. NO. 00 PR SAVE GUTTER EXPANSION JOINT RC61 B6 FOR BUILDING OVER 160' IN LENGTH 1/4-14 x 7/8' WALL STITCH FSNR. 1 PER SUPPORT AND 1 PER GIRT SPACEEAVE `SDFFIT EAVE TRIM ' THE VP ENGINEER'S SEAL APPLIES ONLY TO THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP 2 FSNRS REQ'D WHEN SPACE 00 THE WORK PRODUCT OF VP AND DESIGN AND BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE PERFORMANCE REQUIREMENTS SPECIFIED BY VP. APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED 12-14 x 1 1/4" THE VP ENGINEER'S SEAL DOES NOT APPLY TO FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE PERFORMANCE OR DESIGN OF ANY OTHER IEV.. DATE!02/20/14 IREV. Na 00 1 PRODUCT OR COMPONENT FURNISHED BY VP THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE WALL STRUCT EXCEPT TO ANY DESIGN OR PERFORMANCE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS REQUIREMENTS SPECIFIED BY VP. DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS WALL PANEL BOTTOM OF ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PER F00 INCLUDING THE CORRECT USE OF TEMPORARY BRACING. GGC_ GUTTER STRAP— (STR2) OR (STR3) SEE RC39A2 FOR GUTTER STRA ATTACHMENTP�I y60 3/4' GAP EAVE PANEL CLOSURE GUTTER ANGLE (PCA-) FIELD FABRICATE GUTTER JOINT COVER 07/01/09 1 REV. NO. 00 PR SAVE GUTTER EXPANSION JOINT RC61 B6 FOR BUILDING OVER 160' IN LENGTH 1/4-14 x 7/8' WALL STITCH FSNR. 1 PER SUPPORT AND 1 PER GIRT SPACEEAVE `SDFFIT EAVE TRIM ' (-SF1-) ATTACH W/ OR 2 FSNRS REQ'D WHEN SPACE 00 STITCH FASTENER RAKE MEMBER EXCEEDS 6'-0" 12-14 x 1 1/4" STRUCT FASTENER 12-14 x 1 1/4" IEV.. DATE!02/20/14 IREV. Na 00 1 PANEL RIB ROOF HIGH EAVE TRIM AT OPEN WALL OR RAKE EXT. AT WALL INTERMEDIATE WALL STRUCT WALL GIRT FSN R'2 WALL PANEL BOTTOM OF ROOF SHEET PER F00 1/2" CLEARANCE BETWEEN ROOF 12-14 x 1 1/4" WALL STRUCT FSNR.4 1 PER FOOT AT INT GIRTS BASE MEMBER 12-14 x 1 1/4" WALL STRUCT FSNR.; 2 PER FOOT --------_-.-PANEL SIDELAP USE 12-14 x 1 7/8" FASTENER WHEN BLANKET INSULATION THICKNESS IS GREATER THAN 4" IATE!10/15/13 REV. N0.02 PANEL RIB WALL WC04G1 FASTENER PATTERNS PANEL RIB WALL PANEL SECTION A—A HEADER TRIM (HTS-) 12-14 x 1 1/4" WALL STRUCT FSNR. l'-0" O.C. — 1/4-14 x 7/8" STITCH FSNR — 1'-0" O.C. PANEL RIB OUTSIDE CLOSURE STRIP (80140) — 3/16" x 1/4" TAPE MASTIC (025390) CONT. BOTH — SIDES OF CLOSURE EAVE STRUT i PEAK FASCIA (PKF-) P. 7 3 4 OR ALIGN WITH RAKE FASCIA AT ENDWALL �1/4-14 x 7/B" STITCH FSNR ` 1'-0" O.C. PR, VR OR RPR WALL PANEL *,USE 12-14 x 1 7/8" FSNR IF INSULATION THICKNESS IS > 4" EM/05/15 IREV. NQ 01 PR, VR & RPR WALL AT EAVE WC11F1 STANDARD EAVE PURLIN ?,pFESg/O 12-14 x 1 1/4' WALL STRUCT A FSNR. A. MgO4q��2 2 PER FOOT h U X 0 / a C64705 z � DOOR FLASHING W rt7 A ;V DOOR HEADER * 1/28/2016 CIV QTS OF CAL�FO� E-03/15/12REv. NO, o1 WALL TRIM AT DOOR HEAD WC24A2 OVERHEAD DOOR OPENING PERMIT SET- For Building Dept. Approval VP Buildings 3200 Players Club Circle Memphis TN 38125 COVERING &TRIM SED°S REV DATE BY DESCRIPTION BUILDER JOB # Modern Building Inc. 15-023777-01 CUSTOME eiss McNair DATE LOCATION 1/27/2016 Chico, California BUILDINGS DRAWWCHECK PROJECT Weiss McNair VARCOPRUDEN AEG BUILDERS PO# A BlueScope Steel Company PAGE NTS TBD v1=c VERSION: 2015.2b 39 1/25/2016 SEDSheet 12:04:45 FILENAME. Weiss McNair Powdercoating Structure 1�dy�si5�r}�o1 BlueScope Buildings North America, Inc. `SDFFIT EAVE TRIM ' (-SF1-) ATTACH W/ 1/4-14 x 7/8" WALL STITCH FASTENER V -D" O.C. W/ SOFFIT, 12-14 x 1 1/4" STRUCT FASTENER V-0" O.C. W/O SOFFIT IEV.. DATE!02/20/14 IREV. Na 00 1 PANEL RIB ROOF HIGH EAVE TRIM AT OPEN WALL OR RAKE EXT. AT WALL RCV018 FACE OF WALL PANEL BOTTOM OF ROOF SHEET 1/2" CLEARANCE BETWEEN ROOF AND WALL PANEL W. P. AT OUTSIDE FACE OF WALL PANEL X12-14 x 1 1/4" EAVE STRUT WALL STRUCT FSNR. 2 PER FOOT 0 PANEL RIB 1 PER FOOT 0 VR & RPR PR, VR OR RPR WALL PANEL *,USE 12-14 x 1 7/8" FSNR IF INSULATION THICKNESS IS > 4" EM/05/15 IREV. NQ 01 PR, VR & RPR WALL AT EAVE WC11F1 STANDARD EAVE PURLIN ?,pFESg/O 12-14 x 1 1/4' WALL STRUCT A FSNR. A. MgO4q��2 2 PER FOOT h U X 0 / a C64705 z � DOOR FLASHING W rt7 A ;V DOOR HEADER * 1/28/2016 CIV QTS OF CAL�FO� E-03/15/12REv. NO, o1 WALL TRIM AT DOOR HEAD WC24A2 OVERHEAD DOOR OPENING PERMIT SET- For Building Dept. Approval VP Buildings 3200 Players Club Circle Memphis TN 38125 COVERING &TRIM SED°S REV DATE BY DESCRIPTION BUILDER JOB # Modern Building Inc. 15-023777-01 CUSTOME eiss McNair DATE LOCATION 1/27/2016 Chico, California BUILDINGS DRAWWCHECK PROJECT Weiss McNair VARCOPRUDEN AEG BUILDERS PO# A BlueScope Steel Company PAGE NTS TBD v1=c VERSION: 2015.2b 39 1/25/2016 SEDSheet 12:04:45 FILENAME. Weiss McNair Powdercoating Structure 1�dy�si5�r}�o1 BlueScope Buildings North America, Inc. NOTE: FIELD BEVEL CUT VEE RIB do RPR WALL PANELS GAGE ANGLE (GAC1040) -\ 3/16" x 1/4" TAPE MASTIC (025390) CONT. BOTH SIDES OF CLOSURE -N ,12-14 x 1 1/4" WALL STRUCT FSNR, 3 PER FOOT 0 PR� 1 PER FOOT 0 VR 1 PER FOOT 0 RPR 1 1 /2" W,P�_ 1/4-14 x 1 1/4" STRUCT FSNR (55307) 1 PER PURLIN WC55A1 PR, VR do RPR WALL INSI INSIDE CLOSURE FLA! PANEL RIB (80130) VEE RIB (80360) RPR (80140) 1/4-14 x 7/8" WALL STITCH FSNR S-0" D.C. 0 PANEL RIB ONLY ROOF HEIGHT CHG FLASHING (RCF—) 3/16" x 1/4" TAPE MASTIC (025390) PAN OTTM OF OSHEET RIB ROOF WAL �--1/4-14 x 7/8" ROOF STITCH FSNR. 6" D.C. 12-14 x 1 1/4" ROOF STRUCT FSNR. 12" O.C. USE 12-14 x 1 7/8" FSNR IF INSULATION THICKNESS IS > 4" BASE OF WALL ® RF HT CHG PR, VR & RPR WALL (NON—ICE DAMMING) WC21A1 INSIDE CORNER FLASHING PANEL RIB WALL THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. I q 0 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE BY DESCRIPTION 1/25/2016 SEDSheet NTS 12:04:46 ze Q� OFESS/ON A. M9 9! �n C64705 UJI 4K Z;OF /28/2016 CIV CALF ; 00, 00 PERMIT SET- For Building Dept. Approval COVERING & TRIM SED'S BUILDER JOB # Modern Building Inc. 15-023777-01 """Weiss McNair DATE LOCATION LChico, California AVARCO UILDINGS 1/,,,,,, 6 DRAWWCHECK PROJECT Weicc MrN.ir RUDEN AEG FILENAME. Weiss McNair Powdercoating Structure lay` giWf BlueScope Buildings North America, Inc THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE I BY I DESCRIPTION 112712016 SEDSheet NTS 18:17:02 PERMIT SET- For Building Dept. Approval MRD50 -�- GUSSETS WHEN REQUIRED BY DESIGN °*° GUSSETS WHEN REQUIRED BY DESIGN GUSSETS WHEN REQUIRED BY DESIGN STITCH OR °*" GUSSETS WHEN REQUIRED BY DESIGN � � TYP 1 1/2" – 3 (10 GA. WEB) CJP OR YP ALTERNATE 2 – 0 (3/16 & 1/4 WEB) DATE BOLTING 4 – 8 (5/16 – 1/2 WEB) 1 /27/2016 LOCATION Chico, California rROWS PLATE ROWS DRAWNChECK PROJECT Weiss McNair OUT VARCO PRUDEN ROWS OUT ROWS OUT OUT JM fri in TYP 16F ALTERNATE VIP V BOLTING TYP PLATE OR ALTERNATE P BOLTING OR GP RN`s �� �� \ \ ALTERNATE PLATE ROWS ALTERNATEALTERNATE _ IN \ \ BOLTING \ N – BOLTING NTNG % CJP _ _ _ — PLATE \ \RIDGE _ LATE: PLAT \ Rows�iN iL \ l RAFTER �I OR aP f \ 1 ROWS OUT CJP C.P \ 5T1TCH \ � ) 1/2" – 3 (10 GA. WEB) \ STITCH / 2 –5 (3/16 & 1/4 WEB) \ * OR 1 1/2' – 3 (10 GA. WEB) CJP * / 4 – B (5/18 = 1/2 WEB) \ ALTERN ATE * 2 – 5 (3/16 & 1/4 WEB)\ * \ BOLTING 4 – 8 (5/16 – 1/2 WEB) PLATE NN DAMM 3 �'. Nae, HAUNCH / COLUMN CONNECTION 111MDATr_-M 3/14 "`�' �°� LOW SIDE HAUNCH CONNECTION FLY.wM-al ' ' Nom. "° HIGH SIDE CONNECTION FEY. OAV-0 3 ` MV' 14 m BOLTED RAFTER SPLICE CONNECTIONS TOP BOLTER WI=LD STD. FACE BOLTED WELD STD. BOLTED WI=LD STD. WELD STD_ STITCH 1 1/2' – 3 (10 GA. WEB) COWMN (CX–) OR (ICX–) DWMN (TCX–) OR (PCX–) 2 – 5 3110 & 1/4 WEEI ; WP 4 – 8 5/16 – 1/2 WEB I I �, I FLANGE CHANGE OONNNNEECiiON I TUBE OR PIPE COLUMN CJP FF. (SX)RANDOM 7—\ SHOP SPLICE I I I GJP BASE PLATE BASE PLATE TYP. CJP DESIGN MEMBER DEPTH REV DAM 11 s '�'. Nam FRAME CONNECTION AT INTERIOR COLUMN MY. DATC:a ' 1111M No. a, TYPICAL BASE PLATE CONNECTION IVY. OAM-2 2 NCv. ND.cn TYPICAL BASE PLATE CONNECTION MV' 0A7_ SIMM I'�'� "ap VARIOUS RANDOM SHOP SPLICE WELD STD. BASE PLATE TO COWMN WELD STD. BASE PLATE TO COLUMN WELD STD_ SHOP SPLICE WELD STD. MINIMUM FILLET WELD FLUSH – UNS11FFENED The Table below shows Code minimum welds for AISC & CSA/W158.LANGE If weld shown m Engtnecfig Wild Standerd or on fabrication dowmante are less khan these. then the weld size shown belov PLATE GENERAL NOTES: THE FILLET WELD SHALL BE CONTINUOUSLY GENERAL NOTES: a D a o a o a D o a a o D a D a o o a o 0fe the thlckmils bobg SUBMERGED ARC WELDED ONE SIDE OF THE a DBAiNI 1,, ];, I'T to be used, booed on material lolned. 1AIM., SEE FRAME CROSS SECTION FOR BOLTING PLATE TABLE J24 & AWSD1.1 5.8 MINIMUM GMAW FILLET WELD SIZE PLATE TTHHEEMINIMUM FIUEf WELDBOTH RMCES SSIZE SHALLE THICKNESS AND NUMBER OF ROWS OUT AND IN. ° TAKEN FROM TABLE BELOW. 11 12 13 14 51 52 33 tT4 1 Mnui IMe�d Bae* Metal Thfckn*ss (Ttx a 2. MIN. BOLTING PLATE WIDTH =FLANGE SIZE (61' EXTENDED – UNSTiFFENED in. rnrn in, mm T S 1/4 T< 6 1/8 3 1 4. < T<-1 2 T 12 3/16 D / / S MIN. MIN.) a D a D a 6 a 4 a D a D a 0 O D a a o a o a o a a o o a a a a o a a a o a e a 1/2 < T <J/+ 12 < T < 20 1/4 6 3. SIZE OF WELDS UNLESS NOTED ARE BASED ON D D o D D 4 D D a WN"FLLET VELD VMS (Nk CANAVA & bE)ICO (AWED1.1-TA E W) 3/4 < T 20 s. T 5/16 a MATERIAL THICKNESS R 1HGUES9 * T = Thickneea of the thinner Port o"rood (USA, CANADA & NEXICO) Vol ��� 1/4• 6/18' a/8 1/2' Glow 3/+' 1• 1 1�/� �� _ Q pFES% Al 31 32 33 71 72 73 Assumes low hydrogen welding process using GMAW filler metal Q p A, M q� ,4' '96 EXTENDED — STIFFENED (GUSSET) ( –1eS INA 1/B' 1/Br 1/e" 1/B' 1/r 1/e' 11r 1/B' Ile I/x 1/e' docs ER7D-3 (B—C40A 20 C3) ar SAW filar motal claim F7AO— ¢4' < -z- WA 1/21' 1/117 1/21• 1/er 1/21- 1/21- Illi" 1/V 1/21• I/V t/e- DA13K (F+90—FM13K). FILLET WELD ASSEM�Y (AWS D1.1-06 Sec 5.221) (ti �V � 0 o± C64705 >c 2 a B a e a B a o a B e B D a s e a e a B o 0 o D o o a B o D a B o B a o 07 1/117 1/117 i/e- iler 1/1' i/e' i/a• Ills• 3AV a/le' 3/11• 1/e• e• 1/a• e• 8- e• 1 C i/0• 1/ il 1/ 3/Is• 3AG* a/IV 3/10' 1/ Caps in to be joined by fillet Welds may have a 0 w a o D D o a D a a 1B' 1/8 1/0- 3/18- 3/i8• 3/16• 3/18• a/18- 3AB' 3/16• a/I� 3/121• pate gap of <_1/16- with no adjustment In Wold size, � 0 as J ' IN IAF aAe• fir!' a/1a• 3/1a• alio• 3/1e• 5/16' 3,Ae 3/15' * 1/28/2016 1/2• 1/21• ilei 3/15- 3/i1r sAV 3/115' 3/1121' 3,As' 5,AW 3,AC 3/ls' Gaps > 1/16- but < /tfi ,fillet weld leg rnu21t be increased �� CIV ��� q!�c 6/14 1/21' 1/I!' 3/10' 3/16' i/I�' i/f IA* IA. IX 1/C Ile by the amount of the root opening p� OF 41 42 43 81 82 83 23/4• ile' 1/l' 3/1r' 3/lir 3AV 1/17 1 171 a/I6• a/1s• elle• elle' Gaps > 3/16', corrective work Is required to bring parts GAL�F Minimum bolt spacing Is 3" U.N.O. into acceptable contact SEE 'BOLTED END–PLATE CONNECTION" SECTION OF DESIGN CALCULATION FOR PLATE ID REV DAM. 2 a GENERAL WELD REQUIREMENTS WV_ omm: ' "`"'� °' TYPICAL NOTES NN. DAM—I2 JWV. "°°' GENERAL NOTES "� °""� /13/14 �. "am BOLTED END—PLATE CONNECTION LAYOUT WELD STD. TYPICAL SEC11ON THRU BUILT–UP MEMBERS THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE I BY I DESCRIPTION 112712016 SEDSheet NTS 18:17:02 PERMIT SET- For Building Dept. Approval MRD50 BUILDER JOB # Modern Building Inc. 15-023777-01 CUSTOME eiss McNair DATE 1 /27/2016 LOCATION Chico, California BUILDINGS DRAWNChECK PROJECT Weiss McNair VARCO PRUDEN AEG FILENAVE:I of BlueScope Buildings North America, Inc Weiss McNair Powdercoating Structure 1s1�.i� DOOR SUB FRAME GIRT BELOW 8' DOOR SUB FRAME A GIRT BELOW B' PO X 3/4" UNSLOT 1 0 Q a HEX WASHER SDS I` ��BUP- TYP.) 0 PLACES _ —C �L BY DOOR SUPPLIER) I`—JI BDTH SIDES LIA A 1 1/2" 1 1/2" FIELD NOTCH GIRT FIELD CUT GIRT}. 2 1/27 T (REF.) 2 1/2" _FIELD CUT GIRT (REF.) ' DOOR OPENING —SEE APPROPRIATE DRAWING FOR LOCATION OF DOOR. HORIZONTAL SECTION AT 6'-0" OR BELOW GIRT NOTES: 1. LOCATE AND INSTALL DOOR AT THE APPROPRIATE LOCATION. 2. FIELD CUT AND NOTCH GIRT SO THAT IT CAN BE FIT INSIDE OF THE DOOR SUB FRAME. 3. INSTALL BASE -L—CLIP AT DOOR SUBFRAME TO SUPPORT DOOR SIDE GIRT AT DESIRED HEIGHT. 4, INSTALL GIRT TO BASE 'L -CLIP" INDICATES THE EXTERIOR FACT= OF THE STRUCTURALS TO WHICH THE PANELS ATTACH. Q — INDICATES THE EXTERIOR FACE OF THE STRUCTURALS TO WHICH THE PANELS ATTACH. — INDICATES CENTER UNE THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. ,T THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. OR I _ T�V� .K I A A WALL INSULATION WALL I IX X #14-14 X 1' PANEL I IZXX)(K HEX #3 POINT SDS �K XX>I (BY DOOR SUPPLIER) �K /' 14 o GIRT It� II I+� GIRT CUP DRIP j III (BY DOOR SUPPLIER) GUTTER , _ 11 n n n II II II II 1 -- ,I SII II II II L — �-IL 11-11--- HEADER If-TTS---�Tr---1 SUB FRAME P4 X 3/4' UNSLOT EX WASHER SDS TYP.) fl PLACES 6Y DOOR SUPPLIER) BASE 'L -CUP" (TYP.) (BY DOOR SUPPLIER) Q�0FESS/0 O A. M 9l V CO 0:C64705 X 7- 0 ...-1 ' '\<l /28/2016 FN CAU�O��\P THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. II II II ° II F-11 n 1L, SUB FRAME DIAN ---------, o ""l t l C) i 1 a A. SECTION A— A VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE I BY I DESCRIPTION NTS 1/27/2016 SEDSheet 18:17:34 b I is PERMIT SET- For Building Dept. Approval 1:1113 K-7111 Modern Building Inc. 15-023777-01 CUSTOME Weiss McNair DATE LOCATION Chico, California BUILDINGS 1/27/2016 DRAWN/CHECK PROJECT ARCO PRUDEN Weiss McNair AEG FILENAME:i BlueScope Buildings North America, Inc Weiss McNair Powdercoating Structure 1�1`N.9of Z—PURLIN Z—PURLIN Z—PURLIN ONNECTION TO PUR IN ONNECTION TO PURLIN (NOT BY BLUESCOPE ANGLE HANGER NOT BY BLUESCOPE) �NONNECTION TO PUR IN OT BY BLU ESCOP E 1 HANGER LOAD NOT BYABLUEOSCSOPTREAP HANGER LOAD I )) `HANGER LOAD WEB HANGERS FOR 1/2" DIAM. BOLT TO PURLIN CONNECTION-- MAX HANGER LOAD=15001bs PURLIN MUST BE SPECIFICALLY DESIGNED FOR LOADS GREATER THAN 500 LB. SEE NOTE #2. WIDE THROAT BEAM C—CLAMP MUST NOT BEND OR CONTACT PURLIN LIP (NOT Z—PURLIN BY BLUESCO E)HALF FLANGE WIDTH HALF FLANGE Z— PURLIN WIDTH FIELD DRILL HOLE FOR ROD IN BOTTOM DO NOT USE A HANGER DEVICE F G� OF PU RLI N AT CAUSES DEFORMATION ANGER ROD (7/16' MAX HOLE) (FLATTENING) THIS FLANGE LI P NOT BY LUESCOPE) R1 HALF Fi-ANGE I VERIFY OVERALL PURLIN DESIGN CAN TAKE APPLIED LOADS. SEE NOTE #2 MAXIMUM LOAD SUSPENDED FROM BOTTOM (LOCATED AT HALF—FLANGE WIDTH) FLANGE THICKNE5S MAX LOAD THICKNESS MAX LOAD 0.060'° 110lbs 0.086" 2001 b 0.0687 120lbs 0.09 B" 2501 bs 0.073 1441b s 0.079" 1801b s 0.113 2501 bs FOR LOADS LOCATED MORE THAN HALF FLANGE WIDTH FROM WEB, USE HALF OF THE LOADS SHOWN ABOVE BOTTOM FLANGE CLAMP HANGER BOTTOM FLANGE ROD HANGER (TOP FLANGE SIMILAR) (TOP FLANGE SIMILAR) DQ NOT USE ANY OF THE DETAILS ABOVE IF ROOF SLOPE IS GREATER THAN 4:12 Z—PURLIN HANGER ASSEMBLY � Z—PURLIN I (NOT BY BLUESCOPE) HALF RI TBLSPITAOVE FOR (NOYBUUECOE) EACH PURLIN HANGER LOAD HANGER LOAD DOUBLE PURLIN HANGERS VERIFY OVERALL PURLIN DESIGN CAN SUPPORT APPLIED LOADS, THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. GENERAL NOTES 1. CONCENTRATED LOADS GREATER THAN 500lbs ON ANY SINGLE PURLIN MUST BE EXPLICITLY LOCATED AND DESIGNED FOR DURING DESIGN OF BUILDING SYSTEM. 2. SPECIFIED COLLATERAL OADS MAY BE CONVERTED TO SAFE CONCENTRATED LOADS AS FOLLOWS, WHERE P = MAX CONCENTRATED LOAD(Ibs�; W = UNIFORM COLLATERAL LOAD (PSF) x PURLIN SPACING (ft) = Ibs/ft; L = PURLIN SPAN (ft). HANGERS SHOULD BE SPACED APPROX. EQUAL IP IP I P r ip i P P MAX= 0.5wl P MAX= 0.4w1 P MAX= 0.25wl r f r F_ P MAX= 0.2wl r 11 iIP IP r P MAX= 0.15w1 6 OR MORE HANGERS PER PURLIN P MAX= W x HANGER SPACING EXAMPLE; A PIPE IS SUSPENDED FROM A PURLIN AT 3 LOCATIONS EQUALLY SPACED BAY SPACING = 24'-0' PURLIN SPACING = 5'-0" SPECIFIED COLLATERAL LOAD = 5 PSF W = 5 PSF x 5 FT = 25 PLF L = 24'-06 PMAX — 0.25 x 25 PLF x 24'-0" — 150 LBS AT EACH LOCATION THE PURLIN CAN SUPPORT 3 LOADS UP TO 150 LBS EACH. PICK A HANGER CONNECTION CAPABLE OF SUPPORTING ACTUAL APPLIED LOADS. 3. FOR LOADS GREATER THAN 250 lbs, PURLINS MUST BE "BLOCKED" AT LOCATION OF LOAD TO PREVENT PURLIN ROTATION. 4. EQUIPMENT LOADS SHOULD BE OBTAINED FROM CERTIFIED EQUIPMENT DRAWINGS AND MANUFACTURER'S DATA. 5. Z—PURLINS WILL DEFLECT UNDER SNOW AND WIND LOADS_ ITEMS THAT MAY BE DAMAGED DUE TO DEFLECTIONS, (EX. GAS LINES), VERIFY THAT PIPES OR SUSPENDED EQUIPMENT ARE COMPATIBLE WITH EXPECTED DEFLECTION RANGES (±1/180). 6. THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) REQUIRES SPRINKLER HANGERS TO BE DESIGNED FOR A MINIMUM LOAD OF FIVE TIMES THE WEIGHT OF THE WATER—FILLED PIPE PLUS 250 POUNDS, THE HANGER ITSELF MUST COI AA I LE TO WI PTH ORT HIISSILNADIINAG� T IS NOT NECESSARY TO DESIGN THE SUPPORTING MEMBER FOR THIS LOAD IN 7. SUSPENDED LOADS WILL NEED TO BE BRACED (TO THE PRIMARY FORCE RESISTING SYSTEM) FOR LATERAL STABILITY DUE TO EARTHQUAKES. B. HANGER DESIGN IS NOT THE RESPONSIBILITY OF B LUESCOPE. 9. TOP FLANGE HANGERS SHOULD BE AVOIDED ON BUILDINGS WITHOUT INSULATION SPACER BLOCKS ON TOP OF THE TOP FLANGE, IF TOP FLANGE HANGERS ARE REQUIRED, PLACE THE HANGERS AT THE ROOF PANEL MAJOR CORRUGATION LOCATION TO AVOID DAMAGING THE ROOF PANEL WITH THE HANGER WHEN THE ROOF PANEL IS LOADED OR WALKED ON. 10. WHEN BEAM C—CLAMPS OR OTHER ROD HANGERS ARE USED ON THE TOP FLANGE, THE ROD SHOULD NOT EXTEND ABOVE THE TOP OF THE CLAMP TO AVOID DAMAGING THE ROOF PANEL WITH THE ROD WHEN THE ROOF PANEL IS LOADED OR WALKED ON. 11. DO NOT HANG ANY TYPE OF CRANE, HOIST. CONVEYOR OR ANY MOVING LOADS FROM THE Z—PURLINS. 12. DO NOT HANG ANY LOAD FROM EBNA SUPPLIED PURLIN BRACES OR BRIDGING. 13. DO NOT WELD ANY PART OF THE Z—PURLIN. 14. HOLES MUST NOT EXCEED 9/16" DIAMETER UNLESS AUTHORIZED BY BONA ENGINEER. DRILL OR REAM HOLES WHEN REQUIRED— DO NOT FLAME CUT THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. e�oFESStpti �0 A, U X cn cr C64705 Z U, _0 1 /28/2016 Of s� I \� OF CA�V`t' VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE I BY I DESCRIPTION NTS 112 712 01 6 SEDSheet 18:18:34 PERMIT SET- For Building Dept. Approval B-081465 yV Modern Building Inc. 15-023777-01 CUSTOMER_.Weiss McNair DATE LOCATION Chico, California BUILDINGS 1/27/2016 DRAWWCHECK PROJECT Weiss McNair VARCO PRUDEN AEG FILENAME: . Weiss McNair Powdercoating Structure I Ly'�I�jof BlueScope Buildings North America, Inc ANTI-RCILL CUP I A R C1 s p 0 a a� N ® ql h 8 0 LIPP c S • DOo(�S� F DJC 1— D00 �i S,, CUP DJC 2 – DOOR��� CUP DJC 4 L _ D� (INSET) CUP DJC 4 R _ EAS PLAT�NENT EAP 1 12 SLOPE r— Z 1/ . Q vv. @ � B 1/4 'Ni 0� EAVECUP SHIM STRUT ESH– 8RME�p FFC_ MRA GC1 8_ S1IIM PLATE a ' � 'N@ q h � �� S/ 1 ::0 45" INSET GIRT CUP TO RAFTER JGC1 9 ��R LEFT / RIGHT GRT / JAMB CUP GC5 IGC91 / GCD VARIABLEIRGCE GCW1 GCZZ CRT �p A VARIABLE OUTSET INSET GIRT CACE POST 11.fi INSET GAGE ENDWALL GRT CLP 0.P GRT CLIP GIRT CUP JAMB ro GIRT CLIP JT/IN 2 11.5 -10 / 11.5 0 0 Q ARABLE OUT5E7 CORNER CLIP GIR VCC_ It o Int cy 4 h� � aq!) �� h @ Q a � s @ ' JAMB UP JTG 3 TO a B�JTG4 gMF>LLCUPER K M A 1 CIRD CUP IN P C 4 P C 5 FLAT HIP FRAME FLAT WIDTH CONNECTION CUP FLAT WIDTH WIDTH 0 ED ED of 4 Ln SIDE VIEW -A- �I m SIDE VIEW 'A' MBI ED SIDE VIEW 'A' 1 b 1 �D A A f LOC BEND CUP �WBBC2 HP FRAME HIP NIECTICN CUP 02H– CON ECTION CUP 06H _ LOC 10 H _ CO THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. ENDFRAME SAVE ATTACHMENTE A P 2 PLATE fl Lo L0 "C>SET OLU NRFlG. CUPTO S GC53 vhR'ABLE LEG &5 GIR SCUP [—GC71 _ � CHA EN aF GC9 EAVE STRUT BRACE STRAP 5 Q t [ESBS1 GIRT FILLER GFA ANGLE JAMB TD COLUMN J C _ MISa PLATE ro c L AN7I-RDLL P C27 PURUN / GRT P G 1 PURUN CUP CUP � O h @ 4 � a JAMB TO JTG 1 qRT CUP &5 - 8.5 e s VARIABLE PURUN PGV_ GIRT CUP QFz0FESslo o A. f�Q- V O cn C647054 2 ul * 1128/2016 CIV OF CA% -\F VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE BY DESCRIPTION NTS 1/27/2016 SEDSheet 18:19:05 PERMIT SET- For Building Dept. Approval B-081765 BUILDER JOB # Modern Building Inc. 15-023777-01 CUSTOMER-.ei55 McNair DATE LOCATION W 1/27/2016 Chico, California BUILDINGS DP-IWNCHECK PROJECT VARCO PRUDE N AEG PILENAME. Weiss McNair Powdercoating Structure 9aLLy`i4rO f BlueScope Buildings North America, Inc 1] E rd Ad � E T—C)" DOOR 5EALANT APPLICATION (TYPICAL) II II II C i DOOR 6' OFF bL C I'] I M E � IIIIIII E 4'-0" DOOR rr+• rrrR T- 7" 71" S -O' WIDE DOORS LOCAIM ON 1* -0" MODULE i DOOR rZ/W/' a i DOOR II II II t DOOR 6' OFF til I 11 11 IBM ,�"- DOUBLE DOOR DOOR kr ULL rArIU4 4-00 MADE DOORS - LOCATED 6" OFF 1'-0" MODULE 4 000R DOOR (FULL PANEL) %UILJL- 1w -4T[) 1OOi, ..1 1 . Li r PIUMULE- = 9.1121111 M NO 92 R.AX 1141► E 11 m.A THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. PANEL TO STRUCTURAL FASTENER ATTACH DRIP CUTTER WITH PANEL TO STRUCTURAL FASTENER 24' O C. LOCATE OFF PANEL MODULE INSIDE CLOSURE (80130) DRIP GUTTER- '-�� PANEL CONDITION S-0- - (BRDG3) RNISHED FLOOR 7-2 1/8" BOTTOM OF PANEL WITH BASE TRIM 8 - 7-2 5/8' BOTTOM OF PANEL WITH NO TRIM BOTTOM 6'-0" - PDGr) BOTTOM OF PANEL NTH 1 112' CONCRETE NOTCH 1 7' 3 5 8• BOTTOM OF PANEL WITH CRIMP BASE * SEE DRIP GUTTER 15-023777-01 CUSTOME eiss McNair PREPARATION DETAIL 1 = I 1/27/2016 � S 4 BUILDINGS I PROJECT Weiss McNair VARCO PRUDEN AEG r O I— I 2 rn z v= I G DOOR 7" ULL PANEL) irnml `-- DOOR FRAME SEALANT APPLICATION (TYPI CAL) 0 III DOOR SUB FRAME IN15 5U8 FRAME RETAINED BETWEEN HEADER SUB FRAME L12-14 X 1 1 4" AND PANEL WALL STRUC�FNR AT BASE THIS LOCATION I E THRESHOLD 4..' - :. '• . 4 e.. n 4 SECTION C -C 2 DOOR WITH 2 v DRIP GUTTER WALL PANEL IS RETAINED LOCATION SECTION D -D VERTICALLY BY FRAME AND SUB FRAME FIELD CUT PANEL BASE 4' H.M. DOOR WDTH 4" ANGLE r S -D', 4'-0' OR 6'-0" — FASTENER 2- FIELD LOCATE SHOWN CONCRETE (BY BUILDER) -------- ---mr 1 /4' 1 /4' BASE TRIM SECTION E- E BASE ANGLE AND BASE TRIM CUTOUT DETAIL SoFESSjG SCRAP �o A • U co at: X z �Ul DRIP GUTTER (BRDGG) * 1/28/2016 DRIP GUTTER PREPARATION �� OFI P,% - FOR 4'-0" WIDE DOCR (ONLY) INDICATES CENTER LINE. INDICATES THE EXTERIOR FACE OF THE STRUCTURALS TO WHICH THE PANELS ATTACH. M INDICATES THE MODULE LINE OR PANEL SIDEL AP. IMPORTANT NOTE: PANEL CUT FOR DRIP GUTTER PANEL CONDITION CUTTING DIMENSION RNISHED FLOOR 7-2 1/8" BOTTOM OF PANEL WITH BASE TRIM 8 - 7-2 5/8' BOTTOM OF PANEL WITH NO TRIM BOTTOM 7-2 5/8 - BOTTOM OF PANEL NTH 1 112' CONCRETE NOTCH 1 7' 3 5 8• BOTTOM OF PANEL WITH CRIMP BASE 1 7' 4 1 PANELING PREPARATION DETAILS INDICATE POSSIBLE LOCATIONS FOR DOORS, BUILDER MUST DETERMINE WHICH DETAIL IS APPROPRIATE BEFORE PROCEEDING WITH PANEL PREPARATION. FIELD WORK NOTES: 1. FIELD CUT DOOR OPENING FROM FULL LENGTH PANELS AND NOTCH FOR DRIP CUTTER. 2. PREPARE DRIP GUTTER. (4'-0' DOORS ONLY) ERECTION SEQUENCE: STEP 1. ATTACH DRIP GUTTER. STEP 2. FIELD WORK PANELS AND INSTALL IN NUMBERED SEQUENCE SHOWN. SEE PANEL PREPARATION DETAILS. ERECTION TIP: WITH INSULATED WAL15, INSTALL PANEL CLOSURES BEFORE NOTES; INSTALLING PANELS 1. FIELD CUT DOOR OPENINGS AS INDICATED, SHADED CORRUGATION STEP 3. APPLY SEALANT (016688) CONTINUOUS AT PANEL TO DRIP CUTTER JOINT. INDICATES SIDELAP. 2. SEE DWG. 8-081380 FOR GIRT CONNECTION AT 6'-0" OR LESS. 1PR KNOCK -DOWN AND PRE ASSY. D001 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE I BY I DESCRIPTION PERMIT SET- For Building Dept. Approval S-081372 BUILDER JOB K Modern Building Inc. 15-023777-01 CUSTOME eiss McNair DATE 1/27/2016 LOCATION Chico, California BUILDINGS DRAWWCHECK PROJECT Weiss McNair VARCO PRUDEN AEG NTS I TBD I VPC VERSION: 2015.2b 1 45 1/27/2016 SEDSheet 18:19:38 FILENAME. Weiss McNair Powdercoating Structure 1a1`'� jot BlueScope Buildings North America, Inc q• ry � !' S-081766 BUILDER JOB # Modern Building Inc. 15-023777-01 """'Weiss McNair DATE LOCATION 1/27/2016 N 1 lll�' 13 � $� • C I � �N�M. LENGTI I � DIM •n• ` m � a TARTS TO BE SHIP (LEFT HAND 29V1B" (~~I t 711 tih "� r • h Chico, California 1" I ( BUILDINGS PROJECT Weiss McNair t Ira" d 1j�ti VARCO PRUDEN DRAwwcl-IEcrc AEG a_- rL a AnAFalt)K Ihtlul JAT- a11SC TRILL FBT GANGrY EAVE TRIM ET f� Ix}FINHH IhlIM �T CAI'TRIM FACADE T F a001� FLAS"ING IN HAVE A55HMHI Y EA [-E F [MAN$AFtl7� 6AVh HJv�Cu� �3�`�� tom+ ANGLE "A" /W/_�y "J Y1' y�j « I L III Q N a vnKlE , �q. VlIRIES 1 1/4' H114-718"7 � � II II 1 r2" CAVE GUTTER FJtiVE IFt161 FET GUTTEITCLGSURE IGGC TRIM "'�" SAVE HET HEAI}FF(TFtRJI FHT: HFAI?FHTFZIM HTS IN.9IUE�LJ'� NEH I F — JAMR TRIM �T — { 31a RQQr PITCI I - * � hI YY r �1 CROSS SCCTION 4 3n3" � i�„ ASSEMBLY MHIAI I:(]htNFF{I;AF+ Imcci MAS{)NF{Y IKIM [—mS MT_ MA50NRYCAVCTRIM MJLS(]NFtYFIAF,HINl9 M� T (}NISIUH(;UHNHF{ FUCT TRIM NIWI-I (;I(J:Al12F PSA ANGLE PCNCf/k,Clll � rKF PNVCLRIQFILLCR 7PRF1 IJIM. X � NOTE. sHOr sCaL � r 5/$� � JOINTS WITH SHAI AN I URETHANE 2 SIV' � ■ DQJI A ANtiLH !��''' t54 L— 4 i�" ° 112 1 1/�' 5 h12. F{DQI. Il�lcl I I �� F (:HAN(iH HI A,�HIN(i � I [RC— [:LQSUIiE I� IRGC K(](]H HHI(9H1 RHC [RKF �F R11101- IS{�H JRRC [SEF SET H/1f(t KIUGE FL(�LL {;FWN{:t I MM FiAKf FA:ii;lA {:al} SOFFIT EAVE FLASH .5!}FFI I HAVH IKIM �F AS �0�1/,9` �' V+4R1�S C64705 X z 21 «ry" �i w �} * vzsrzois sHEFThAFT►U [�� � SRM RIDGE QQVCR sill-I•II IwM �� bi�t7FHll IKIM ISTICTLTVYALI1(Jh!(J(JHFw (ROOF E)(T.j TUF LITETI�IM HI A4HIN[i OFArSSR IN 8 INV, -44 IEG � �MG L EjW IL re Uj L L SRCF -1 civ *TRIM COLOR NOTE* 0 DESIGNATES COLOR SIDE STANDARD TRIMS DRAWN In or= or GROUP NONEER; — NF RJR RRSTRUEASEGATE WMIDI DATE g S- 081766 00 03/05 13 D3/a5/13 THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP, THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE BY DESCRIPTION NTS 1/27/2016 SEDSheet 18:20:06' PERMIT SET- For Building Dept. Approval FILENAME: i of BlueScope Buildings Nort Chico, California BUILDINGS PROJECT Weiss McNair VARCO PRUDEN DRAwwcl-IEcrc AEG h America, Inc Weiss McNair Powdercoating Structure 1�1.� ROOF/WALL STRUCTURAL FASTENER ROOF S11TCH FASTENER PANEL CLOSURES (T-2) #12-14 x 1 1/4". 5/16" HEX HD, SS CAP W/WASHER (T—AB) #17-14 x 1", 5/16" HEX HD, SS CAP W/WASHER MARK 101 = MARK EGYPTIAN WHITE MARK COOL COTTON WHITE NUMBER DESCRIPTION NUMBER COLOR 104 = NUMBER COLOR 105 = 80130 PANEL RIB 3' INSIDE CLOSURE 097584SEE COLOR SUFFIX CHART BELOW HWRELF__ SEE COLOR SUFFIX CHART BELOW 80140 PANEL RIB 3' OUTSIDE CLOSURE 108 = COOL HEMLOCK GREEN 109 = COOL 80360 VEE RIB 3' INSIDE CLOSURE COOL E9ONY 111 = COOL IMPERIAL BLUE 80362 VEE RIB 3' OUTSIDE CLOSURE MISC. STRUCTURAL FASTENERS 80140 RPR 3' INSIDE PANEL CLOSURE 80130 RPR 3' OUTSIDE PANEL CLOSURE ROOF/WALL STRUCTURAL FASTENER MARK NUMBER 80135 80136 SSR FOAM INSIDE CLOSURE SSR HARD RUBBER INSIDE CLOSURE (T-2) #12-14 x 1 1/2", 5/16" HEX HD, SS CAP W/WASHER 55307 (T-3) 1/4-14 x 1 ��1/4". 3/8" HEX HD HWRFC HWR FOAM INSIDE CLOSURE MARK 55309 T-3) 1/4-14 x 2". 3/8" HEX HD HWRHRC HWR HARD RUBBER INSIDE CLOSURE NUMBER COLOR 55310 (T-3) 1/4-14 x 3", 5/16' HEX HD 097585SEE COLOR SUFFIX CHART BELOW 55311 56101 T-3) 1/4-14 x (T-4.5) #12-24 4", 5/16" HEX HD x 1 1/4", 5/1,6" HEX HD 56104 (T-5) #12-24 x 1 1/2". 5/16 HEX HD POP RIVETS 59227 T-5) 1/4-28 x 3", 5/16 HEX HD POP RIVET 1/8 x 3/13" 59228 T-5) 1/4-28 x 4", 5/16" HEX HD MARK 55308 1/4 714 11nE D BAG of SS CAPAP (WASHER54) NUMBER COLOR WALL STRUCTURAL FASTENER 58015 (T-1) x ��/8 , 5/16" HEX HD, SS C, 7/8"r 1 097580.___ SEE COLOR SUFFIX CHART BELOW (T-2) #17/#12-14 x 1 7/8", STAND OFF 5/16" HEX HD, SS CAP W/WASHER MARK NUMBER COLOR 497597SEE COLOR SUFFIX CHART BELOW ROOF/WALL STITCH FASTENER (T-1) 1/4-14 x 7/8", 516" HEX HD, SS CAP W/WASHER MARK NUMBER COLOR 097581 SEE COLOR SUFFIX CHART BELOW ROOF STITCH FASTENER (T-1) 1/4-14 x 1 1/8", 5/164 HEX HD, SS CAP W/WASHER MARK NUMBER COLOR 097582-- SEE COLOR SUFFIX CHART BELOW COLOR SUFFIX CHART SUFFIX COLOR 100 = COOL ARCTIC WHITE 101 = COOL EGYPTIAN WHITE 102 = COOL COTTON WHITE 103 = COOL COLONIAL RED 104 = COOL STRAW GOLD 105 = COOL DARK BRONZE 106 = COOL WEATHERED COPPER 107 = COOL BERMUDA GREEN 108 = COOL HEMLOCK GREEN 109 = COOL LEAF GREEN 110 = COOL E9ONY 111 = COOL IMPERIAL BLUE SUFFIX COLOR 112 = COOL GRANITE GRAY 113 = COOL SIERRA TAN 115 = COOL COLE ALT BLUE 116 = COOL ZINC GRAY 117 = COOL COPPER PENNY 118 = COOL METALLIC SILVER 119 = COOL JADE GREEN 120 = COOL 13RIGHT RED 121 = COOL PARCHMENT 122 = COOL OLD TOWN GRAY UNPNT D = UN PAINTED SPR = SPECIAL REQUEST THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. RIVETS BULB TITE STRUCTURAL BUND RIVET MARK NUMBER DESCRIPTION COLOR 55160 VP200 RIVET RV6604-6—BW OLYMPIC BULD TITE ALUMINUM 55181 VP205 RIVET RV6604-6-4W OLYMPIC BULD TITE COOL ARCTIC WHITE 55185 VP205 RIVET RV6604-6-4W OLYMPIC BULD TITE COOL DARK BRONZE SEALANT MARK NUMBER DESCRIPTION 016688 GRAY SKINNING 016688 GRAY SKINNING 025392 WHITE NON—SKINNING 80507 BRONZE SKINNING 80531 FLEXIBLE FLASHING SILICONE ADHESIVE (GRAY) TAPE MASTIC MARK NUMBER DESCRIPTION 042715 1 /8" X 1 1/2" X 40' ROLL 80345 1/8" X 1" X 28" BOX OF 100 200 LINEAL FEET OF COVERAGE PER BOX 80347 1/8- X 1" X 9" (50) AND 3" (150) BOX 100 LINEAR FEET OF COVERAGE PER BOX 027893 1/8" X 1" X 25' ROLL 025390 3/16" X 1/4" X 40' ROLL HWRELM 1/8- X 1 1/2- X 30' ROLL THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE 1/27/2016 SEDSheet BY DESCRIPTION NTS 18:20:44 A. /trJ� USP 0 �y C64705 x z w * 1/28/2016 �� ca��ti���\�r PERMIT SET- For Building Dept. Approval S-081767 Modern Building Inc. 15-023777-01 CUSTOME Weiss McNair DATE LOCATION Chico, Califomia BUILDINGS ___j/27/2016 DRAWN/CHECK PROJECT Weiss McNair VARCO PRUDEN AEG FILENAME:of BlueScope Buildings North America, Inc Weiss McNair Powdercoating Structure 1s1`.�J`Iq`�. DRAWING INDEX DRAWING TITLE Cover Sheet Notes Anchor Rod Plan DRAWING RELEASE HISTORY PAGES TYPE DATE DESCRIPTION 1 Permit Drawings 1/27/2016 PERMIT SET- For Building Dept. Approval 2-3 4 Primary Structural 5-19 Secondary Structural 20-29 Covering 30-40 Special Drawings 41 Standard Erection Details Planograph Details 142-47 1 o VP BUILDINGS VARCO PRUDEN a division of BlueScope Buildings North America, Inc. NOTES: BUILDING SEPARATION 1) The calculated longitudinal drift (AM) along grid line B due to seismic loading is the elastic displacement (0.78) x deflection amplification factor (3.25) - 2.54 inches. Per Section 12.12.3 of ASCE7-10 adequate separation between existing structures must be provided. The required separation may be larger depending upon the calculated drift for the existing building. 2) The calculated transverse drift (AM) along grid line 13 due to seismic loading is the elastic displacement (1.19) x deflection amplification factor (3.0) = 3.57 inches. Per Section 12.12.3 of ASCE7- 10 adequate separation between existing structures must be provided. The required separation may be larger depending upon the calculated drift for the existing building. 3) This building has not been designed to resist any externally applied loads from the existing building(s) or other adjacent materials not provided by VP Buildings. Therefore, all flashing or other attachments must be designed to tolerate the applicable differential movements in order to avoid accidental load transfers. MATERIALS 3 PLATE WELDED SECTIONS COLD FORMED LIGHT GAGE SHAPES BRACE RODS HOT ROLLED MILL SHAPES HOT ROLLED ANGLES HOLLOW STRUCTURAL SECTION (HSS) CLADDING GENERAL NOTES ASTM DESIGNATION A529, A572, A1011, A1018 A653, A1011 A572, A510 A36, A529, A572, A588, A992 A529, A572, A588, A992 A500 A653, A792 HIGH STRENGTH BOLT TIGHTENING REQUIREMENTS GRADE 55 GRADE 60 GRADE 50 GRADE 36 OR 50 GRADE 50 GRADE B GRADE 50 OR GRADE 80 IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLE REGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MORE INFORMATION. SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINE THE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE -TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION OR CONTACT. ALL A490 BOLTS SHALL BE "PRE -TENSIONED". A325 BOLTS IN PRIMARY FRAMING AND BRACING CONNECTIONS MAY BE " SNUG -TIGHT" EXCEPT AS FOLLOWS; PRE -TENSION A325 BOLTS IF BUILDING SUPPORTS A CRANE GREATER THAN 5 TON CAPACITY. PRE -TENSION A325 BOLTS IF BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT, OR STRESS REVERSALS ON CONNECTIONS. PRE -TENSION A325 BOLTS IF LOCATED IN HIGH SEISMIC AREAS. FOR IBC BASED CODES; HIGH SEISMIC IS DESIGN CATEGORY D, E OR F. SEE CODES AND LOADS SECTION BELOW FOR DETAILS. PRE -TENSION ANY CONNECTION WITH DESIGNATION A325 -SC. SLIP CRITICAL (SC) CONNECTIONS MUST BE FREE OF PAINT, OIL, OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLY RUSTED SURFACES ARE ACCEPTABLE. IN CANADA ALL A325 AND A490 BOLTS SHALL BE "PRE -TENSIONED", EXCEPT FOR SECONDARY MEMBERS AND FLANGE BRACES. SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS "SNUG TIGHTENED" UNLESS INDICATED OTHERWISE IN ERECTION DRAWING DETAILS. THIS WET SIGNATURE APPLIES TO ALL SHEETS AS LISTED ON DRAWING INDEX rn rr C64705� X z I � I CIV qrF OF CALF - BUTTE R. Maddox am approving this Drawing Set COUNTY 1/28/2016 FEB 0 5 2016 DEVELOPMENT EXISTING j WJM - Permit(] -47) - 1/28/16 SERVICES BUILDING / VP Buildings 3200 Players Club Circle Memphis TN 38125 DET 1-27-16 Permit —0 &3 13-7325(2 558) THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND (GSq COVER SHEET Q� '966 THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP APPROVAL OF VP BUILDINGS. V BUILDER JOB # Modem Building Inc. EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED QUASAR '�� 15-023777-01 BY VP CUSTOMER ACCREDITED Weiss McNair DATE THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP Certifies LOCATION 1 /27/2016 IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL AC472 Chico, California gVARCO BUILDINGS DRAWN / CHECK APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT PRUDEN AEG INCLUDING THE CORRECT USE OF TEMPORARY BRACING. Weiss McNair PAGE BUILDERS PO# TBD VPC VERSION: 2015.2b 1 FII rMAkAr a division of BlueScope Buildincs North ARlerlca. Inc. 7/LS/Lulb 7'1:03:44 Weiss McNair Powdercoating Structure 12.29.15 Codes and Loads WHEN MULTIPLE BUILDINGS ARE INVOLVED, SPECIFIC LOAD FACTORS FOR DIFFERING OCCUPANCIES, BUILDING DIMENSIONS, HEIGHTS, FRAMING SYSTEMS, ROOF SLOPES, ETC., MAY RESULT IN DIFFERENT LOAD APPLICATION FACTORS THAN INDICATED BELOW. SEE CALCULATIONS FOR FURTHER DETAILS. WIND LOADS ARE APPLIED TO OVERALL BUILDING ENVELOPE. COMMON WALLS BETWEEN CONNECTED SHAPES ARE NOT SUBJECT TO EXTERNAL WIND LOADS. City: Chico County: Butte State: California Country: United States Building Code Building Code: 2013 CBC Structural: 10AISC - ASD Rainfall: I: 4.00 inches per hour Based on Building Code: 2012 International Building Code Cold Form: 12AISI - ASD f'c: 3000.00 psi Concrete Building Risk/Occupancy Category: II (Standard Occupancy Structure) Dead and Collateral Loads Material Dead Weight Roof Live Load Collateral Gravity:3.00 psf Roof Covering + Second. Dead Load: Varies Roof Live Load: 20.00 psf Reducible Collateral Uplift: 0.00 psf Frame Weight (assumed for seismic):2.50 psf Wind Load Wind Speed: Vult: 110.00 (Vasd: 85.21) mph The 'Envelope Procedure' is Used Wind Exposure: C - Kz: 0.872 Parts Wind Exposure Factor: 0.872 Wind Enclosure: Enclosed Topographic Factor: Kzt: 1.0000 NOT Windborne Debris Region Base Elevation: 0/0/0 Primary Zone Strip Width: 2a: 7/0/0 Parts / Portions Zone Strip Width: a: 3/6/0 Basic Wind Pressure: q: 22.97 psf Snow Load Ground Snow Load: pg: 0.00 psf Flat Roof Snow: pf: 0.00 psf Design Snow (Sloped): ps: 0.00 psf Rain Surcharge: 0.00 Exposure Factor: 1 Fully Exposed - Ce: Snow Importance: Is: 1.000 Thermal Factor: Unheated - Ct: 1.20 Ground / Roof Conversion: 0.70 Unobstructed, Slippery THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. Seismic Load Mapped MICE Acceleration: Ss: 59.70 %g Mapped MCE Acceleration: S1: 26.00 %g Site Class: Stiff soil (D) Seismic Importance: Ie: 1.000 0.90 Design Acceleration Parameter: Design Acceleration Parameter: Seismic Design Category: D Seismic Snow Load: 0.00 psf % Snow Used in Seismic: 0.00 Diaphragm Condition: Flexible Fundamental Period Height Used: Sds: 0.5263 Shc: 0.3259 18/ Transverse Direction Parameters Redundancy Factor: Rho: 1.30 Fundamental Period: Ta: 0.2895 R -Factor: 3.50 Overstrength Factor: Omega: 2.50 Deflection Amplification Factor: Cd Base Shear: V: 0.1504 x W Longitudinal Direction Parameters Redundancy Factor: Rho: 1.30 Fundamental Period: Ta: 0.1787 R -Factor: 3.25 Overstrength Factor: Omega: 2.00 Deflection Amplification Factor: Cd Base Shear: V: 0.1619 x W EXIS, BUIL, 13-7325 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. /�p1=ES5/O i�OP�p A. V X cq X C64705 z W Wu CIV 112812016 oCALFP'k PERMIT SET- For Building Dept. Approval VP Buildings 3200 Players Club Circle Memphis TN 38125 CODES AND LOADS DATE BY DESCRIPTION BUILDER JOB # Modern Building Inc. 15-023777-01 CUSTOME RIVeiss McNair DATE LOCATION 1/27/2016 Chico, Califomia BUILDINGS DRANMiCHECK PROJECT VARCO PRUDEN Weiss McNair AEG BUILDERS PO# A BlueScope Steel Company PAGE NTS TBD VPC VERSION: 2015.2b 2 FILENAME: I of BlueScope Buildings North America, Inc. 1/25/2016 12:03:44 Weiss McNair Powdercoating Structure 181`.�.i� BUILDER/CONTRACTOR RESPONSIBILITIES VP Buildings follows the guidelines as outlined in the AISC and MBMA Codes of Standard Practice. VP Buildings standard product specifications, design, fabrication, quality criteria shall govern all work unless stipulated otherwise in the contract documents. In case of discrepancies between VP Buildings structural plans and plans for other trades, VP Buildings structural plans shall govern. It is the responsibility of the Builder to obtain approvals and permits from all governing agencies and jurisdictions as required. Approval of VP Buildings drawings constitutes the builders acceptance of VP interpretation of the contract purchase order. Unless specific design criteria concerning interface design and details are furnished as part of the contract, VP Buildings design assumptions shall govern. VP engineers are not Project Engineers or Engineer of Record for the overall project. VP engineering supply sealed engineering design data and drawings for VP supplied material as part of the overall project for use by others to obtain permits, approvals, and coordinate with other trades. The builder or A/E firm are responsible for the overall project coordination, including coordination with appropriate inspection and testing agencies. All interface and/or compatibility of any materials not furnished by VP are to be considered and coordinated by the builder or AIE firm. CONSTRUCTION & ERECTION RESPONSIBILITY The Builder is responsible for construction in strict accordance with VP Buildings "FOR CONSTRUCTION" drawings and all applicable product installation guides. VP is not responsible for work done from any other VP drawings that are not marked "FOR CONSTRUCTION", nor any drawings prepared by others. As erected field assemblies of members shall be as specified in MBMA Code of Standard Practice (in Canada - CSA S16), which require L/500 tolerance of installed members. Occasional field work including shimming, cutting, coping, and drilling for final fit -up are considered part of erection. Specified field work and field welding conditions indicated on these drawings shall also be included in the erectors scope of work. See Erection Guide for shimming procedure. For building with top riding bridge cranes see Crane Data drawing for column plumb tolerance. The building erector shall be property licensed and experienced in erecting metal building systems. The Builder is responsible for having knowledge of, and shall comply with, all OSHA requirements and all other governing site safety criteria. The builder is responsible for designing, supplying, locating and installing temporary supports and bracing during erection of the building. VP bracing is designed for code required loads after building completion and shall not be considered as adequate erection bracing. See Erection Guide. EXISTING STRUCTURES VP must be advised of any existing structure that is within 20 ft. of VP's building. Loadings of both buildings may be affected when adjacent buildings are within this distance. VP cannot be responsible for the design or loading of existing buildings. BRACING Tension brace rods work in pairs to balance forces caused by initial tensioning. Care must be taken while tightening brace rods so as not to cause accidental or misalignment of components. All rods must be installed loose and then tightened. Rods should not exhibit excessive sag. For long or heavy rods, or angles it may be necessary to support the rods at mid -bay by suspending them from secondary members. Bracing for seismic or wind loading of objects or equipment that are not a part of the VP structure must be designed by a qualified professional to deliver lateral loads to primary frames and rod bracing struts. Equipment bracing and suspension connections must not impose torsion or minor axis loads, or cause local distortion in any VP components. VP accepts no responsibility for design or installation of bracing systems not furnished by VP. FIELD WELDING All field welding shall be done at the direction of a design professional, and done in accordance with governing requirements (AWS in USA, CWB in Canada) by welders qualified to perform the welding as directed by the applicable welding procedure specification (WPS). A WPS shall be prepared by the contractor for each welding variation specified. The contractor is responsible for any special welding inspection as required by local jurisdiction. Filler metal shall be 70 ksi (480 MPa) tensile strength. For welds in high seismic force resisting system (Seismic Cat D, E or F), minimum Charpy V -Notch toughness shall meet AISC-341 criteria (20 ft -lbs min @ ODeg F). Interpass temperatures shall not exceed 550Deg F (30ODeg C). DELIVERIES It is the responsibility of the builder to have adequate equipment available at the job site to unload trucks in a safe and timely manner. The Builder will be responsible for all retention charges from carriers as a result of job site unloading delays. Claims for damage or shorts MUST be noted on the Bill -of -Lading or delivery receipt and filed against the carrier by the consignee as per VP's Terms of Sales (F.O.B. Plant) under the Uniform Commercial Code. It is critical that damages or shorts be noted on the Bill -of -Lading or you have little recourse with the carrier. Immediately upon delivery of material, material quantities are verified by the Builder against quantities billed on the shipping document. Neither the Manufacturer nor the carrier is responsible for material shortages against quantities billed on the shipping document if such shortages are not noted on the shipping documents upon delivery of material and acknowledged by the carriers agent. For materials concealed in bundles, boxes, or crates, shortages must be reported immediately upon unpacking. Should products get wet, bundled and crated materials must be unpacked and unbundled immediately to provide drainage of trapped moisture. See Erection Guide for proper job site storage procedure. SEALANTS Sealants shall be applied in strict accordance with VP details or weather tightness will be compromised. Sealant must be applied in temperatures and weather conditions consistent with labeling. INDEPENDENT MEZZANINES Independent mezzanines must be designed by a professional engineer. The engineer must ensure that proper isolation from the VP building has been provided to avoid structural damage due to differential movements, or inadvertently apply loads to the VP structure. VP accepts no responsibility for the design of the independent mezzanine. FIRE CODE COMPLIANCE It is the responsibility of the project design professional and builder to comply with local fire code regulations including consideration of, but not limited to, building use and occupancy, all building construction materials, separation requirements, egress requirements, fire protection systems, etc. Builder shall advise VP of any special requirements to be furnished by VP. FIELD MODIFICATIONS Modifications to this building from details and instructions contained on these drawings must be approved in writing by VP Buildings engineers, or other licensed structural engineer. This includes, but is not limited to, removal of roof or wall cladding, removing or moving any flange braces or rod braces, cutting of openings for doors, windows or RTU's, correction of fabrication errors, etc. The owner shall not impose loads to this structure beyond what is specified for this building in the contract documents. VP Buildings accepts no responsibility for the consequences of any unauthorized additions, alterations, or added loads to this structure. If the builder intends to invoice VP Buildings for modifications in excess of $1000, The builder must notify VP Buildings immediately, and obtain a Work Authorization from VP Buildings prior to proceeding. All final claims must be submitted to VP Buildings with all supporting documentation within 30 days of the building completion. Claims submitted without work authorizations, or after 30 days will not be accepted. Correction of minor misfits, shimming and plumbing, moderate amount of reaming, drilling, chipping / cutting and minor welding are considered by Code of Standard Practice to be part of erection are not subject to claim reimbursement. CONCRETEIMASONRY/CONVENTIONAL STUD WALLS The engineer responsible for the design of the wall system is responsible for coordinating with, or specifying to VP Buildings, any wall to steel compatibility issues such as drift and deflection compatibility, special base details, and wall to VP steel connections. All fasteners, sealant and counter flashing of wall systems are to be provided by contractor. The engineer responsible for the wall shall design the anchorage to VP supporting elements consistent with Code required forces. PANELS Oil canning is an inherent characteristic of cold formed steel panels. It is the result of several factors that include induced stresses in the raw material delivered to VP, fabrication methods, installation procedures, and post installation thermal forces. IThru fastened panels will exhibit some dimpling when installed, especially when insulation is installed between panels and secondary supports. Dimpling can be minimized by careful installation, taking care not to over drive fasteners. Roof rumble is a phenomenon that is caused by wind gusts lifting up on the roof panels and then springing back into place. All panels experience this action to some degree, especially with concealed clip Standing Seam panels. Roof rumble noise may be minimized by providing a layer of blanket insulation between the panels and any hard support surface such as steel secondary members, substrates such as plywood, steel decking, or rigid board insulation. A minimum of 3 inch thick blanket is recommended over steel secondary members, or 2 inch over substrates. Oil canning, dimpling, and roof rumble do not affect the structural integrity or weather tightness of the panels and is not grounds for rejection of panels. The Standing Seam joint detail is designed with an interlocking feature for ease of installation. However, it is imperative that installed Standing Seam panels be secured to the secondary structural members and properly seamed prior to departure from the job site each day. THE VP ENGINEER'S SEAL APPLIES ONLY TO DESIGN AND THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE THE WORK PRODUCT OF VP AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. BUILDINGS. IT IS PROVIDED APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED THE VP ENGINEER'S SEAL DOES NOT APPLY TO FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE PERFORMANCE OR DESIGN OF ANY OTHER CUSTOMER_-eiss McNair PRODUCT OR COMPONENT FURNISHED BY VP THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE EXCEPT TO ANY DESIGN OR PERFORMANCE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS REQUIREMENTS SPECIFIED BY VP. DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS 1/27/2016 ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, I INCLUDING THE CORRECT USE OF TEMPORARY BRACING. SKYLIGHTS Local building departments may require added fall restraint due to conditions that may affect the skylight structural integrity. It is the responsibility of the builder to determine and provide any added fall restraint under the skylight as may be required by your building department. RAIN WATER RUNOFF Drainage systems must be designed by the project professional to comply with code requirements. VP is not responsible for drainage designs, overflow scuppers, down piping, etc. The project professional and contractor are responsible to ensure that primary drains and overflow devices such as scuppers and auxiliary drains are provided as required for the required rain intensity at the building perimeter and at valley conditions to prevent ponding. STEEL SHOP COAT The purpose of VP's shop coat is to provide protection for the steel members during transportation, during temporary job site storage and during erection. Standard shop formulation is not designed to perform as a finish coat when exposed to environmental conditions. Members shall be kept free of the ground and properly drained during job site storage. ft is the Builder's responsibility to ensure that if a finish coat is being applied over VP shop coat that the painting contractor verifies compatibility between his finish coat and VP's shop coat. VP BUILDINGS ACCREDITATIONS AND APPROVALS Fabricator Approvals IAS AC472 Approvals: (www.iasonline.org/Metal_Building_Systems/MB.html) Listed under BlueScope Buildings North America, Inc. City of Los Angeles, CA #FB00031; City of Houston, TX 767 & 429; City of Phoenix, AZ C19-02008; Clark County 43 & 833 Design Approvals IAS AC472 Approvals: (www.iasonline.org/Metal_Building_Systems/MB.html) Listed under Varco Pruden Buildings, a Division of BlueScope Buildings North America, Inc. Canadian CSA A660 Certifications (http:/eng.cwbgroup.org/Certif ication/Pages/Certif iedCompanySearch.aspx) Listed under BlueScope Buildings North America, Inc. Engineering Certifications of Authorization USA--AR#576; FL#30427; ID#C-2470; IL#184-002649; KS#E-29; MS#E-0592; MO#E-2010007736; NC#F-0998; OK#CA417OPE; SD#C-1787; TX#F4828; WV#C03059-00; CAN--AB#P08900; NS#30123; ON#100148796; and YT#PP134 ICC Evaluation Reports (www.icc-es.org) SSR Roof System - #ESR -2527 State of Florida Product Approvals (www.floridabuilding.org) Approved Products Listed Under VP Buildings, Inc. VP TextureClad - See Transamerican Structuroc, Inc. Dade Co. Product Approval (www.miamidade.gov/buildingcode) Approved Products Listed Under Varco Pruden Buildings, Inc. VP TextureClad - See Transamerican Structuroc, Inc. Underwriter's Laboratory Approvals (Available only when specified in contract) SSR Roof-UL#TGKX-113; SSR Composite Roof Class 90-UL#TGKX-113A; SSR Roof w/Super Block; Class 90-UL#TGKX-328; Panel Rib Roof UL Class 60-UL#TGKX-60; Panel Rib Roof UL Class 90-UL#TGKX-64; VP SLR II Roof Class 90-UL#TGKX-90, -180, -435, -435A, -176, -238, -238A, -238B Factory Mutual Approved Assemblies (Available only when specified in contract) SSR Roof Systems are approved in various type applications and listed in FM Approval Guide. 24 Ga SSR (0.0227" Nominal), is available in Class 1-60,1-75,1-90. 22Ga SSR (0.0277" Nominal), is available in Class 1-75,1-90-,1-120. SLR II Roof Systems are approved in various type applications and listed in FM Approval Guide. 24 Ga SLR II (0.0227" Nominal), is available in Class 1-75 and 1-120. VP Buildings 3200 Players Club Circle Memphis TN 38125 1/25/2016 DATE I BY I DESCRIPTION NTS 12:03:45 !�OFESS/0,1, A. q� c C64705 X LU r 1/28/2016 s\F Fi CA,t PERMIT SET- For Building Dept. Approval ERECTION NOTES BUILDER JOB p Modern Building Inc. 15-023777-01 CUSTOMER_-eiss McNair DATE 1/27/2016 LOCATION Chico, California BUILDINGS DR,,,, E,, PROJECT VARCOPRUDEN AEG RILENAME.Weiss McNair Powdercoating Structure 'tat`.�`iorwr BlueScope Buildings North America, Inc E E E N WID H 2 1/2" I 12 1/2" 64mm 164mm D1 (4)3/4" Dia. GR36 Anchor Rods Plate W=8" L-1'-1" Dim: A-1'-0" Elev.=100'-0" I NUT HARDENED WASHER 4" t102mm) PROJECTION =w BOTTOM OF COLUMN BASE PLATE ELEV. J m -TOP OF FOUNDATION - CONSIDER m ANY SPACE BETWEEN THE FOUNDATION AND COLUMN BASE IN ANCHOR ROD LENGTH REQUIREMENT THE 4" PROJECTION ABOVE THE BOTTOM OF THE BASE PLATE IS A SUGGESTED MINIMUM TO ENSURE ADEQUATE ANCHOR ROD LENGTH. A DIFFERENT PROJECTION MAY BE REQUIRED BY THE FOUNDATION DESIGNER. THE ANCHOR ROD PROJECTION MAY NEED TO BE CUT OFF IF THERE IS INTERFERENCE WITH OTHER PARTS. SUGGESTED ANCHOR ROD PROJECTION 1/2" (13mm) DIAMETER CONCRETE ANCHORS (BY OTHERS) JAMB o Z w Q E i� E w w � II 1 1/4" OPENING WIDTH L11 32mm 32mm NOTE: 1" (25mm) PROJECTION ABOVE BOTTOM OF JAMB CLIP SEE PLAN FOR JAMB SIZES : J = SIZE JAMB 'EQ.' VALUES: 7 EQ = 2" 51 mm, 8.5 EQ = 2 3/4" 70m m 10 EQ - 3 1/2" 89mm, 11.5 EQ = 4 1/4" 108mm FRAMED OPENING DETAIL 1 2 3 78'-0" �__30'-0 23'-0" 24'-0" T 31'-6" It VARIES BOTTOM OF COLUMN BASE PLATE STD = 1/2" (13mm) FLUSH = 0" (Omm) TYPICAL COLUMN BASE PLATE DETAIL J 1. ANCHOR RODS, NUTS, HARDENED WASHERS AND ANY OTHER EMBEDDED ITEMS ARE TO BE FURNISHED BY CONTRACTOR. 2. ANCHOR ROD DIAMETERS WERE DETERMINED BY ALLOWABLE SHEAR AND TENSION PER AISC SPECIFICATIONS (FY -361<51). (ASTM F1554 GRADE 36) ANCHOR ROD LENGTH, EFFECTS OF EMBEDDED ANCHOR ROD EDGE DIMENSIONS AND METHOD OF TRANSFERRING FORCES FROM ANCHOR RODS TO FOOTINGS ARE TO BE DETERMINED BY OTHERS. 3. UNLESS OTHERWISE SPECIFIED, ANCHOR RODS ARE DESIGNED AND DETAILED AS "CAST -IN-PLACE" ANCHOR RODS WITH "SNUG TIGHT" CONNECTIONS. 4. FOUNDATION MUST BE LEVEL, SQUARE AND SMOOTH. ANCHOR RODS MUST BE ACCURATELY PLACED AS SHOWN ON THIS DRAWNG OR STEEL WILL NOT FIT. THE BUILDER IS RESPONSIBLE FOR ACCURATE SETTING OF ANCHOR RODS PER AISC CODE OF STANDARD PRACTICE, SEC 7.5 VARIATIONS ARE SUMMARIZED BELOW; a. CENTERS OF ANY TWO AR'S WITHIN A COLUMN BASE GROUP; +-1/B" b,CENTERS OF ADJACENT AR GROUPS; +-1/4" C. TOPS OF AR'S; +-1/2" d. ACCUMULATED DIM BETWEEN CENTERS OF AR GROUPS ALONG COLUMN LINE; +-1/4" PER 10OFT., NOT TO EXCEED 1" TOTAL e. DIM FROM CENTER OF ANY AR GROUP FROM COLUMN LINE; +-1/4" 5. DESIGN LOADS AND REACTIONS ARE FURNISHED IN THE REACTIONS REPORT. 7 8 9 10 11 265'-0" 1'-6" 31'-6" 19'-8"29'-4" 29'-4" 29'-4" 91 -4 - BL BL BL e— !D1 D1 D1 �o D1 D1 D1 iDl iDl Dl Dl! D1' D1! Dl! 1 I I O I I I I I I I I 1 I W o EXISTING i BUILDING o13-7325(208558) o LO I I I I I 1 �*D M 1 iDl D1 I I O C I I I I I I I I I I C I � I D1 D1 IDI Dl IDI D1 Dli D1 Dli Dl; o - co 18i_0 --t- I " I I I I10'-0" 19'-0"—X111'-10" 188 50 3 6'-2' J-8.50 6�-21 J=8.50 _ 3 1'-8" 2 2'-6" Dimension Key <*> THE BUILDING IS DESIGNED WITH BRACING DIAGONALS IN THE DESIGNATED BAYS. COLUMN BASE REACTIONS, BASE PLATES AND ANCHOR RODS ARE AFFECTED BY THIS BRACING AND DIAGONALS MAY NOT BE RELOCATED WITHOUT CONSULTING THE BUILDING SUPPLIERS ENGINEER. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. ANCHOR ROD PLAN Finished Floor Elevation =100'-0" (Unless Noted Otherwise) THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE I BY I DESCRIPTION NTS QROFESS/O iQ.O �0 A. M q! U C64705 X z w.i1/� * 1128/2016 CIV �72F OF CAL�FO� PERMIT SET- For Building Dept. Approval ANCHOR ROD PLAN BUILDER Modem Building Inc. CUSTOME eiss McNair LOCATION Chico, California PROJECT Weiss McNair BUILDERS PO# TBD FILENAME_ JOB # 15-023777-01 DATE U fBtt_DINGS S1/27/2016 DRAY MCHECK VARCO PRUDEN -AEG A BlueScope Steel Company PAGE VPC VERSION: 2015.2b 4 adlvLsian_af AlueScwe Buildinas North America. Inc. 1/25/2016 1Z:u3:4b vvelss ivlcrvalr rowuereuauny auucwIe 14.4a. IU Bracing Part Schedule Part Qty Length 04RS3102 2 31'-2" 03RS3803 2 38'-3" 04RS3300 2 33'-0" Detail BR02H1,BR02J1 BR02H1,BR02J1 BR02H1,BR02J1 1 2 3 T 5 6 7 8 9 10 11 12 13 ll 78'-0" 265'-0" I ll JkF30'-0"23'-0"24'-0" LL 31'-6" 31'-6" 31'-6" 31'-6" 19'-8"'--129'-4" 29'-4"29'-4" 29'-4"� I B�rrrLliii'"' BL I 777B777L CX020 CX022 CX022 CX002 CX004 CX006 CX007 CX009 CX011 CX013 CX015 CX016 CX018 a OFTTA L I 0�� I -61 I I I I I I I I I I o I O I o EXISTING o O i i Q� i 0 c BUILDING o a coi Mo con aLn j0 o o ooo N Co 13-7325(208558) x oo . Cj I W C7 W C.1 co CIDW co co pa J4RS32 0 i i t CX019 CX021 CX023 CX001 CX003 CX005 CX005 CX008 CX012 CX014 CX014 CX017 CX010 1 1'-0" 0 Dimension Key 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. PRIMARY AND ROOF BRACING PLAN Shape Name = 35 x 265, Shape = 25 x 78 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. Q�pFESS/ON �p 9-p A. At, q! �O F2 X G? co � C64705 Z w /1' jv000 i d v * vza/2o1s s�gTF OFI CAL\FD PERMIT SET- For Building Dept. Approval VP Buildings PRIMARY AND ROOF BRACING PLAN 3200 Players Club Circle Memphis TN 38125 DATE BY DESCRIPTION BUILDER JOB # Modem Building Inc. 15-023777-01 c""' eiss McNair DATE LOCATION L1/27/2016 Chico, California BUILDINGS DRAM 11ECK PROJECT Weiss McNair APC20 AEG. BUILDERS PO# A BlueScope Steel Company PAGE NTS TBD VPC VERSION: 2015.2b 5 1/25/2016 12:03:47 -- ...- Weiss McNair Powdercoating Structure Frame Member Schedule Part Mem Width Thick WebThk. Depthl Depth2 CX001 1 5.0000 .1875 .1345 1'-0" 1'-3" RBX001 2 5.0000 .1875 .1345 1'-1" 10" A 12 3 5.0000 .1875 .1345 10" 1'-2" CX002 4 6.0000 .2500 .1345 1'-0" 1'-1" 6 0 T, GFB2063 GFB2063 GFB2050 16'-6 3/16" 292# Frame Clearances PartNo Horiz. Clearance between members 1(CX001) and 4(CX002): 31'-3" Vert. Clearance at member l(CX001): 17'-9 9/16" 0097284 Vert. Clearance at member 4(CX002): 15'-1 7/16" 0097284 Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 8 35'-1 7/16^ 1.000:12 A ----------------- X41-9 1/4" 9 0 W) 0 0 N N tq O " 11 -��--5 ' -0 "--+ �1 35'-0" FRAME CROSS SECTION AT FRAME LINES) 4 OBolt Connection & Plate Schedule Approx.Lgth Approx.Weight Id Qty Grade Bolt Bolt Plate Rows Rows Washer 19'-2 3/4" 281# Dia. Length Thick. Out In 31'-5 7/16" 389# A 12 A325 3/4" 2 1/2" 3/8" 3 3 Yes B 10 A325 3/4" 2 1/2" 1/2" 2 3 Yes 16'-6 3/16" 292# Frame Clearances PartNo Horiz. Clearance between members 1(CX001) and 4(CX002): 31'-3" Vert. Clearance at member l(CX001): 17'-9 9/16" 0097284 Vert. Clearance at member 4(CX002): 15'-1 7/16" 0097284 Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 8 35'-1 7/16^ 1.000:12 A ----------------- X41-9 1/4" 9 0 W) 0 0 N N tq O " 11 -��--5 ' -0 "--+ �1 35'-0" FRAME CROSS SECTION AT FRAME LINES) 4 1/25/2016 12:03:49 �., . Weiss McNair Powdercoating Structure 'ltufT $° QRpFESS�C� A. M,1 q! %�,� 12 7 3/16" (�Q O; �2 11 1/161, / `VAP C64705 X 9 4'-5 13/16" Ico 11: z 8 3 3/16" U w 6 1'-1" 5 2 1-6" 1 /28/2016 P �q� 4 2 @ 5'-0" CIV OF cp'0 O 3 31-611 2 4'-0" 1 8 1/2" F-] Dimension Key PERMIT SET- For Building Dept. Approval = Shape Name 35 x 265 Wall 4, Frame 1 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) THE VP ENGINEER'S SEAL APPLIES ONLY TO THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP VP Buildings W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, THE WORK PRODUCT OF VP AND DESIGN AND BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE FRAME CROSS SECTION AT FRAME LINE(S) 4 SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, PERFORMANCE REQUIREMENTS SPECIFIED BY VP. APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED 3200 Players Club Circle Memphis TN 38125 UNLESS NOTED OTHERWISE. THE VP ENGINEER'S SEAL DOES NOT APPLY TO FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. BUILDER JCB# 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME THE PERFORMANCE OR DESIGN OF ANY OTHER REV DATE BY DESCRIPTION Modem Building Inc. 15-023777-01 SIDE OF THE WEB AS THE HILLSIDE WASHER PRODUCT OR COMPONENT FURNISHED BY VP 1117011E �IVeiss McNair 2L THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE DATE EXCEPT TO ANY DESIGN OR PERFORMANCE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS1 gVARC.0PRUDEN /27/2016 LOCATION Chico, California REQUIREMENTS SPECIFIED BY VP. DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS BUILDINGS DRAWN CHECK PROJECT Weiss McNair ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, AEG INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUILDERS PO# A BlueScope Steel Company PAGE NTS TBD VPC VERSION: 2015.2b 6 1/25/2016 12:03:49 �., . Weiss McNair Powdercoating Structure 'ltufT $° Frame Member Schedule BL FRAME CROSS SECTION AT FRAME LINES) 5 B OBolt Connection & Plate Schedule OFESS/Oti Frame Clearances Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Approx.Weight Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo Horiz. Clearance between members 1(CX003) and 4(CX004): 30'-7" CX003 1 5.0000 .1875 .1345 1'-0" 1'-6" 19'-2 3/4" 300# Dia. Length Thick. Out In Vert. Clearance at member l(CX003): 17'-7 5/16" RBX002 2 5.0000 .1875 .1345 1'-3" 11" 30'-9 13/16" 423# A 10 A325 3/4" 2 1/2" 1/2" 3 2 Yes 0097284 Vert. Clearance at member 4(CX004): 14'-8 7/8" 3 5.0000 .1875 .1345 11" 1'-7" THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP VP Buildings B 8 A325 3/4" 2 1/2" 1/2" 2 2 Yes 0097284 Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) CX004 4 6.0000 .2500 .1345 1'-0" 1'-6" 16'-6 5/8" 326# 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME THE PERFORMANCE OR DESIGN OF ANY OTHER Rev DATE BY DESCRIPTION Modern Building Inc. 15-023777-01 SIDE OF THE WEB AS THE HILLSIDE WASHER PRODUCT OR COMPONENT FURNISHED BY VP r. 0 0 (2)GFB2063 GFB2063 -------------- 1.000:12 A 5'-0 4'-9 1/4" M b to N 4 @ 5'-0.. w o w � � 6 o c 0 I ko 1/25/2016 12:03:51 Weiss McNair Powdercoating Structure 12:28.15" 35'-0" BL FRAME CROSS SECTION AT FRAME LINES) 5 B OFESS/Oti 4 A. M ql q 46� V ( X 0 vii rY C64705 Z l w 7 3/16" * 1128/20166 \ ) CA��F��� 3 2'-6"OF " 2 2 @ 5'-0" 1 8 1/2" ❑ Dimension Key PERMIT SET- For Building Dept. Approval = Shape Name 35 x 265 Wall 4, Frame 2 1. USE 1/2 X 1 112 A325 -N BOLT (49080) AND NUT (47120) THE VP ENGINEER'S SEAL APPLIES ONLY TO THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP VP Buildings W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, THE WORK PRODUCT OF VP AND DESIGN AND BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE FRAME CROSS SECTION AT FRAME LINE(S) 5 SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, PERFORMANCE REQUIREMENTS SPECIFIED BY VP. APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED 3200 Players Club Circle Memphis TN 38125 Y p UNLESS NOTED OTHERWISE. THE VP ENGINEER'S SEAL DOES NOT APPLY TO FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. BUILDER JOB# 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME THE PERFORMANCE OR DESIGN OF ANY OTHER Rev DATE BY DESCRIPTION Modern Building Inc. 15-023777-01 SIDE OF THE WEB AS THE HILLSIDE WASHER PRODUCT OR COMPONENT FURNISHED BY VP cus"" �Neiss McNair THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE DATe PERFORMANCE RF EXCEPT TO ANY DESIGN OR PERF GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS 1127/2016 LOCATION REQUIREMENTS SPECIFIED BY DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS Chico, California BUILDINGS DRAWN/CHECK PROJECT Weiss McNair ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, COVARPRUDEN AEG INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUILDERS Pop A BlueScope Steel Company PAGE NTS TBD VPC VERSION: 2015.2b 7 1/25/2016 12:03:51 Weiss McNair Powdercoating Structure 12:28.15" Frame Member Schedule Part Mem Width Thick CX005 1 5.0000 .1875 RBX003 2 5.0000 .1875 Grade Bolt 3 5.0000 .1875 CX006 4 6.0000 .2500 0 0 Q (2)GFB2063 GFB2063 �--5 1 -0 ------------------- f------4 M r-1 kD N O � N V) � 35'-1 7/16" 1.000:12 '-9 1/4„---+ --" T�4'-9 4 @ 5'-0" O 35'-0" FRAME CROSS SECTION AT FRAME LINES) 6 Frame Clearances Horiz. Clearance between members 1(CX005) and 4(CX006): 30'-7" Vert. Clearance at member 1(CX005): 17'-7 5/16" Vert. Clearance at member 4(CX006): 14'-8 7/8" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) Qpr -ESS /Qin �O A . U x G) C64705 rrrr. r k Bolt Connection & Plate Schedule �, 1/28/2016 Q* WebThk. Depthl Depth2 Approx.Lgth Approx.Weight Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo .1345 1'-0" 1'-6" 19'-2 3/4" 297# Dia. Length Thick. Out In .1345 1'-3" 11" 30'-9 13/16" 419# A 10 A325 3/4" 2 1/2" 3/8" 3 2 Yes 0097284 .1345 11" 1'-7" THE WORK PRODUCT OF VP AND DESIGN AND BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE B 8 A325 3/4" 2 1/2" 1/2" 2 2 Yes 0097284 .1345 1'-0" 1'-6" 16'-6 5/8" 326# BUILDER 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME THE PERFORMANCE OR DESIGN OF ANY OTHER �--5 1 -0 ------------------- f------4 M r-1 kD N O � N V) � 35'-1 7/16" 1.000:12 '-9 1/4„---+ --" T�4'-9 4 @ 5'-0" O 35'-0" FRAME CROSS SECTION AT FRAME LINES) 6 Frame Clearances Horiz. Clearance between members 1(CX005) and 4(CX006): 30'-7" Vert. Clearance at member 1(CX005): 17'-7 5/16" Vert. Clearance at member 4(CX006): 14'-8 7/8" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) Qpr -ESS /Qin �O A . U x G) C64705 rrrr. 1/25/2016 12:03:52 "`— Weiss McNair Powdercoating Structure 'P1:29:i5 r k 6 7 3/16" �, 1/28/2016 Q* 4 11-191 ''qT CIV F aL0FO OF C 3 2'-6" 2 2 @ 5'-0" 1 8 1/2" F-] Dimension Key PERMIT SET- For Building Dept. Approval Shape Name = 35 x 265 Wall 4, Frame 3 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) THE VP ENGINEER'S SEAL APPLIES ONLY TO THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP VP Buildings W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, THE WORK PRODUCT OF VP AND DESIGN AND BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE FRAME CROSS SECTION AT FRAME LINE(S) 6 SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, PERFORMANCE REQUIREMENTS SPECIFIED BY VP. APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED 3200 Players Club Circle Memphis TN 38125 UNLESS NOTED OTHERWISE. THE VP ENGINEER'S SEAL DOES NOT APPLY TO FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. BUILDER 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME THE PERFORMANCE OR DESIGN OF ANY OTHER REV DATE BY DESCRIPTION Modern Building Inc. 15-05-0 23777-01 SIDE OF THE WEB AS THE HILLSIDE WASHER PRODUCT OR COMPONENT FURNISHED BY VP CUSTOMER_ _eiss McNair W THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE DATE EXCEPT TO ANY DESIGN OR PERFORMANCE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCATION 1/27/2016 REQUIREMENTS SPECIFIED BY VP. DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS Chico, Califomia BUILDINGS DRANMiCHECK ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT Weiss McNair VARCO PRUDEN AEG INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUILDERS PO# A BlueScope Steel Company rPAGE NTS TBD VPCVERSION:2015.2b 8 1/25/2016 12:03:52 "`— Weiss McNair Powdercoating Structure 'P1:29:i5 Frame Member Schedule s 1/28/2016 Q* T OBolt Connection & Plate Schedule Frame Clearances 3 21-6" Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Approx.Weight Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo Horiz. Clearance between members 1(CX005) and 4(CX007): 30'-7" CX005 1 5.0000 .1875 .1345 1'-0" 1'-6" 19'-2 3/4" 297# Dia. Length Thick. Out In Vert. Clearance at member 1(CX005): 17'-7 5/16" RBX003 2 5.0000 .1875 .1345 1'-3" 11" 30'-9 13/16" 419# A 10 A325 3/4" 2 1/2" 3/8" 3 2 Yes 0097284 Vert. Clearance at member 4(CX007): 14'-8 7/8" 3 5.0000 .1875 .1345 11" 1'-7" GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS B 8 A325 3/4" 2 1/2" 1/2" 2 2 Yes 0097284 Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) CX007 4 6.0000 .2500 .1345 1'-0" 1'-6" 16'-6 5/8" 326# INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUILDERS PC# A BlueScope Steel Company PAGE 0 0 Q (2)GFB2063 GFB2063 -----5'-0" ------ f---35'-1 7/16" 1.000:12 A 4'-9 1/4" M N O C4 4 @ 5'-0" w w o cD i_(61I 35'-0" FRAME CROSS SECTION AT FRAME LINES) 7 e O 1 r- �I�pFESS/0,,, �¢4P �o A v� C64705 X Lu 6 7 3/16" s 1/28/2016 Q* T CIV � if—ivy OF CA'J_X 3 21-6" 2 2 @ 5'-0" 1 8 1/2" ❑ Dimension Key PERMIT SET- For Building Dept. Approval Shape Name = 35 x 265 Wall 4, Frame 4 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) THE VP ENGINEER'S SEAL APPLIES ONLY TO THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP VP Buildings W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, THE WORK PRODUCT OF VP AND DESIGN AND BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE FRAME CROSS SECTION AT FRAME LINE(S) 7 SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, PERFORMANCE REQUIREMENTS SPECIFIED BY VP. APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED 3200 Players Club Circle Memphis TN 38125 UNLESS NOTED OTHERWISE. THE VP ENGINEER'S SEAL DOES NOT APPLY TO FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. BUILDER SOB # 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME THE PERFORMANCE OR DESIGN OF ANY OTHER REV DATE BY DESCRIPTION Modem Building Inc. 15-023777-01 SIDE OF THE WEB AS THE HILLSIDE WASHER. PRODUCT OR COMPONENT FURNISHED BY VP CUSTOMERW Weiss McNair THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE DATE EXCEPT TO ANY DESIGN OR PERFORMANCE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS 1/27/2016 LOCATION Chico, California REQUIREMENTS SPECIFIED BY VP. DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS BUILDINGS DRAMCHECK PROJECT Weiss McNair ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, VARCO PRUDEN AEG. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUILDERS PC# A BlueScope Steel Company PAGE NTS TBD VPCVERSION:2015.2b 9 1/25/2016 12:03:54 Weiss McNair Powdercoating Structure 12:'25:15 --"-- Frame Member Schedule 0 OBolt Connection & Plate Schedule Frame Clearances Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Approx.Weight Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo Horiz. Clearance between members 1(CX008) and 4(CX009): 31'-2" CX008 1 5.0000 .1875 .1345 1'-0" 1'-3" 19'-2 3/4" 276# Dia. Length Thick. Out In Vert. Clearance at member l(CX008): 17'-11 15/16" RBX004 2 5.0000 .1875 .1345 1'-1" 9" 31'-4 1/2" 385# A 6 A325 3/4" 2 1/2" 1/2" 2 1 Yes 0097284 Vert. Clearance at member 4(CX009): 15'-0 9/16" 3 5.0000 .1875 .1345 9" 1'-3" B 10 A325 3/4" 2 1/2" 1/2" 2 3 Yes 0097284 Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) CX009 4 6.0000 .2500 .1345 1'-0" 1'-2" 16'-6 5/16" 301# 4 (2)GFB206: GFB206: GFB205 6 7 3/16" 4 1'-1" 3 2'-6" 2 2 @ 5'-0" 1 8 1/2" ❑ Dimension Key '--5 1 -0 —5'-0 1----4 � o � N U] 'A W W A '-9 1/4" 35'-1 7/16" 1.000:12 4'-9 ------------- 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. 35'-0" FRAME CROSS SECTION AT FRAME LINES) 8 THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. Shape Name = 35 x 265 Wall 4, Frame 5 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE I BY I DESCRIPTION NTS / :Q?,pFESS/0N p p A. M 9� V co a C64705 0yc z Zdrv2e/totsCIV OF CA' 04 PERMIT SET- For Building Dept. Approval FRAME CROSS SECTION AT FRAME LINE(S) 8 Modem Building Inc. CUSTOME eiss McNair LOCATION Chico, California PROJECT Weiss McNair BUILDERS PO# TBD FII FNCl,AF JOB # 15-023777-01 DATE BUILDINGS 1/27/2016 DRAWN/CHECK VARCO PRUDEN AEG A BlueScope Steel Company PAGE VPC VERSION: 2015.2b 10 1/25/2016 12:03:55 Weiss McNair Powaercoatmg btructure 1L.1y.io —_�4 @ 51-0- 0 6 0 N 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. 35'-0" FRAME CROSS SECTION AT FRAME LINES) 8 THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. Shape Name = 35 x 265 Wall 4, Frame 5 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE I BY I DESCRIPTION NTS / :Q?,pFESS/0N p p A. M 9� V co a C64705 0yc z Zdrv2e/totsCIV OF CA' 04 PERMIT SET- For Building Dept. Approval FRAME CROSS SECTION AT FRAME LINE(S) 8 Modem Building Inc. CUSTOME eiss McNair LOCATION Chico, California PROJECT Weiss McNair BUILDERS PO# TBD FII FNCl,AF JOB # 15-023777-01 DATE BUILDINGS 1/27/2016 DRAWN/CHECK VARCO PRUDEN AEG A BlueScope Steel Company PAGE VPC VERSION: 2015.2b 10 1/25/2016 12:03:55 Weiss McNair Powaercoatmg btructure 1L.1y.io 9/Z5/ZUlb IL:U6:0I vveiss mc11611 rUwU--IIIU —1—U— I-- Frame Member Schedule oFESS/O %Qin (>0 A. OBolt Connection & Plate Schedule Frame Clearances Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Approx.Weight Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo Horiz. Clearance between members 1(CX014) and 4(CX016): 30'-10" CX014 1 5.0000 .1875 .1345 1'-0" 1'-5" 19'-2 3/4" 291# Dia. Length Thick. Out In Vert. Clearance at member 1(CX014): 17'-8 7/16" RBX007 2 5.0000 .1875 .1345 1'-2" 10" 31'-0 5/8" 402# A 12 A325 3/4" 2 1/2" 3/8" 3 3 Yes 0097284 Vert. Clearance at member 4(CX016): 14'-10 11/16" 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME 3 5.0000 .1875 .1345 10" 1'-5" SIDE OF THE WEB AS THE HILLSIDE WASHER PRODUCT OR COMPONENT FURNISHED BY VP B 10 A325 3/4" 2 1/2" 1/2" 2 3 Yes 0097284 Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) CX016 4 6.0000 .2500 .1345 1'-0" 1'-4" 16'-6 7/16" 314# DRAWN cF ECK ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT Weiss McNair VARCO PRUDEN AEG c 0 0 Q (2)GFB2081 GFB2063 GFB2063 '--5 `_0 --5'_0 4 � o � N U) w � '_9 1/4 7/16,, ---35�-1 7/16', 1.000:12 T -4'-9" 4 @ 5'-0" In 6 0 35'-0" FRAME CROSS SECTION AT FRAME LINES) 12 1/25/2016 12:04:01 - Weiss McNair Powdercoating Structure 12-.29.15- """" "'- oFESS/O %Qin (>0 A. U cn cr C64705 Z L LU 6 7 3/1611 *s, v2a12ots Q* 4 1' -1" CIV �\ qTF p� �F CALF 3 2'-6" 2 2 @ 5'-0" 1 8 1/2" ❑ Dimension Key PERMIT SET- Fob Building Dept. Approval = Shape Name 35 x 265 Wall 4, Frame 9 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) THE VP ENGINEER'S SEAL APPLIES ONLY TO THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP VP Buildings W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, THE WORK PRODUCT OF VP AND DESIGN AND BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE FRAME CROSS SECTION At FRAME LINE(S) 12 SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, PERFORMANCE REQUIREMENTS SPECIFIED BY VP. APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED 3200 Players Club Circle Memphis TN 38125 UNLESS NOTED OTHERWISE. THE VP ENGINEER'S SEAL DOES NOT APPLY TO FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. BUILDER JOB x 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME THE PERFORMANCE OR DESIGN OF ANY OTHER REV DATE BY DESCRIPTION Modern Building Inc. 15-023777-01 SIDE OF THE WEB AS THE HILLSIDE WASHER PRODUCT OR COMPONENT FURNISHED BY VP CUSTOMERNeiss McNair EBUILDINGS THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE DATEEXCEPT TO ANY DESIGN OR PERFORMANCE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCATION 1,,,,, 16 REQUIREMENTS SPECIFIED BY VP. DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS Chico, California DRAWN cF ECK ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT Weiss McNair VARCO PRUDEN AEG INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUILDERS Pox A BlueScope Steel Company PAGE NTS TBD VPC VERSION: 2015.2b 14 1/25/2016 12:04:01 - Weiss McNair Powdercoating Structure 12-.29.15- """" "'- Frame Member Schedule Part Mem Width Thick CX017 1 5.0000 .1875 RBX008 2 5.0000 .1875 Id Qty 3 5.0000 .1875 CX018 4 5.0000 .3125 GFB2050 GFB2050 0 0 5-0" 4'-9 1/4" 1 7/16" 1.000:12 A 4'-9.. 3 @ 5'-0" o r N M n m o 'tj' r1 35'-0" FRAME CROSS SECTION AT FRAME LINES) 13 Bolt Connection & Plate Schedule Frame Clearances WebThk. Depthl Depth2 Approx.Lgth Approx.Weight Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo Horiz. Clearance between members l(CX017) and 4(CX018): 31'-7" .1345 1'-0" 1'-0" 19'-2 3/4" 261# Dia. Length Thick. Out In Vert. Clearance at member 1(CX017): 18'-4 1/4" .1345 9" 9" 31'-9 3/16" 357# A 4 A325 3/4" 2 1/2" 5/8" 1 1 Yes 0097284 Vert. Clearance at member 4(CX018): 15'-6 5/8" .1345 9" 11" 1 8 1/2" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) .1345 1'-0" 1'-0" 16'-6 1/8" 294# Shape Name = 35 x 265 Wall 4, Frame 10 1. USE 1/2 X 11/2 A325 -N BOLT (49080) AND NUT (47120) THE VP ENGINEER'S SEAL APPLIES ONLY TO THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP VP Buildings 5-0" 4'-9 1/4" 1 7/16" 1.000:12 A 4'-9.. 3 @ 5'-0" o r N M n m o 'tj' r1 35'-0" FRAME CROSS SECTION AT FRAME LINES) 13 1/25/2016 12:04:03 r Ott. Weiss McNair Powdereoating Structure1a2°j�J"i�of BlueScope Buildings North America, Inc. ;,Q�pEESS/pN ql � �O gyp A. 4f 9 7 3/16" �n tr C64705 � X 8 2 @ 2'-6" Z w 6 1'-1" 5 2'- 6" 1/28/2016 k 4 2 @ 5'-0" '9T CIV Ei F OF 3 3' -6" CALXFO 2 4'-0" 1 8 1/2" ❑ Dimension Key PERMIT SET- For BuildingDept. Approval p pp Shape Name = 35 x 265 Wall 4, Frame 10 1. USE 1/2 X 11/2 A325 -N BOLT (49080) AND NUT (47120) THE VP ENGINEER'S SEAL APPLIES ONLY TO THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP VP Buildings W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, THE WORK PRODUCT OF VP AND DESIGN AND BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE FRAME CROSS SECTION AT FRAME LINE(S) 13 SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, PERFORMANCE REQUIREMENTS SPECIFIED BY VP. APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED 3200 Players Club Circle Memphis TN 38125 UNLESS NOTED OTHERWISE. THE VP ENGINEER'S SEAL DOES NOT APPLY TO FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. REV DATE BY DESCRIPTION BUILDER Modem Building Inc. JOBS 15-023777-01 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME THE PERFORMANCE OR DESIGN OF ANY OTHER SIDE OF THE WEB AS THE HILLSIDE WASHER PRODUCT OR COMPONENT FURNISHED BY VP cu"" """'Weiss McNair THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE DATE EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS WV?ARC:0PRIU�2EN 1/27/2016 LOCATION DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS Chico, California INGS DRAWWCHECK PROJECT Weiss McNair ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, AEG INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUILDERS PO# A BlueScope Steel Company PAGE NTS TBD VPC VERSION: 2015.2b 15 1/25/2016 12:04:03 r Ott. Weiss McNair Powdereoating Structure1a2°j�J"i�of BlueScope Buildings North America, Inc. Frame Member Schedule JOB # 15-023777-01 Part Mem Width Thick CX019 1 5.0000 .2500 RBX009 2 5.0000 .1875 Depth2 3 5.0000 .1345 CX020 4 5.0000 .2500 251-1 A rri 4 @ 5'-0" 0 N W n 5 1'-1" 4 7 1/4" 3 4'-5 13/16" 1 8 1/2" ❑ Dimension Key 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER 25'-0" FRAME CROSS SECTION AT FRAME LINES) 1 THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. Shape Name = 25 x 78 Wall 4, Frame 1 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. e -i .- LoFESS/0 Q �0 A' Mq �q! V cn rx C64705 z LU 1 /28/2016 CIV PERMIT SET- For Building Dept. Approval VP Buildings 3200 Players Club Circle Memphis TN 38125 FRAME CROSS SECTION AT FRAME LINE(S) 1 DATE BY DESCRIPTION BUILDER Modern Building Inc. BUILDINGS VARCOPRUDEN JOB # 15-023777-01 """'Weiss McNair OBolt Connection & Plate Schedule PROJECT Weiss McNair BUILDERS PO# NTS TBD Frame Clearances WebThk. Depthl Depth2 Approx.Lgth Approx.Weight Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo Horiz. Clearance between members l(CX019) and 4(CX020): 21'-0" .1345 1'-0" 1'-5" 18'-4 3/4" 311# Dia. Length Thick. Out In Vert. Clearance at member 1(CX019): 17'-2 9/16" .1345 10" 9" 21'-2" 234# A 6 A325 3/4" 2 1/2" 1/2" 1 2 Yes 0097284 Vert. Clearance at member 4(CX020): 15'-3 13/16" .1345 9" 1'-2" B 4 A325 3/4" 2 1/2" 3/8" 1 1 Yes 0097284 Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) .1345 1'-0" 1'-2" 16'-6 5/16" 264# 251-1 A rri 4 @ 5'-0" 0 N W n 5 1'-1" 4 7 1/4" 3 4'-5 13/16" 1 8 1/2" ❑ Dimension Key 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER 25'-0" FRAME CROSS SECTION AT FRAME LINES) 1 THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. Shape Name = 25 x 78 Wall 4, Frame 1 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. e -i .- LoFESS/0 Q �0 A' Mq �q! V cn rx C64705 z LU 1 /28/2016 CIV PERMIT SET- For Building Dept. Approval VP Buildings 3200 Players Club Circle Memphis TN 38125 FRAME CROSS SECTION AT FRAME LINE(S) 1 DATE BY DESCRIPTION BUILDER Modern Building Inc. BUILDINGS VARCOPRUDEN JOB # 15-023777-01 """'Weiss McNair DATE 1 /27/2016 LOCATION Chico, California DRAMCHECK AEG. PROJECT Weiss McNair BUILDERS PO# NTS TBD A BlueScope Steel Company VPC VERSION 2015.2b PAGE 16 1/25/2016 12:04:04 Weiss McNair Powdercoating Structure 1239:75 - - -" Frame Member Schedule Rows Rows PartNo Dia. Length Thick. Out Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Approx.Weight CX021 1 6.0000 .2500 .1345 1'-0" 1'-5" 18'-4 3/4" 348# RBX010 2 5.0000 .1875 .1345 1'-6" 11" 22'-4 1/8" 302# 3 5.0000 .1875 .1345 11" 11" CX022 4 6.0000 .2500 .1345 1'-0" 1'-0" 15'-7 1/8" 262# OBolt Connection & Plate Schedule Id Qty Grade Bolt Bolt Plate Rows Rows PartNo Dia. Length Thick. Out In A 10 A325 3/4" 2 1/2" 3/8" 2 3 0097284 B 8 A325 3/4" 2 1/2" 1/2" 2 2 0097284 51-1 1/16" 1.000:1 601 1-4 ,'^o @ 5'-0,, N o 1:0 N En w 4 5 1'-1" 4 7 1/4" 3 4'-5 13/16" 1 8 1/2" Dimension Key 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. 25'-0" FRAME CROSS SECTION AT FRAME LINES) 2 THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. Shape Name = 25 x 78 Wall 4, Frame 2 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. Frame Clearances Horiz. Clearance between members 1(CX021) and 4(CX022): 21'-2" Vert. Clearance at member 1(CX021): 16'-6 9/16" Vert. Clearance at member 4(CX022): 15'-7 1/8" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) ko VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE I BY I DESCRIPTION NTS /jAA O["GSS� "V �42 q- A• F' U co cY C64705 X 1 /28!2016CIVCIV /I PERMIT SET- For Building Dept. Approval FRAME CROSS SECTION AT FRAME LINE(S) 2 Modem Building Inc. CUSTOME eiss McNair LOCATION Chico, California PROJECT Weiss McNair BUILDERS PO# TBD FILENAME: _ 15-023777-01 DATE BUILDINGS 1 /27/2016 DRAWWCHECK VARCO PRUDEN AEG. A BlueScope Steel Company PAGE VPC VERSION: 2015.2b 17 adxision-of BlueScooe Buildinas North America, Inc. 9/25/ZU1b 1L:V4:Vb VVU155 mcnmr rowut;Icvauuy JIIUI LUIC IL.L0.IV Frame Member Schedule Id Qty Part Mem Width Thick WebThk. Depthl CX023 1 6.0000 .2500 .1345 1'-0" RBX011 2 5.0000 .1875 .1345 1'-3" A325 3/4" 3 5.0000 .1875 .1345 11" CX022 4 6.0000 .2500 .1345 1'-0" N CN 5 1'-1" 4 7 1/4" 3 4'-5 13/16" 1 8 1/2" F7Dimension Key Depth2 Approx.Lgth 1'-3" 18'-4 3/4" 11" 22'-6 3/16" 11" 1'-0" 15'-7 1/8" Approx.Weight 336# 297# 262# OBolt Connection & Plate Schedule Id Qty Grade Bolt Bolt Plate Rows Rows PartNo Dia. Length Thick. Out In A 6 A325 3/4" 2 1/2" 1/2" 1 2 0097284 B 8 A325 3/4" 2 1/2" 1/2" 2 2 0097284 25'-1 11 16" 1.000:12 A 4 @ 5'-0" o U N w 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. 25'-0" FRAME CROSS SECTION AT FRAME LINES) 3 THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. Shape Name = 25 x 78 Wall 4, Frame 3 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. Frame Clearances Horiz. Clearance between members 1(CX023) and 4(CX022): 21'-4" Vert. Clearance at member l(CX023): 16'-11 15/16" Vert. Clearance at member 4(CX022): 15'-7 1/8" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) e o r W QgpFESS/pti �IDA. Mq �� �Z c� 1 c' .C64705 X� Z m 1/28/2016 CIV \fi OF CAt SFO/ PERMIT SET- For Building Dept. Approval VP Buildings 3200 Players Club Circle Memphis TN 38125 FRAME CROSS SECTION AT FRAME LINE(S) 3 DATE BY DESCRIPTION BUILDER JOB# Modem Building Inc. CUSTOME 15-023777-01 `�IVeiss McNair DATE LOCATION if 7/2016 Chico, California BUILDINGS DRAWWCHECK PROJECT VARCO PRUDEN Weiss McNair AEG BUILDERS '0#A BlueScope Steel Company PAGE NTS TBD VPC VERSION: 2015.2b 18 FILENAME:i of Am BlueScope Buildings North erica, Inc. 1/25/2016 12:04:07 Weiss McNair Powdercoating Structure 1S1`.�.i� ROD SLOT BACKING PLATE MAY EXIST HARDWARE INSTALL IN THIS ORDER: HILLSIDE WASHER FLAT WASHER "B" FLAT WASHER "A" HDC NUT BRACE COLUMN / RAFTER HAUNCH ---, ROD SLOT BACKING PLATE MAY EXIST HARDWARE INSTALLED FLAT WASHER "B" FLAT WASHER A' HEX NUT NOTE: FIELD CUT HOLES IN INSET GIRTS AT INTERFERENCE WITH RODS WALL BRACE ROD THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP THE WORK PRODUCT OF VP AND DESIGN AND WASHERS PERFORMANCE REQUIREMENTS SPECIFIED BY VP. ROD DIA, NUT A B HILLSIDE 3/8' 095321 09640B 46040 043657 1/2' 095230 095872 095946 043657 5/8" 095233 095945 095946 043657 3/4' 095235 095946 095948 043658 7/8- 095237 095947 095948 043658 1" 1 095238 09594B 095949 1 043659 1 1/8" 1 095239 095949 095949 1 043659 BRACE COLUMN / RAFTER HAUNCH ---, ROD SLOT BACKING PLATE MAY EXIST HARDWARE INSTALLED FLAT WASHER "B" FLAT WASHER A' HEX NUT NOTE: FIELD CUT HOLES IN INSET GIRTS AT INTERFERENCE WITH RODS WALL BRACE ROD 05/10/10 mv. No 01 ROD BRACING THRU ROD SLOT A--/1°/'° F. BR02H1 COLUMN SHOWN / RAFTER SIMILAR BROM 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER ROD BRACING THRU ROD SLOT SIDEWALL COLUMN SHOWN / RAFTER SIMILAR BRACE ¢ FRAME BRACE ROOF LOCATION LOCATION ROOF I 0 0l o .. — 2' --01— ` rNG� BRACE ) CLP REO'D W/ THICK FLANGES FLANGE BRACE WILL TYPICALLY CONNECT TO THE WEB OF THE FRANE MEMBER. 0 ALTERNATE CONNECTIONS FLANGE BRACE REQUIREMENTS: RULE#1- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. RULE#2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON CROSS SECTION IS NOT ACCOMPANIED BY (2). RULE#3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB WHEN PART MARK IS ACCOMPANIED BY (2). RULE#4- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE CENTER OF THE BUILDING. RULE#5- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME SIDE OF THE FRAME WEB. *4 10' & 11 1/2" PURUNS REQUIRE 3 BOLTS AT EACH END OF PURUN LAP. WM-07/01/09 WV. NO. 00 TYPICAL FLANGE BRACE CONNECTIONS BR06AE CONT. PURLIN LAP SHOWN, CONT. GIRT do SIMPLE PURUN THE VP ENGINEER'S SEAL APPLIES ONLY TO THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP THE WORK PRODUCT OF VP AND DESIGN AND WASHERS PERFORMANCE REQUIREMENTS SPECIFIED BY VP. ROD DIA. NUT A B HILLSIDE 3/8- 095321 096408 46040 043657 142" 095230 095872 095946 043657 5/8- 695233 095945 095946 043657 3/4' 095235 095946 095948 043658 7/8" 095237 095947 095948 043658 1" 1 095238 095948 1 095949 1 043659 1 1/8- 1 095239 095949 1 095949 1 043659 05/10/10 mv. No 01 ROD BRACING THRU ROD SLOT A--/1°/'° F. BR02H1 COLUMN SHOWN / RAFTER SIMILAR BROM 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER ROD BRACING THRU ROD SLOT SIDEWALL COLUMN SHOWN / RAFTER SIMILAR BRACE ¢ FRAME BRACE ROOF LOCATION LOCATION ROOF I 0 0l o .. — 2' --01— ` rNG� BRACE ) CLP REO'D W/ THICK FLANGES FLANGE BRACE WILL TYPICALLY CONNECT TO THE WEB OF THE FRANE MEMBER. 0 ALTERNATE CONNECTIONS FLANGE BRACE REQUIREMENTS: RULE#1- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. RULE#2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON CROSS SECTION IS NOT ACCOMPANIED BY (2). RULE#3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB WHEN PART MARK IS ACCOMPANIED BY (2). RULE#4- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE CENTER OF THE BUILDING. RULE#5- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME SIDE OF THE FRAME WEB. *4 10' & 11 1/2" PURUNS REQUIRE 3 BOLTS AT EACH END OF PURUN LAP. WM-07/01/09 WV. NO. 00 TYPICAL FLANGE BRACE CONNECTIONS BR06AE CONT. PURLIN LAP SHOWN, CONT. GIRT do SIMPLE PURUN THE VP ENGINEER'S SEAL APPLIES ONLY TO THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP THE WORK PRODUCT OF VP AND DESIGN AND BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE PERFORMANCE REQUIREMENTS SPECIFIED BY VP. APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED THE VP ENGINEER'S SEAL DOES NOT APPLY TO FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE PERFORMANCE OR DESIGN OF ANY OTHER E = EIGHTHS C = FIN/COLOR PRODUCT OR COMPONENT FURNISHED BY VP THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE EXCEPT TO ANY DESIGN OR PERFORMANCE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS REQUIREMENTS SPECIFIED BY VP. DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS PANEL/COVERING ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. F = FEET G = GAGE CX*** = COLUMN (PLATE) BASIC ERECTION GUIDE REQUIRED FOR THIS PROJECT: I = INCHES 0 = OPERATION CGX*** = COLUMN (GAGE) E = EIGHTHS C = FIN/COLOR WCX*** = COLUMN (HOTROLL) REFER T0: PANEL/COVERING VARCO PRUDEN BUILDINGS W 1 3 1 1 7 2 6 1 K T D RBX*** =RAFTER (PLATE) BASIC ERECTION GUIDE * F F I I E 0 0 0 C C C BGX*** — RAFTER (GAGE) LENGTH CODE WRX*** = RAFTER (HOTROLL) TRX*4* = TRUSS RAFTER INSULATION 1 B 1 3 0 1 0 3 6 0 3 0 W V ICX*** = INTERIOR COLUMN ** F F F I I I I I I E C C PCX*** — PIPE COLUMN LENGTH WIDTH THK CODE TCX*44 = TUBE COLUMN SECONDARY (STANDARD) 0 B Z 1 9 1 1 4 1 7————— EPX*** = ENDPOST (PLATE) * * * F F I I E G G * * * * * EGX*** = ENDPOST (GAGE) DEPTH LENGTH GAGE ADJUST.CODES SHAPE CBX*** = CANOPY (PLATE) SECONDARY (SPECIAL) CBX*** = PIGGYBACK CANOPY D0108Z1911417——— * ► * DCC*** = 8 1/2" GAGE POST The Field Guide for correctly storing and erecting F F I I E G G COUNTER DEPTH& LENGTH GAGE ADJUST.CODES DOE*** = 10" GAGE POST Varco Pruden Metal Building � S terns SHAPE BOTH ENDS ROD BRACING RS - THREADS 0 3 R S 2 5 1 0 RT = THREADS ONE END - CLEVIS ONE END * * RU = CLEVIS BOTH ENDS DIA LENGTH RP = THREAD BOTH ENDS — NO HILLSIDES BACK COVER: 4001 BASIC ERECTION GUIDE h1W12y/"Inv. Nu.° MARK NUMBER KEY EN50B1 11 COMMON GENERATED MARK NUMBERS VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE I BY I DESCRIPTION NTS ENVO02 BASIC ERECTION GUIDE - STRUCTURAL j : Q4ES/O\ A. M �� U C64705 X z I , * 1/28/2016 ��qTF OF1 CA\-\�0��\t2' PERMIT SET- For Building Dept. Approval PRIMARY BRACING SEDS BUILDER Modem Building Inc. CUSTOME eiss McNair LOCATION Chico, California PROJECT Weiss McNair BUILDERS PO# TBD FII FAIGA�F JOB# 15-023777-01 DATE BUILDINGS 1/27/2 DRAVVNICHECK VARCO PRUDEN AEG A BlueScope Steel Company PAGE VPC VERSION: 2015.2b 19 1/25/2016 SEDSheet 12:04:07 Weiss McNair Powdercoating structure 1z.2tI.10 O Secondary Bracing Schedule Id Qty Mark No Spacing 1 58 PBA0504(Typ.) 5'-0" 2 44 PBA0503 5'-0" 3 14 PBA0409 4'-5 13/16" See SED: 00108HS3205411BOI 0.1130 BR09K5, BR09JG, BR09RY, BR09RZ, BR09K2 EXISTING BUILDING 13-7325(208558 Secondary Part Schedule OPart Mark Key 1 3'-10 1/2" 2 P66 3 RCHB15 1 2 3 4 5 6 78'-0" �301-011 23'-0" 24'-0" 31'-6" 31'-6" 1. 31'-6" BL BL 4 T 9 10 11 12 C 5'-0" 11-6" 191-8" 29'-4" 29'-4" 29'-4" 29'-9" Tf BL 2R1B1 2R1B2 2R1B3 1R1B1 1R1B2 1R1B3 1R1B4 1R1B5 1R1B6 1R1B7 1R1B8 1R1B9 ROOFROOF SECONDARY PLAN Mark Part Thick. Depth Lap VP Buildings g Detail W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. E10 00308HS3011414BOl 0.0790 8 1/2" PERFORMANCE REQUIREMENTS SPECIFIED BY VP. APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED BR09W2,BRO9Y2 E20 00108HS3205411BOI 0.1130 8 1/2" JOB# BR09W2,BR09Y2 THE PERFORMANCE OR DESIGN OF ANY OTHER E22 08H3105411DDB01 0.1130 8 1/2" THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE BR09W2,BR09Y2 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. E24 08H1907414DDB01 0.0790 8 1/2" GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCATION RS12PE,BR09W2,BR09Y2 1 /27/2016 E25 08E1907414DDB01 0.0790 8 1/2" Chico, California RS12PE E26 08H2903411DDB01 0.1130 8 1/2" AEG BR09W2,BR09Y2 INCLUDING THE CORRECT USE OF TEMPORARY BRACING. E27 00208HS3003411BOl 0.1130 8 1/2" BR09W2,BRO9Y2 TBD E29 00108ES3205411BOl 0.1130 8 1/2" FILENAME: _ ,Adry!QAof RS12PH,RS12PA America, Inc. E30 OBE3105411DDBOl 0.1130 8 1/2" RS12PE,RSI2PA E31 08E2903411DDB01 0.1130 8 1/2" RS12PA E37 00508HS2211417BOl 0.0600 8 1/2" BR09W2,BR09Y2 E40 .08E2211411DDB01 0.1130 8 1/2" RS12PA E45 00308ES3011411BOl 0.1130 8 1/2" RS12PH,RS12PA E59 00208ES3003411BOl 0.1130 8 1/2" RS12PH,RS12PA E65 00408ES2505411BOl 0.1130 8 1/2" RS12PA E67 00408HS2507414BOl 0.0790 8 1/2" BR09W2,BR09Y2 J17 01408JS0506017 0.0600 8 1/2" P5 08Z370341655BO 0.0680 8 1/2" 3'-10 1/2" RS01T1 P10 - 08Z370341555BO - - 0.0730 8 1/2" 3'-10 1/2" RSOlT1 P11 08Z370341455BO 0.0790 8 1/2" 3'-10 1/2" RSO1T1 P12 08Z3403415A5BO 0.0730 8 1/2" 3'-10 1/2" RS02T1,RSO1T1 P13 08Z3403414A5BO 0.0790 8 1/2" 3'-10 1/2" RS02T1,RSO1T1 P14 08Z3411412A5BO 0.0980 8 1/2" 3'-10 1/2" RS02T1,RSO1T1 P19 08Z281191344B0 0.0880 8 1/2" 2'-10 1/2" RS01T ;,-9- OFESS6 P20 08Z2905414B5BO 0.0790 8 1/2" 3'-10 1/2" RSO1T1 ti P30 08Z390541555BO 0.0730 8 1/2" 3'-10 1/2" RS01T1 P31 08Z220741722BO 0.0600 8 1/2" 1'-4 1/2" RS01T1 C) C64705 O G) P33 OBZ390541355BO 0.0880 8 1/2" 3'-10 1/2" RSO1T1 X Z P34 OBZ390541655BO 0.0680 8 1/2" 3'-10 1/2" RSO1T1 w P36 08Z370341755BO 0.0600 8 1/2" 3'-10 1/2" RSO1T1 P66 00708ZS031001700 0.0600 8 1/2" RS02T1 * 1/28/2016 tpl\�t qT�c CIV P81 08Z3605413A5BO 0.0880 8 1/2" 3'-10 1/2" RS02T1,RS01T1 Qom\ , P95 00508ZS3805413BO 0.0880 8 1/2" 3'-10 1/2" RS02T1,RS01T1 1 11-019 PERMIT SET- For Building Dept. Approval Dimension Key Shape Name = 35 x 265, Shape = 25 x 78 1. UNLESS NOTED, USE 112 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) THE VP ENGINEER'S SEAL APPLIES ONLY TO THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP VP Buildings g W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. THE WORK PRODUCT OF VP AND DESIGN AND BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE ROOF SECONDARY PLAN 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE PERFORMANCE REQUIREMENTS SPECIFIED BY VP. APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED 3200 Players Club Circle Memphis TN 38125 STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION THE VP ENGINEER'S SEAL DOES NOT APPLY TO FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. Rev DATE BY DESCRIPTION BUILDER Modern Building Inc. JOB# OF WALL AND ROOF SHEETS. THE PERFORMANCE OR DESIGN OF ANY OTHER 15-023777-01 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE DATE 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. PRODUCT OR COMPONENT FURNISHED BY VP cus.DME Weiss McNair EXCEPT TO ANY DESIGN OR PERFORMANCE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCATION ABUILDINLGS 1 /27/2016 DRAWWCHECK REQUIREMENTS SPECIFIED BY VP. DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS Chico, California ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT Weiss McNair RUDEN AEG INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUILDERS PO# ABlueScope Steel Company PAGE NTS TBD VPC VERSION: 2015.2b 2O FILENAME: _ ,Adry!QAof BlueScope Buildings North America, Inc. BRACE ¢ FRAME BRACE ROOF LOCATION I LOCATION I SECONDARY 0- -o l 0 0� �- 0 0 - - - - - - - - - - A --01- �— FLANGE BRACE CLP REq'D W/ (GFB—) OR (HFH—) THICK FLANGES FLANGE BRACE WILL TYPICALLY CONNECT TO THE WEB OF THE FRAME MEMBER. 0 ALTERNATE CONNECTIONS FLANGE BRACE REQUIREMENTS: RULE#1- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. RULE12- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON CROSS SECTION IS NOT ACCOMPANIED BY (2). RULE#3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB WHEN PART MARK IS ACCOMPANIED BY (2). RULE#4- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE CENTER OF THE BUILDING. RULE#5- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME SIDE OF THE FRAME WEB. 44 10' & 11 1/2" PURUNS REQUIRE 3 BOLTS AT EACH END OF PURUN LAP. EV. °A"°'/01/0REV.TYPICAL FLANGE BRACE CONNECTIONS "° °° BR06AE CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURUN INT. FRAME INT. FRAME INTERIOR BAY (1) PURLIN BRACE 0 ] O 0 CHANNEL (2) PURLIN BRACE o ] 0 CHANNELS (4) PURUN BRACE ] ] ] CHANNELS I°' I TYPICAL �= ►{ CLUSTER STANDARD NOTES: - PURUNS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES. THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: 0 - DO NOT INSTALL PURUN BRACES AT THIS CLUSTER LOCATION. ] - INSTALL PURUN BRACES AT THI5 CLUSTER LOCATION, SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS. - INSTALL PURLIN BRACES AT THE RIDGE AND WORK TOWARD THE EAVE. - CHANNEL BRACE MAY BE LOCATED IN EITHER SET OF SLOTS IN CLUSTEI PROVIDED THEY ARE ALIGNED FROM EAVE TO EAVE IN A GIVEN BAY. REV. 114TE:07/01/09 REV. NO. 00 PURLIN BRACE CLUSTER LOCATION BR09RZ INTERIOR BAY CHANNEL LOCATION ERECTION DRAWING PART MARK C P R 1W1B3 -TV BAY NUMBER CANOPY (C)/PARTITION(P)/ ROOF(R)/WALL(W) NUMBER BUILDING SHAPE THE BAY/BUNDLE CODE IDENTIFIES THE BUILDING CANOPY/PARTITION/ ROOF/WALL PLANE AND BAY ERECTION NOTE: WHEN A CHANNEL BRACE DOES NOT LINE UP WITH ANOTHER CHANNEL BRACE OR THE SLOTS IN THE PURUN WEB FOR A DROP PIN CONNECTION BEND THE CHANNEL TABS TOWARD THE PURLIN WEB AND USE A SELF -DRILLER (55307) TO ATTACH. (2) 1/4-14 x 1 1/4" STRUCT. SCREWS (55307) ANN ACE 'B-) (2) 1/4-14 x 1 1/4" STRUCT. SCREWS f- \ ANNEL ACE 'B-) -�PURUN---- USE WHEN CHANNEL BRACE USE WHEN CHANNEL BRACE DOES LINE UP WITH THE DOES NOT LINE UP WITH SLOTS IN THE PURLIN WEB. THE SLOTS IN THE PURLIN WEB. I. DATE0101 1 IREV. Na 01 CHANNEL BRACE ENDING AT PURLIN WEB BRO9JG I SELF -DRILLER WITH BENT TABS DETAIL USED FOR INTERIOR BAY AND AT FRAME LINE **FIELD DRILLHIGH EAVE STRUT •EAVE PURLIN HOLE (IF"REIQUIRED) A. q BRACE (PBA-) FOR SCRU-BOLT CONNECTION BOTTOM OF►: ROOF SHEET P Cr OR 8 1 �2 * PURUN 1112 � E11/26'12 REV'No, 9 HIGH EAVE PURLIN BRACE BR09W2 11 ALL WALL PANEL TYPE EN51B3YNu� SECONDARYALL SECONDARY DEEPTHSON KEY I�. �'EN53F1 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. PURLIN AND GIRT SIZES 8 1/2" 216mm THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. USE (1) 11/32" X 1 1/4' USE (1) 11/32" X 1 1/4' —� HEX NUTS T-45 GRAY SCRUBOLT 097352) 47120) LOCATE T-45 GRAY SCRUBOLT 097352) �1) NUT ON EACH SCRUBOLT NUT (097267 SIDE OF PURUN HEAD OF SCRUBOLT TO USE (2) 1/2" BE ON OUTSIDE OF GALV. HEX NUTS EAVE STRUT LOCATE ® �47120) 1) NUT ON EACH *NOTE: SEE ROOF FRAMING PLAN FOR SIDE OF PURLIN PBA- LOCATION AND QUANTITY. LOCATE PBA- IN UPPER POSITION FOR TAB ATTACHMENT WHEN ONLY (1)PBA IS REQUIRED. E11/26'12 REV'No, 9 HIGH EAVE PURLIN BRACE BR09W2 11 ALL WALL PANEL TYPE EN51B3YNu� SECONDARYALL SECONDARY DEEPTHSON KEY I�. �'EN53F1 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. PURLIN AND GIRT SIZES 8 1/2" 216mm THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. USE (1) 11/32" X 1 1/4' USE (2) 1/2" HEX NUTS T-45 GRAY SCRUBOLT 097352) 47120) LOCATE SCRUBOLT NUT (097267) �1) NUT ON EACH HEAD OF SCRUBOLT TO SIDE OF PURUN BE ON OUTSIDE OF USE TOP HOLE OF EAVE STRUT ANTI -ROLL CLIP EAVE PURUN IF PRESENT. ® PURLIN BRACE ASSY. EAVE STRUT VIEW (PBA_) FOR TAB ATTACHMENT (2) PURLIN BRACE EAVE PURUN BRACE EAVE STRUT (PBA-) AT 8 1/2% 10 BRACE STRAP 11 1/2" PURLINS. (ESBS1) AT 8 1/2' (NOT REQ. AT 7" PURUN 10" 11 1/2" EAVE STRUT TO 7" EAVE STRUT) (JCP051050) AT 7" EAVE STRUT 1 II AVE STRUT REV. DAM•01/07/13 REV. NO.04 EAVE BRACE STRAP AND EAVE PURLIN BRACE BR09K2 I LOCATED AT EAVE - CENTERLINE OF FRAME DETAIL USED FOR INTERIOR BAY AND AT FRAME LINE FIELD BEND 1 1/2" SHORTER PBA- TAB (1) PANEL CLIP HIGH EAVE STRUT AS SHOW FOR FASTENER OEAVE PURLIN CONNECTION TO X12• BRACE (PBA-) TOP OF STRUT 1 BOTTOM OF FIELD DRILL (1) ROOF SHEETFORDIA. HOLE SCRU-BOLT CONNECTION CHANNELS (IF REQUIRED) FACE OF INCHES! LENGTH EAVE STRUT INCHESI LENGTH USE (1) 11/32" X 1 1/4" T-45 GRAY SCRUBOLT (097352) SCRUBOLT NUT (097267) USE (2) 1 /2" HEAD OF SCRUBOLT TO GALV. HEX NUTS (47120) LOCATE BE ON OUTSIDE OF EAVE STRUT (1)NUT ON H *NOTE: SEE ROOF FRAMING PLAN FOR PURUN SIDE OFPBA- LOCATION AND QUANTITY, - PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES. LOCATE PBA- IN UPPER POSITION WHEN ONLY (1)PBA IS REQUIRED. REV. DAM -02/05^' REV. NO °' SSR/HWR/SLR HIGH EAVE STRUT BR09Y2 ALL WALL PANEL TYPE PG1 CUP ] - INSTALL PURUN BRACES AT THIS CLUSTER LOCATION. EAVE PURLIN SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS. 4 t� - INSTALL PURLIN BRACES AT THE RIDGE AND WORK TOWARD THE EAVE. 1 - CHANNEL BRACE MAY BE LOCATED IN EITHER SET OF SLOTS IN CLUSTEI VARIES WELDED CUP CONNECTION�A�E BOLTED CUP CONNECTION ALT. CONNECTION f ALT. CONNECTION STRUT BRACE o VARIES BR09RY END BAY CHANNEL LOCATION t t /ar SHAPE GAGE DEPTH SHAPE CUPS MAY BE REQUIRED FOR 07 = 7" PURUN TO FRAME CONNECTIONS. 11 = 0.113 REFER TO INDIVIDUAL FRAME ZS = ZEE CROSS SECTIONS FOR BOLTED 08 = 8 1/2" CUP PART NUMBERS AND THEIR 12 = 0.098 LOCATIONS. CS =CEE 12 = 0.098 7- & 8 1/2" PURUNS REV. DA7E:06/17/15 IRrv. NO. D2 PURLIN CONNECTION AT INTERIOR FRAME CONTINUOUS PURLINS RS01 T1 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. AT EAVE STRUT BEND PBA TABS END FRAME INT. FRAM AND USE (2)11/32" X 1 1/4" T-45 GRAY BUILDER SCRUBOLT (097352) AND SCRUBOLT NUT (097267) END BAY (HEAD OF SCRUBOLT TO BE ON OUTSIDE OF EAVE STRUT) IT ADJUST. CODES (1) PURLIN BRACE EAVE PURUN SEE FACE OF CHANNEL 0 ] 0 0 BRACE ASSY. EAVE STRUT VIEW (PBA_) FOR TAB ATTACHMENT (2) PURLIN BRACE VARCOPRUDEN AEG. GAGE CHANNELS ] ] O 0 GAGE (3) PURLIN BRACE CHANNELS ] ] 1 0 EIGHTS 4 PURUN BRACE CHANNELS ] ] ] FACE OF INCHES! LENGTH EAVE STRUT INCHESI LENGTH 3" TYPICAL FFETI (millimeters) CLUSTER STANDARD NOTES: - PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES. THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: USE (2) 1/2" GALV. HEX EAVE STRUT 0 - DO NOT INSTALL PURUN BRACES AT THIS CLUSTER LOCATION. NUTS (47120) LOCATE (1) NUT EACH SIDE OF PURLIIN ] - INSTALL PURUN BRACES AT THIS CLUSTER LOCATION. EAVE PURLIN SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS. BRACE ASSY. PURLIN (PBA-)(TYP.) - INSTALL PURLIN BRACES AT THE RIDGE AND WORK TOWARD THE EAVE. NOTE: SEE ERECTION DRAWINGS - CHANNEL BRACE MAY BE LOCATED IN EITHER SET OF SLOTS IN CLUSTEI FOR LOCATION FOR LOW OR HIGH EAVE LOCATIONS, PROVIDED THEY ARE ALIGNED FROM EAVE TO EAVE IN A GIVEN BAY. ILV. DATEM/26/12 IWV.EAVE I STRUT BRACE M. DATE: 07/01/09 I REV, W.00 PURLIN BRACE CLUSTER LOCATION BRO9K5 BR09RY END BAY CHANNEL LOCATION V. Q47E U7101M REV' "°'°° SECONDARY PART MARK NUMBER EN51B1 COMMON GENERATED MARK NUMBERS P01 CLIP WELDED CLIP CONNECTION ALT. CONNECTION ENDBAY ROOF PURLIN iEV. DATE:06/17/15 IRI RS02T1 BOLTED CLIP CONNECTION ALT. CONNECTION _ellZI, PURLIN CONNECTION TO END FRAME CONTINUOUS PURLINS VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE By DESCRIPTION NTS 1/25/2016 SEDSheet 12:04:10 `071D1/08 RE". NO. 00 SPECIAL SECONDARY PART MARK KEY EN51 B2 I COMMON GENERATED MARK NUMBERS /gpEESSlo 4P PCO A. C� co Of C64705 X LU * 1/28/2016 TF OF CAl1FOEl PERMIT SET- For Building Dept. Approval ROOF SECONDARY SED'S BUILDER JOB # Modern Building Inc. IT ADJUST. CODES CUSTCME eiss McNair ADJUST. CODES 1/27/2016 LOCATION Chico, California BUILDINGS DRAY MCHECK PROJECT Weiss McNair VARCOPRUDEN AEG. GAGE GAGE EIGHTHS EIGHTS INCHES! LENGTH INCHESI LENGTH millimeters FFETI (millimeters) SHAPE SHAPE DEPTH DEPTH COUNTER DEPTH SHAPE GAGE DEPTH SHAPE GAGE 07 = 7" Z = ZEE 11 = 0.113 07 = 7• ZS = ZEE 11 = 0.113 08 = 8 1/2" C = CEE E = LOW EAVE STRUT 12 = 0.098 D8 = 8 1 /2" CS =CEE 12 = 0.098 lo = 10" H - HIGH EAVE STRUT 13 = 0.088 10 = 10" ES = LOW EAVE STRUT 13 - 0.088 11 = 11 1/2" 14 = 0.079HS 11 - 11 1/2" - HIGH EAVE STRUT 14 = 0.079 15 = 0.073 BB = BACK TO BACK CEE 16 = 0.068 FB = FACE TO BACK CEE 15 = 0.073 17 - 0.060 FF = FACE TO FACE CEE 16 - 0.068 17 = 0.060 V. Q47E U7101M REV' "°'°° SECONDARY PART MARK NUMBER EN51B1 COMMON GENERATED MARK NUMBERS P01 CLIP WELDED CLIP CONNECTION ALT. CONNECTION ENDBAY ROOF PURLIN iEV. DATE:06/17/15 IRI RS02T1 BOLTED CLIP CONNECTION ALT. CONNECTION _ellZI, PURLIN CONNECTION TO END FRAME CONTINUOUS PURLINS VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE By DESCRIPTION NTS 1/25/2016 SEDSheet 12:04:10 `071D1/08 RE". NO. 00 SPECIAL SECONDARY PART MARK KEY EN51 B2 I COMMON GENERATED MARK NUMBERS /gpEESSlo 4P PCO A. C� co Of C64705 X LU * 1/28/2016 TF OF CAl1FOEl PERMIT SET- For Building Dept. Approval ROOF SECONDARY SED'S BUILDER JOB # Modern Building Inc. 15-023777-01 CUSTCME eiss McNair DATE 1/27/2016 LOCATION Chico, California BUILDINGS DRAY MCHECK PROJECT Weiss McNair VARCOPRUDEN AEG. FILENAME: Weiss McNair Powdercoating StructureI f BlueScope Buildings North America, Inc 'la2`.1y�.i�° EAVE STRUM EAVE STRUT BRACE STRAP - (ESBS1) AT 8 1/2-, 10", 11 1/2" PURLINS. USE (JCP051050) AT 7" PURLINS. SHIM PLATE - (SEE CHART) (2)1/2"X2" A325 BOLT (097280)— SHIM PLATE ROOF PITCH RANGE PART NUMBER .25 TO 1.99 N A 2.0 TO 2.49 ESH1 2.5 TO 3.49 ESH2 3.5 TO 4.00 ESH3 RS12PA (4) 1/2" A307 THIN HEAD BOLT (096636) do NUT (095032) r--EAVE STRUT FRAME OR SOLDIER COLUMN EAVE STRUT - BRACE STRAP (ESBS1) SHIM PLATE -' (SEE CHART) PLATE- (EAP1) SIDEWALL OR SOLDIER COLUMN SHIM PLATE ROOF PITCH RANGE PART NUMBER .25 TO 1.99 N/A 20 TO 2.49 N/A 25 TO 3.49 ESH1 3.5 TO 4.00 ESH2 EAVE STRUT/ (4) 1/2" A307 THIN / HEAD BOLT (096636) do NUT (095032) II/ BOLT EAVE STRUT AND EAPi PLATE TO FRAME W/ (8) 1/2' X 2- A325 BOLT (097280) LOW SAVE STRUT SHOWN - HIGH EAVE STRUT USES SIMILAR PARTS. EAVE STRUT CONNECTION REV. BATE:03M/15 REV. W. 04 EAVE STRUT W/ ATTACHMENT PLATE AT INTERIOR FRAME RS12PE INTERIOR FRAME ROOF BEAM EAVE STRU OC '1'-0' AT 7" k 8 1/2' OUTSET 1'-3' AT 10- & 11 1/2" OUTSET LOW EAVE STRUT SHOWN - HIGH EAW STRUT SIMILAR IAM03/26/15 IKV. N0. 01 EAVE STRUT CONNECTION RS12PH AT END FRAME '_ATE PART NUMBER N/A ESH1 ESH2 ESH3 ROOF BEAM 097280) 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) THE VP ENGINEER'S SEAL APPLIES ONLY TO THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. THE WORK PRODUCT OF VP AND DESIGN AND BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE PERFORMANCE REQUIREMENTS SPECIFIED BY VP. APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION THE VP ENGINEER'S SEAL DOES NOT APPLY TO FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. OF WALL AND ROOF SHEETS. THE PERFORMANCE OR DESIGN OF ANY OTHER PROJECT Weiss McNair 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. PRODUCT OR COMPONENT FURNISHED BY VP THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE PAGE 22 EXCEPT TO ANY DESIGN OR PERFORMANCE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS REQUIREMENTS SPECIFIED BY VP. DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. I? OFESS/GZ U x co Iz C64705 z Lu if * 1/28/2016 oCI CAS \F���\C' 1/25/2016 SEDSheet 12:04:11 Weiss McNair Powdercoating Structure 7z:z9.ib PERMIT SET- For Building Dept. Approval VP Buildings 3200 Players Club Circle Memphis TN 38125 ROOF SECONDARY SED'S DATE BY DESCRIPTION BUILDER Modem Building Inc. BUILDINGS 4VARFCO PRUDEN JOB # 15-023777-01 CUSTOME F�Weiss McNair DATE 1/27/2016 LOCATION Chico, California DRAWN/CHECK AEG PROJECT Weiss McNair NTS BUILDERS PO# TBD A SlueScope Steel Company WC VERSION: 2015.2b PAGE 22 1/25/2016 SEDSheet 12:04:11 Weiss McNair Powdercoating Structure 7z:z9.ib Secondary Part Schedule THE VP ENGINEER'S SEAL APPLIES ONLY TO W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. THE WORK PRODUCT OF VP AND DESIGN AND 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE Mark Part Thick. Depth Detail 5 1101 G2 08Z0705417GQ00 0.0600 8 1/2" WS12A2,WS12H5,WS20F2 4 GFA FA106 G144 08ZO802417DG00 0.0600 8 1/2" WS12A2,WS12H5,WS20F2 3 H15 00108JS1800017 0.0600 8 1/2" WS20F9 2 VCC07003090 J94 00208JS1606314 0.0790 8 1/2" WS20F9,WS2OF2,WS2OB5,WS2OB8 1 JTG1 J95 00308JS1801013 0.0880 8 1/2" WS20F9,WS2OF2,WS2OB5,WS2OB8 Part Mark Key C 0 Q 8'-6" 18'-0" 8'-6" 35'-0" BL SECONDARY ELEVATION AT 4 4 2" 3 4'-7" 2 3'-6" 1 4'-0" ❑ Dimension Key 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) THE VP ENGINEER'S SEAL APPLIES ONLY TO W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. THE WORK PRODUCT OF VP AND DESIGN AND 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE PERFORMANCE REQUIREMENTS SPECIFIED BY VP STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION THE VP ENGINEER'S SEAL DOES NOT APPLY TO OF WALL AND ROOF SHEETS. THE PERFORMANCE OR DESIGN OF ANY OTHER 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. Shape Name = 35 x 265, Wall = 1 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. 1 J 0 0 BL VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE I BY I DESCRIPTION NTS 0 C. fQ pFESS/p4� �o A A. Mq �l VG? c� X � C64705�f z 11C CV 2812016s�F OFI cAL`F°O PERMIT SET- For Building Dept. Approval SECONDARY ELEVATION AT 4 BUILDER JOB # Modern Building Inc. 15-023777-01 CUSTOME Weiss McNair DATE LOCATION 1/2712016 Chico, Califomia BUILDINGS DRAWN/CHECK PROJECT Weiss McNair g2L COPRUDEN AEG. BUILDERS PO# A BlueScope Steel Company PAGE TBD VPC VERSION: 2015.2b 23 1/25/2016 12:04:14 Weiss McNair Powdercoating Structure 123J:75- - - - - Frame Member Schedule 1 SBX002 1 o SBX002 1 6RS3.3 ,70 Part Width Thick. Webthk SBX001 6" .3750 .1345 SBX002 6" .3750 .1345 SBX003 6" .2500 .1345 SBX004 6" .3750 .1345 Depthl Approx. Lgth 9" 29'-2 1 SBX002 1 o SBX002 1 6RS3.3 ,70 7/8" 9" 29'-2 1 SBX004 1 7/8" 9" 19'-6 SBX004 7/8" 9" 31'-4 7/8" ❑ Rod, Strut, and Misc. Connection Bolts Id Qty Grade Bolt Diam. Bolt Length 1 2 A325 3/4" 2 1/2" Bracing Part Schedule Part Qty Length Detail 06RS3310 2 33'-10" BR02H1 PartNo 0097284 13 12 11 10 9 8 7 6 5 4 0 1W2B1 1W2B2 1W2B3 1W2134 )1j29'-4" 29'-4"--29'-4"29'-4" tCL CL CL CL BL 1 1'-0" 1 GFA200 Dimension Key OPart Mark Key 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. 1W2B5 1W2B6 --� 19'-8" 1. 31'-6" CL CL 265'-0" SECONDARY ELEVATION AT A Shape Name = 35 x 265, Wall = 2 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. CL 1W2B7 1W2B8 1W2B9 1'-6" 31'-6" 1, CL CL CL BL ,.Q�pt:A. ESSlO� s�, �P 00 F2 V co cr C64705 z c9 rr w * 1/28/2016 ��qTF OF)CA0F�4��P PERMIT SET- For Building Dept. Approval VP Buildings SECONDARY ELEVATION AT A 3200 Players Club Circle Memphis TN 38125 DATE BY DESCRIPTION BUILDER JOB# Modem Building Inc. 15-023777-01 """'Weiss McNair DATE LocnTloN LChico, California BUILDINGS 1/27/2016 DRAW WCHECK PROJECT VARCOPRUDEN AEG. Weiss McNair BUILDERS POp A BlueScope Steel Company PAGE NTS TBD VPC VERSION: 2015.2b 24 FILENAME: adivLsio of BlueScooe Buildinas North America. Inc. 1/25/2076 lz:u4:10 VVe155 rvlCnam rVWUVFCvauny auuuu[n I --.a 1 SBX002 1 o SBX002 1 6RS3.3 ,70 1 SBX003 1 1 SBX004 1 NBVP Stud w/ She trock 1 1 1 1 1 SBX004 1 1 SBX001 1 1 SBX002 1 SBX004 SBX004 0645330 1W2B1 1W2B2 1W2B3 1W2134 )1j29'-4" 29'-4"--29'-4"29'-4" tCL CL CL CL BL 1 1'-0" 1 GFA200 Dimension Key OPart Mark Key 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. 1W2B5 1W2B6 --� 19'-8" 1. 31'-6" CL CL 265'-0" SECONDARY ELEVATION AT A Shape Name = 35 x 265, Wall = 2 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. CL 1W2B7 1W2B8 1W2B9 1'-6" 31'-6" 1, CL CL CL BL ,.Q�pt:A. ESSlO� s�, �P 00 F2 V co cr C64705 z c9 rr w * 1/28/2016 ��qTF OF)CA0F�4��P PERMIT SET- For Building Dept. Approval VP Buildings SECONDARY ELEVATION AT A 3200 Players Club Circle Memphis TN 38125 DATE BY DESCRIPTION BUILDER JOB# Modem Building Inc. 15-023777-01 """'Weiss McNair DATE LocnTloN LChico, California BUILDINGS 1/27/2016 DRAW WCHECK PROJECT VARCOPRUDEN AEG. Weiss McNair BUILDERS POp A BlueScope Steel Company PAGE NTS TBD VPC VERSION: 2015.2b 24 FILENAME: adivLsio of BlueScooe Buildinas North America. Inc. 1/25/2076 lz:u4:10 VVe155 rvlCnam rVWUVFCvauny auuuu[n I --.a FILENAME: i of BlueScope Buildings North America, Inc. 1/25/2016 12:04:16 Weiss McNair Powdercoating Structure 1�1. .i� Secondary Part Schedule Mark Part Thick. Depth Lap Detail Modern Building Inc. 07C2911411CC20 0.1130 7" CUSTOME 'Weiss G8 08Z31034171100 0.0600 8 1/2" 10 1/2" WS01G3 G98 08Z3203415D400 0.0730 8 1/2" 2'-10 1/2" WSOIG2,WSO1G3 G99 08Z3203416D400 0.0680 8 1/2" 2'-10 1/2" WSOIG2,WS01G3 G101 08ZO510417DGOO 0.0600 8 1/2" WS12A2,WS12H5,WS2OF2,WS01G2 G102 OBZ0510417AGOO 0.0600 8 1/2" WS12A2,WS12H5,WS2OF2 G114 08Z1908417G100 0.0600 8 1/2" 10 1/2" WSOIG3,WS2OF2 G116 08Z3405413D400 0.0880 8 1/2" 2'-10 1/2" WS01G2,WS0lG3 G117 08Z3405415D400 0.0730 8 1/2" 2'-10 1/2" WSOlG2,WSO1G3 G118 08233054161100 0.0680 8 1/2" 10 1/2" WSO1G3 G119 08Z1106417DG00 0.0600 8 1/2" WS20F2,WSOlG2 G122 08Z21074161100 0.0680 8 1/2" 10 1/2" WS01G3 G137 08Z39054135500 0.0880 8 1/2" 3'-10 1/2" WS01133 G139 08237034115500 0.1130 8 1/2" 3'-10 1/2" WSO1G3 G140 08Z3403412A500 0.0980 8 1/2" 3'-10 1/2" WS12A2,WS12H5,WSO1G3 G143 00108ZS030701700 0.0600 8 1/2" WS12A2,WS12H5,BR10F5,WS2OF2 G150 08Z3305414A100 0.0790 8 1/2" 10 1/2" WS12A2,WS12H5,WSO1G3 G166 00208ZS340841100 0.1130 8 1/2" WS12A2,WS12H5,WS2OF2 G167 00308ZS220041700 0.0600 8 1/2" 10 1/2" WSOIG3,WS2OF2 G168 00408ZS051041700 0.0600 8 1/2" WS12A2,WS12H5,BR10F5,WS2OF2 H3 00708JS1000017 0.0600 8 1/2" WS20F9 H15 00108JS1800017 0.0600 8 1/2" WS20F9 J6 00808JS1702217 0.0600 8 1/2" WS20F9,WS2OF2,WS2OB2,WS2OB8 J16 01308JS1702215 0.0730 8 1/2" WS20F9,WS20F2,WS20B2,WS20B8 J60 01008JS1702213 0.0880 8 1/2" WS20F9,WS2OF2,WS2OB2,WS2OB8 J84 00608JS0702217 0.0600 8 1/2" BR10F5,WS20B2,WS20B8 J85 00908JS1702213 0.0880 8 1/2" WS20F9,WS2OF2,WS2OB2,WS2OB8 J86 01108JS1702216 0.0680 8 1/2" WS20F9,WS2OF2,WS2OB2,WS2OB8 J87 01208JS1702215 0.0730 8 1/2" WS20F9,WS2OF2,WS2OB2,WS2OB8 6 1'-8" 5 2'-6" 4 3'-6" Q 4 Bracing Part Schedule Part Qty Length 05RS3503 2 35'-3" Detail BR02H1,BR02J1 6 7 8 9 10 11 12 13 - T - - - - - - - - - - - - - - - - - T - - - - - - - - - - - - - - - - -- - - - - - - - - - - -r- - - - - - - - - - - - - - - - r - - - - - - - - - - - - - - - - - - - - - - 1W4B2 1W4B4 1W4B5 1W4B6 1W4137 1W4BB 1W4B9 II G1021 � II G102 III G168 1i 2 5 10'-0"19'-0" 11'-10"18'-0" 646'-218'-0"�:j4 31'-6" 31'-6" 31'-6" 19'-B" 29'-4" 29'-4" 29'-4" I 29'-4" CL CL CL CL CL CL CL CL CL I CL 4 265'-0" BL SECONDARY ELEVATION AT C BL 3 4'-0" 3 G143 2 3'-10 1/2" 2 PGI 1 1'-0" 1 JTG1 ❑ Dimension Key OPart Mark Key 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. Shape Name = 35 x 265, Wall = 4 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE i BY I DESCRIPTION NTS 1/25/2016 12:04:17 % QV,pFE55/0, / �O �p A. G) cz C64705 Z w..�/�� * 1 /28/2016 'k C►V ��\P F OF C A' 0 PERMIT SET- For Building Dept. Approval SECONDARY ELEVATION AT C BUILDER JOB # Modern Building Inc. CUSTOME 'Weiss 15-023777-01 McNair DATE LOCATION g:P 1/27/2016 Chico, California BUILDINGSPROJECT Weiss McNair O PRUDEN DRAWWCHECK AEG. FILENAME: I of BlueScope Buildings North America, Inc Weiss McNair Powdercoating Structure 1e1. . Frame Member Schedule 1 1 1 SBX005 1 1 SBX006 1 NBVP Stud w/ Sheetrock Part Width Thick. Webthk Depthl Approx. Lgth SBX005 6" .3750 .1345 9" 24'-10 7/8" SBX006 6" .3750 .1345 9" 22'-10 7/8" SBX007 6" .3750 .2500 9" 29'-10 7/8" [:]Rod, Strut, and Misc. Connection Bolts Id Qty Grade Bolt Diam. Bolt Length PartNo 1 2 A325 3/4" 2 1/2" 0097284 2W2B0 2W2B1 24'-0" 23'-0" I' CL CL 78'-0" BL SECONDARY ELEVATION AT A 2142132 0'-0" CL i. BL EXISTING BUILDING 13-7325(208558) i PROFESS/O A. M 9l I- X G) cit C64705 z w * 1/ 8/2 16 IV 0 0 CA0e 1 1'-0" 1 1 1 SBX005 1 1 SBX006 1 NBVP Stud w/ Sheetrock SBX007 2W2B0 2W2B1 24'-0" 23'-0" I' CL CL 78'-0" BL SECONDARY ELEVATION AT A 2142132 0'-0" CL i. BL EXISTING BUILDING 13-7325(208558) i PROFESS/O A. M 9l I- X G) cit C64705 z w * 1/ 8/2 16 IV 0 0 CA0e 1 1'-0" Dimension Key PERMIT SET- For Building Dept. Approval Shape Name = 25 x 78, Wall = 2 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) THE VP ENGINEER'S SEAL APPLIES ONLY TO THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP VP Buildings W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. THE WORK PRODUCT OF VP AND DESIGN AND BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE SECONDARY ELEVATION AT A 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE PERFORMANCE REQUIREMENTS SPECIFIED BY VP. APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED 3200 Players Club Circle Memphis TN 38125 STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION THE VP ENGINEER'S SEAL DOES NOT APPLY TO FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. BUILDER JOB OF WALL AND ROOF SHEETS. THE PERFORMANCE OR DESIGN OF ANY OTHER Rev DATE BY DESCRIPTION Modern Building Inc. 15-023777-01 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. PRODUCT OR COMPONENT FURNISHED BY VPORMANCE THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMS RNeiss McNair DATE RF EXCEPT TO ANY DESIGN OR PERF GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCATION 1/27/2016 REQUIREMENTS SPECIFIED BY DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS Chico, California BUILDINGS DRAWWCHECK ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT Weiss McNair VARCO PRUDEN AEG INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUILDERS POM A BlueScope Steel Company PAGE NTS TBD — I-- VPC VERSION: 2015.2b n m P'.Mi— KlMh 27 Cmcrir� Inr 1/25/2016 12:04:19 MISS McNair rowaercoaung structure a ROD SLOT BACKING PLATE MAY EXIST HARDWARE INSTALL IN THIS ORDER: HILLSIDE WASHER FLAT WASHER "B" FLAT WASHER "A' HEX NUT WALL BRACE ROD -0D/10/10 M. NO 0 1 ROD BRACING THRU ROD SLOT BR021-11 COLUMN SHOWN / RAFTER SIMILAR IT ADJUST. CODES GAGE mllllmeters TO SUB " 8 JAMB CUP 7 1/z" 10" 11 1/2 E WASHERS SHAF ROD DIA. NUT A B HILLSIDE 3/8' 095321 096408 46040 043657 1/2- 095230 095872 095946 043657 5/8. 095233 095945 095946 043657 3/4- 095235 095946 095948 043658 7/8" 095237 095947 095948 043658 1" 1 095238 1 095948 095949 043659 1 1/8" 1 095239 1 095949 095949 043659 -0D/10/10 M. NO 0 1 ROD BRACING THRU ROD SLOT BR021-11 COLUMN SHOWN / RAFTER SIMILAR IT ADJUST. CODES GAGE mllllmeters 03/03/°° I "E"' SPECIAL SECONDARY PART MARK KEY "0300 EN51B2 COMMON GENERATED MARK NUMBERS ZEE GIRT GIRT CLIP (PG1) MAY BE SHOP WELDED (GC1 OR GCA-) COLUMN / RAFTER HAUNCH --1 ROD SLOT BACKING PLATE MAY EXIST HARDWARE INSTALLED FLAT WASHER "B" FLAT WASHER "A" HEX NUT NOTE: FIELD CUT HOLES IN INSET GIRTS AT INTERFERENCE WITH RODS WALL BRACE ROD TO SUB " 8 JAMB CUP 7 1/z" 10" 11 1/2 E WASHERS SHAF IN NESTED CEE MEMBER NUT DEPT B HILLSIDE FSNR AT THIRD POINTS 1 53 7) 095321 096408 COUNT DEPTH SHAPE GAGE 07=7" ZS=ZEE 11 =0.113 08 = 8 1/2" CS = CEE 12 = 0.098 10 - 10" ES - LOW EAVE STRUT 13 - 0.088 11 = 11 1/2" HS - HIGH EAVE STRUT 14 = o.D7s 043658 BB = BACK TO BACK CEE 095237 095947 FB = FACE TO BACK CEE 15 = 0.073 1" FF = FACE TO FACE CEE 16 = 0.068 EXCEPT TO ANY DESIGN OR PERFORMANCE 043659 17 - 0.060 03/03/°° I "E"' SPECIAL SECONDARY PART MARK KEY "0300 EN51B2 COMMON GENERATED MARK NUMBERS ZEE GIRT GIRT CLIP (PG1) MAY BE SHOP WELDED (GC1 OR GCA-) COLUMN / RAFTER HAUNCH --1 ROD SLOT BACKING PLATE MAY EXIST HARDWARE INSTALLED FLAT WASHER "B" FLAT WASHER "A" HEX NUT NOTE: FIELD CUT HOLES IN INSET GIRTS AT INTERFERENCE WITH RODS WALL BRACE ROD °°''°''° IRV. "°'°Z ROD BRACING THRU ROD SLOT BR02J1 SIDEWALL COLUMN SHOWN / RAFTER SIMILAR ERECTION DRAWING PART MARK C P R 1W1B3 1-T 7 BAY NUMBER CANOPY (C) /PARTITION (P)/ ROOF(R)/WALL(W) NUMBER BUILDING SHAPE THE BAY/BUNDLE CODE IDENTIFIES THE BUILDING CANOPY/PARTITION/ WALL PANEL MUST BE ATTACHED TO SUB GIRTS WITH STRUCTURAL BRACE ¢ FRM.E BRACE FASTENERS AT STANDARD LOCATIONS LOCATION LOCATION SEC ROOF FBIL PANEL DOES NOT ATTACH TO RY �MENBER JAMB) 0** ' -oI STANDARD CIRT I 0 of2' D 0 --_----- DI CORNER FLANGE BRACE POST (GFB—) OR (HFS—) CLP REWD W/ THICK FLANGES FLANGE BRACE WILL TYPICALLY SUB GIRT SIB JAMB DEPTH TO SUB " 8 JAMB CUP 7 1/z" 10" 11 1/2 E WASHERS W IN NESTED CEE MEMBER NUT A B HILLSIDE FSNR AT THIRD POINTS 1 53 7) 095321 096408 46040 043657 THAN ZEE GRT. 095230 095872 095946 043657 N 095233 095945 095946 043657 REV DATE By DESCRIPTION BUILDER Modem Building Inc. 095235 095946 095948 043658 PRODUCT OR COMPONENT FURNISHED BY VP 095237 095947 095948 043658 1" 095238 095948---F-095949 EXCEPT TO ANY DESIGN OR PERFORMANCE 043659 1 1/8- 095239 095949 1 095949 1 043659 °°''°''° IRV. "°'°Z ROD BRACING THRU ROD SLOT BR02J1 SIDEWALL COLUMN SHOWN / RAFTER SIMILAR ERECTION DRAWING PART MARK C P R 1W1B3 1-T 7 BAY NUMBER CANOPY (C) /PARTITION (P)/ ROOF(R)/WALL(W) NUMBER BUILDING SHAPE THE BAY/BUNDLE CODE IDENTIFIES THE BUILDING CANOPY/PARTITION/ WALL PANEL MUST BE ATTACHED TO SUB GIRTS WITH STRUCTURAL BRACE ¢ FRM.E BRACE FASTENERS AT STANDARD LOCATIONS LOCATION LOCATION SEC ROOF FBIL PANEL DOES NOT ATTACH TO RY �MENBER JAMB) 0** ' -oI STANDARD CIRT I 0 of2' D 0 --_----- DI CORNER FLANGE BRACE POST (GFB—) OR (HFS—) CLP REWD W/ THICK FLANGES FLANGE BRACE WILL TYPICALLY SUB GIRT SIB JAMB DEPTH TO SUB " 8 JAMB CUP 7 1/z" 10" 11 1/2 E 7' JTG3 JTGB W IN NESTED CEE MEMBER 0 8 1/2" JTGI JTG5 6 1 1 2" FSNR AT THIRD POINTS 1 53 7) 10- JTG4 JTG2 CEE GIRT DEPTH IS 1 1/2" LESS H - HIGH EAVE STRUT 0 W W SUB JAMB 1 1/4' LOCATION SECTION 'A' CONNECT TO THE WEB OF THE STANDARD CIRT FRAME MEMBER. CLP (PGI) p o W/ (4) 1/2' A325 BOLTS v SUUBB GIRT (49060) TYPICAL Q N ALTERNATE CONFECTIONS f v u W2 }11/2' A325 BOLTS NSTANDARD GIRT (49080) TYPICAL FLANGE BRACE REQUIREMENTS: o RULE11- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. m ((TYPICAL) CLP (SEE CHART ABM) RULE#2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON (nSUB GIRT W/ (4) 1/2' A325 BOLTS (a9Dso) TYPICAL CROSS SECTION IS NOT ACCOMPANIED BY (2). W cor2lcR�ET�E�ArialoRs RULE#3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB w (BY BUILDER) WHEN PART MARK IS ACCOMPANIED BY (2). RULE#4- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE CENTER OF THE BUILDING. RULE#5- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME SUB JAMB LOCATION SIDE OF THE FRAME WEB. PER DESICN ** 10' & 11 1/2" PURUNS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. "EV. °A7E07/01/09 REV' "° °° TYPICAL FLANGE BRACE CONNECTIONS "". 0A703/'°/10 REV. "° °' CORNER ZONE BRACING BR06AE CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN BR10F5 WALL PLAN VIEW (JAMB SUPPORT NOTE: BEFORE FASTENING THE CEE MEMBER TO THE ZEE MEMBER. BE SURE TO CLAMP THE CEE AND ZEE AT THE COMMON INSIDE CORNER TO ASSURE A TIGHT FIT. 2 5/8" 1/4-14 x 1 1/4" STRUCT FSNR (55307) AT THIRD POINTS ROOF/WALL PLANE AND BAY GIRT CLIP J WGCAO52060��GCDO52060�BOLTED� SECTION A - A V. DATE;01/S1/3 I REV. 1"''°' SECONDARY BUNDLE LOCATION KEY IREV DATE07/01/09 I REV. NO. 00 PURLIN AND GIRT SIZES "`".DATE"/""5 IREV. NO. °' GIRT CONN. AT COLUMN EN5183 ALL SECONDARY DEPTHS EN53F1 8 1/2" 216mm 01 AIN OUTSET CONTINUOUS ZEE W/ NESTED CEE GIRT CLIP OPTION (BOLTED) (WELDED) DIM A : FOR FUS UP TO 9' X 9' USE (3) 1/4'-14 X 1 1/4" CORNER COLUMN (PGI) (GC1) AT 7" GIRT 1'-0" AT 7" & 8 1/2" EW GIRTS IRT CLIP SDS (55307) LOCATED.APPROX AS SHOWN. (PGI (GCI) AT 8 1/2' GIRT NO CLOSER THAN 3/B FROM EDGE 1'-3" AT 10" & 11 1/2" EW GIRTS GC17- AT 7' & 8 i/2" GIRT OF CUP OR HOLES. SCREW SPACING NOT (GCD-) (GCA-) AT 10" GIRT OR GREATER FOR SPECIAL FRAME SETBACKS GC21- AT 10" & 11 1/2" GIRT LESS THAN 3/4" APART. (GCD-) (GCA-) AT 11 1/2" GIRT GC21- AT ALL OTHER SETBACK DIMS FIELD LOCATE AND DRILL(2) 9/16' CORNER COLUMN DIAMETER HOLES IN ZEE GIRT P ,\ TO ATTACH JAMB 2) 1/2' X 1 1/2" P A325 BOLT (49080 ENDWALL GIRT SIDEWALL GIRT ZEE GIRT SHOWN ZEE GIRT SHOWN CEE GIRT SIMILAR Fy0 Y & 8 1/2" GIRT V. DAX01/20/11 IRN Na D1 GIRT CONN. AT COLUMN REv. WS01 G3 OUTSET CONTINUOUS GIRT 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. X --FIELD DRILL 9/16" HOLES FOR lyq�� RAKE CHANNEL LAP AND FLANGE BRACE BOLTS Z=ZEE IN NESTED CEE MEMBER COLUMN �3/ ! USE // / WALLSTONLYN 1 1 2" FSNR AT THIRD POINTS 1 53 7) CORNER CEE GIRT DEPTH IS 1 1/2" LESS H - HIGH EAVE STRUT 1 THAN ZEE GRT. ROOF/WALL PLANE AND BAY GIRT CLIP J WGCAO52060��GCDO52060�BOLTED� SECTION A - A V. DATE;01/S1/3 I REV. 1"''°' SECONDARY BUNDLE LOCATION KEY IREV DATE07/01/09 I REV. NO. 00 PURLIN AND GIRT SIZES "`".DATE"/""5 IREV. NO. °' GIRT CONN. AT COLUMN EN5183 ALL SECONDARY DEPTHS EN53F1 8 1/2" 216mm 01 AIN OUTSET CONTINUOUS ZEE W/ NESTED CEE GIRT CLIP OPTION (BOLTED) (WELDED) DIM A : FOR FUS UP TO 9' X 9' USE (3) 1/4'-14 X 1 1/4" CORNER COLUMN (PGI) (GC1) AT 7" GIRT 1'-0" AT 7" & 8 1/2" EW GIRTS IRT CLIP SDS (55307) LOCATED.APPROX AS SHOWN. (PGI (GCI) AT 8 1/2' GIRT NO CLOSER THAN 3/B FROM EDGE 1'-3" AT 10" & 11 1/2" EW GIRTS GC17- AT 7' & 8 i/2" GIRT OF CUP OR HOLES. SCREW SPACING NOT (GCD-) (GCA-) AT 10" GIRT OR GREATER FOR SPECIAL FRAME SETBACKS GC21- AT 10" & 11 1/2" GIRT LESS THAN 3/4" APART. (GCD-) (GCA-) AT 11 1/2" GIRT GC21- AT ALL OTHER SETBACK DIMS FIELD LOCATE AND DRILL(2) 9/16' CORNER COLUMN DIAMETER HOLES IN ZEE GIRT P ,\ TO ATTACH JAMB 2) 1/2' X 1 1/2" P A325 BOLT (49080 ENDWALL GIRT SIDEWALL GIRT ZEE GIRT SHOWN ZEE GIRT SHOWN CEE GIRT SIMILAR Fy0 Y & 8 1/2" GIRT V. DAX01/20/11 IRN Na D1 GIRT CONN. AT COLUMN REv. WS01 G3 OUTSET CONTINUOUS GIRT 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. TT ADJUST. CODES GAGE imeters DEPTH CEE GIRT SIMILAR lyq�� RAKE CHANNEL 07=7" Z=ZEE 11 =0.113 9 ® �3/ ! USE // / WALLSTONLYN A F�Vq CORNER 11 = 11 1/2" H - HIGH EAVE STRUT I THE VP ENGINEER'S SEAL DOES NOT APPLY TO aEF �ON GIRT CLIP JOB# S E�pWEC11 ® REV DATE By DESCRIPTION BUILDER Modem Building Inc. N (VCC-) ® ` PRODUCT OR COMPONENT FURNISHED BY VP THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOME �A/eiss McNair L1/27/2016 15-023777-01 DATE ENDWALL EXCEPT TO ANY DESIGN OR PERFORMANCE ZEE GIRT �/ LOCAMON GIRT I (JAMB SUPPORT A REQUIREMENTS SPECIFIED BY VP. DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS k FRAME Chico, California �� GIRT) DOUBLE JAMB P ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, (2) 1/2" A307 THIN CONNECTION O�� 4-14 x 1 1/4" 1/4-14 S�OL�P HEAD BOLT (096536) JAMB. BUILDERS PO# STRUCT FSNR Rt & NUT (095032) SINGLE (55307)G VPC VERSION: 2015.2b OR DOUBLE DIM A: 2 PER GIRT @ JAMB CAN BE 1 1/2' DEEPER 1'-0" AT 7' & 8 1/2' GIRTS THAN THE JAMB SUPPORT GIRT. GIRT FILLER ANGLE 1'-3" AT 10" & 11 1/2- GIRTS (ONLY EXCEPTION: 1 11 2' JAMB (GFA-) W/ (2) 55307 OR GREATER FOR SPECIAL FRAME CAN BE USED W/ 8 1/2' GIRT) SETBACKS. FIELD LOCATE AND DRILL ALIGN JAMB AND GIRT AT BL NOTE: FlELD NOTCH ENDWALL (2) 9/16- DIA HOLES IN GIRT FOR (GC17- OR GC21-) CLIP NOTE: FIELD NOTCH ENDWALL GIRT FLANGE WHEN CORNER COLUMN I PG1 CUP = 3 3/4' AT 7% 8 1/2% 10" GIRTS GRT FLANGE WHEN CORNER COLUMN FLANGE INTERFERES WITH ENDWALL GIRT. SECTION A—A PGV1067 CLIP = 4 3/4" AT 11 1/2' GIRTS FLANGE INTERFERES WITH ENOWALL GIRTS. 'TE:06/16/14 I REV' N0.02 GIRT CONN. AT CORNER COLUMN ANY OUTSET GIRT AT EW, ANY GIRT AT SW REV. DATE-08ABIl4 REV. NO. 02 GIRT CONN. AT CORNER COLUMN ANY OUTSET GIRT AT EW, NO SW GIRT RFV. DATE:11/30/15 REV. N0.03 1 JAMB SINGLE OR DOUBLE TO GIRT JAMB, ANY ZEE GIRT WS12A2 WS121-15 WS20B2 THE VP ENGINEER'S SEAL APPLIES ONLY TO THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP VP Buildings TT ADJUST. CODES GAGE imeters DEPTH SHAPE GAGE 07=7" Z=ZEE 11 =0.113 08 = 8 1/2" C = CEE 12 = 0.098 10 = 10" E = LOW EAVE STRUT 13 = 0,088 11 = 11 1/2" H - HIGH EAVE STRUT 14 = 0.079 15 = 0.073 16 = 0.068 17 = 0.060 03/03/0' 1 RE' NO. 00 SECONDARY PART MARK NUMBER EN51B1 11 COMMON GENERATED MARK NUMBERS ZEE GIRT SHOWN CEE GIRT SIMILAR WS01G2 7-& 8 1/2" GIRT CUP (PGI) 10" & 11 1/2" GIRT CLIP (GCD-) MAY BE SHOP WELDED (GC1 OR GCA-) GIRT CONN. AT COLUMN OUTSET SIMPLE GIRTS Q�pFESS/pN �p I;?- ID A. M,, q! V X G) 0 a C64705 z ` lI2822016 V A <1-1 OF1 CAL%FO/ PERMIT SET- For Building Dept. Approval THE WORK PRODUCT OF VP AND DESIGN AND BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE WALL SECONDARY SED'S PERFORMANCE REQUIREMENTS SPECIFIED BY VP. APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED 3200 Players Club Circle Memphis TN 38125 THE VP ENGINEER'S SEAL DOES NOT APPLY TO FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. JOB# THE PERFORMANCE OR DESIGN OF ANY OTHER REV DATE By DESCRIPTION BUILDER Modem Building Inc. PRODUCT OR COMPONENT FURNISHED BY VP THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOME �A/eiss McNair L1/27/2016 15-023777-01 DATE EXCEPT TO ANY DESIGN OR PERFORMANCE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCAMON AVARCOPRUDEN REQUIREMENTS SPECIFIED BY VP. DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS Chico, California ILDINGS DRAWWCHECK ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT Weiss McNair AEG INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUILDERS PO# A BlueScope Steel Company PAGE NTS TBD VPC VERSION: 2015.2b 28 1/25/2016 SEDSheet 12:04:21 FILENAME. Weiss McNair Powdercoating Structure 1y1`.� i�°t BlueScope Buildings North America, Inc. FIELD CEE ON A DOUBLE D LOCATE AND GRILL (2) 9/16' ^ JAMB IS HELD BACK 6' FROM DIAMETER HOLES IN RAKE BEAM / \ EACH END OF MAIN JAMB. TO ATTACH (DJC1-) DOOR JAMB CLIP (DJC1–) OF HOLES RAKE BEAM M I JAMB SINGLE OR DOUBLE BOTTOM OF RAKE BEAM pFN/Nc E 07/01/09 1 REV. No. 00 JAMB TO RAKE BEAM WS20B5 ANY JAMB, OUTSET ENDWALL SECOND CEE ON A DOUBLE JAMB IS HELD BACK 6' FROM EACH END OF MAIN JAMB. A r, '11��I A JAMB, SINGLE sl OR DOUBLE DOUBLE JAMB JAMB BASE CONNECTION CUP (PG1) d o (2) 1/2- A307 THIN 1/2- ANCHOR HEAD BOLT (096636) RODS WTH & NUT (095032) HARDENED WASHER 0 s op�ltJ 1 1/4- MAX r _� r CONCRETE FSNR j AT 24' O.C. I "' (BY BUILDER) BASE MEMBER L I _� JAMB CAN BE 1 1/2" DEEPER w THAN THE JAMB SUPPORT GIRT SECTION A -A ALIGN JAMB AND GIRT AT BL, V. °"1E01/01/09 REV.N000 JAMB BASE ATTACHMENT WS20B8 SINGLE OR DOUBLE JAMB 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) JAMB CUP r 8 1/2' 10' 11 1/2' THE VP ENGINEER'S SEAL APPLIES ONLY TO W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 0- THE WORK PRODUCT OF VP AND DESIGN AND 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE 10- JTG4 JTG2 PERFORMANCE REQUIREMENTS SPECIFIED BY VP STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION 3200 Players Club Circle Memphis TN 38125 THE VP ENGINEER'S SEAL DOES NOT APPLY TO OF WALL AND ROOF SHEETS. THE PERFORMANCE OR DESIGN OF ANY OTHER 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE 15-023777-01 REQUIREMENTS SPECIFIED BY VP. GIRT TO JAMB DEPTH JAMB CUP r 8 1/2' 10' 11 1/2' = 7' JTG3 JTG6 0- 8 1/2' JTG1 JTG5 JTG7 0 1.- 10- JTG4 JTG2 1 1/2- JTG2 11-1 A SINGLE JAMB (2) 1/2- X 1 1/2" A A325 BOLT (49080) (2) 1/2- A307 THIN DIM. A �® HEAD BOLT 6) de NUT (095032)032) ( GIRT CLIP OO (SEE CHART) 3 1/4- AT 7', 8 1/2, 10- JAMB 6 1/4- AT 11 1/2' JAMB WS20F2 `—ZEE GIRT SHOWN CEE GIRT SIMILAR JAMB CAN BE 1 1/2' DEEPER THAN THE JAMB SUPPORT GIRT. (ONLY EXCEPTION: 11 1/2' JAMB CAN BE USED W/ 8 1/2' GIRT) ALIGN JAMB AND GIRT AT BL. GIRT TO JAMB SINGLE JAMB THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. HEADER TO CUP (PGI) DOOR HEADER A C R EQUAL 3" EQUAL I I I O O I I I I I OPENING I I HEIGHT I I SECTION A—A WS20F9 SINGLE JAMB L41 I/L AJU/ MIN HEAD BOLT (096636) & NUT (095032) HEADER TO JAMB ANY HEADER, ANY SINGLE JAMB • epFESS/p� /Qp A. ItL,�Qi �Q,Ez V X 6) 0 ir C64705 Z p w * 1/28/2016 s�grF F I cA� \Fa����r 1/25/2016 SEDSheet 12:04:23 FILENAME. Weiss McNair Powdercoating Structure rdgW BlueScope Buildings North America, Inc. PERMIT SET- For Building Dept. Approval VP Buildings WALL SECONDARY SED'S 3200 Players Club Circle Memphis TN 38125 DATE BY DESCRIPTION BUILDER Modem Building Inc. JOB # 15-023777-01 """'Weiss McNair DATE 1/27/2016 LOCATION Chico, California BUILDINGS VARCO PRUDEN DRAWN/CHECK AEG PROJECT Weiss McNair BUILDERS PO# A BlueScope Steel Company PAGE NTS TBD VPC VERSION: 2015.2b 29 1/25/2016 SEDSheet 12:04:23 FILENAME. Weiss McNair Powdercoating Structure rdgW BlueScope Buildings North America, Inc. Covering Schedule Id Qty Length #10 26 25'-4 1/4" #11 89 35'-4 3/4" Oper. Code:l=SQ,SQ Finish:G=Galvalume Color:TD=Standard Color c of EXISTING c 0 LO BUILDING N 13-7325(208558 � a U a m 1 78'-0" BL T3 BL 65'-0" BL T1 T2 Accessory Schedule Qty Color Description 5 White 3070 Door - Standard 5 Cool Arctic White 3070 PR/LR Door Trim Kit (500/700 Series) 18 Not Applicable 3' x 10'-4" PR Tuf-Lite Kit Non -Rated Fastener Schedule Part Description 0097584UNPNTD (T-2) #12-14 x 1 1/411, 5/16" Hex Hd, SS Cap w/Washer 0097581UNPNTD (T-1) 1/4-14 x 7/811, 5/16" Hex Hd, SS Cap w/Washer 1. PRE -DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS Trim Schedule THE WORK PRODUCT OF VP AND DESIGN AND TO STRUCTURAL BEAMS Type Gage OP Fin. Color Direction Id Parts Color Details PR 26 1 G TD Left to Right T1 BSI,FPRFI,GGCI,MCC1 Cool Arctic White RC38N1 PR 26 1 G TD Left to Right T2 MCC1 Cool Arctic White RC38AJ T3 BSI,FPRFI,GGCI,MCC1 Cool Dark Bronze RC38N1 c of EXISTING c 0 LO BUILDING N 13-7325(208558 � a U a m 1 78'-0" BL T3 BL 65'-0" BL T1 T2 Accessory Schedule Qty Color Description 5 White 3070 Door - Standard 5 Cool Arctic White 3070 PR/LR Door Trim Kit (500/700 Series) 18 Not Applicable 3' x 10'-4" PR Tuf-Lite Kit Non -Rated Fastener Schedule Part Description 0097584UNPNTD (T-2) #12-14 x 1 1/411, 5/16" Hex Hd, SS Cap w/Washer 0097581UNPNTD (T-1) 1/4-14 x 7/811, 5/16" Hex Hd, SS Cap w/Washer 1. PRE -DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS THE VP ENGINEER'S SEAL APPLIES ONLY TO MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS THE WORK PRODUCT OF VP AND DESIGN AND TO STRUCTURAL BEAMS PERFORMANCE REQUIREMENTS SPECIFIED BY VP 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. THE VP ENGINEER'S SEAL DOES NOT APPLY TO REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. THE PERFORMANCE OR DESIGN OF ANY OTHER 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE PRODUCT OR COMPONENT FURNISHED BY VP FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. EXCEPT TO ANY DESIGN OR PERFORMANCE 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. REQUIREMENTS SPECIFIED BY VP. Detail RAOIBI,RA01B2,RAO1B3 ROOF COVERING PLAN Shape Name = 35 x 265, Shape = 25 x 78 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE I BY I DESCRIPTION NTS Q ROF ESS/p� / 4i� Q-0 A. My q! 1w2-�P 04�Z U cit � C64705 LU ' 1/28/2016 \F OFi CA \\FO� PERMIT SET- For Building Dept. Approval ROOF COVERING PLAN BUILDER Modem Building Inc. CUSTOME eiss McNair LOCATION Chico, California PROJECT Weiss McNair BUILDERS PON TBD 15-023777-01 DATE BUILDINGS 1 /27/2016 DRAWWCHECK VARCO PRUDEN AEG. A BlueScope Steel Company PAGE VPC VERSION: 2015.2b 30 1/25/2016 12:04:25 — Weiss McNair Powdercoating Structure T2:29.15- - "'" " Covering Schedule Id Qty Type Start Length Gage OP Fin. Color Direction #3 89 PR 17'-2 7/8" 26 F K GG Left to Right Oper. Code:F=CR,SQ Finish:K=KXL (Kynar) Color:GG=Cool Granite Gray Trim Schedule Id Parts T1 (10.6)BA125 T2(13)EG201,EG121,(26)PCAIOA,PCA05A,(91)STR2 T3 5CE75,(2)CP510,DN1,(4)DST1 T2 Color Cool Arctic White Cool Arctic White Cool Arctic White Details EN52A1,ENVO03,RCOOAI,WCOID9,WC04G1 RC03B1,RC04Bl,RC32B1,RC39A2,RC61B6, RCV324,WC04G1,WCllF1 RC38P1 4 BL 65'-0" COVERING ELEVATION AT A Fastener Schedule Part Color Description 0097584-002 Ash Gray (T-2) #12-14 x 1 1/411, 5/16" Hex Hd, SS Cap w/Washer 0097581-112 Cool Granite Gray (T-1) 1/4-14 x 7/811, 5/16" Hex Hid, SS Cap w/Washer Shape Name = 35 x 265, Wall = 2 1. PRE -DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS THE VP ENGINEER'S SEAL APPLIES ONLY TO THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE'S AND/OR FASTENERS THE WORK PRODUCT OF VP AND DESIGN AND BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE TO STRUCTURAL BEAMS PERFORMANCE REQUIREMENTS SPECIFIED BY VP. APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. THE VP ENGINEER'S SEAL DOES NOT APPLY TO FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. THE PERFORMANCE OR DESIGN OF ANY OTHER 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE PRODUCT OR COMPONENT FURNISHED BY VP THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. EXCEPT TO ANY DESIGN OR PERFORMANCE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. REQUIREMENTS SPECIFIED BY VP. DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BL \,'pFESS/O ESO A. U v� cr C64705 z U, * 1/28/2016 s�gT`oP' CAt�F���`P PERMIT SET- For Building Dept. Approval VP Buildings COVERING ELEVATION AT A 3200 Players Club Circle Memphis TN 38125 DATE BY DESCRIPTION BUILDER JOB# Modem Building Inc. 15-023777-01 CUSTOMEVeiss McNair DATE LOCATION W L1/27/2016 VM Chico, California BUILDINGS DRA1ECK Weiss McNair PROJECT VARCO PRUDEN AEG BUILDERS PO# A BlueScope Steel Company PAGE NTS TBD v=cvERSION: 2015.2b 32 FILENAME: ri......a.........a:.... e�.....�...e �a,d4,ai{rkof BlueScope Buildings North America, Inc. ud.a:cv 10 N N O y� o� en--1� 000ro h] l C] tJ O O � � � H 0 o P_ 10 ro rn Ln ,n ¢ o mmcm-i0�M rat 03 crt a 20'-0" Y• G m m C o Y - rt n m `om0m-iWm O 00 < r � m � J �I _I rt (n (n cn (D rt rt a (n w 10 N- Wa r D 0 M r N a OD (D 0•• C] C] '< mZz�mc�z F, F, F, a 11 a. C ro ro ro H� C) T D (r-) p i N o I-� cn C7 x o >C y y0 1D v� N O N 0 o Ci I--' ti m� T mCmmm m� X=��z3o3 (D ¢ to C1 A G1 G G x10 W '< C) mZo -(n=m 1-t I� C) r-- z 1 D m (~D p N 10 10 r-' a N m w En m v m0 � X H H H (�D rt - (fl rt T4 rYt m r` I rt zm 0�cr� �)Nn -I DZ 00-- my — n vI i D yz�D m Y- It I L-+ _f _ m y� p m� -4(A I� ro \ N r-' rt I I \ \m a - _� �A N N Y- TC� C-4 0 A r, t+ ,� G 19'-9 1/2" rtI (Dnm'a=m mn m TO z 0-A m e a a n I i zXm�� Iri D� x x x ,Z1 C (/1 -4 0 a r \ N I--' I N N N G1 y r O c Q Dy C'. 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L (n C T m m C p 0o O m0 w O A n O x m N z m mT _?3 . Co C1 N (DN y O N _ n0 C 3 N Z 0 W Z = Z C -6 o m a a m ,"D v r 9 n m c m O n Z -n Cl rl y 0 G) EGIS * T � RFS. 0. R�'yy�A` o O Qi a znC ��y� 0 n �O Q mN� mr" %! (ice -n a O n zD m 3 Z y o C) co W NI` XA w n = y V V b C a Covering Schedule Id Qty Type Start Length Gage OP Fin. Color Direction #7 76 PR 20'-2" 26 F K GG Left to Right #8 3 PR 7'-11 1/2" 26 1 K GG Left to Right #9 10 PR 5'-11 1/2" 26 1 K GG Left to Right Oper. Code:F=CR,SQ JOB # REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. THE PERFORMANCE OR DESIGN OF ANY OTHER REV DATE By DESCRIPTION Oper. Code:l=SQ,SQ 15-023777-01 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE PRODUCT OR COMPONENT FURNISHED BY VP cusTonnE eiss McNair Finish:K=KXL (Kynar) THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE DATE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. EXCEPT TO ANY DESIGN OR PERFORMANCE Color:GG=Cool Granite Gray LOCATION 1/27/2016 601 Trim Schedule Id Parts T1 DFTI2,JT12 T2 DFTI0,HTS10 T3 DFTI4,JT14 T4 DFTI4,DFT05,HTS14,HTS05 T5 (8.8)BA125 T6 (13)PKF20A,PKF05A T6 Color Cool Arctic White Cool Arctic White Cool Arctic White Cool Arctic White Cool Arctic White Cool Arctic White Details WC24A1 WC24A2 WC24A1 WC24A2 EN52A1,ENVO03,RCOOAI,WCOID9,WC04G1 EN52A1,ENVO03,RCOOAI,RC03B1,RC35B1,WC13F1 Jill i_ 1111111111m,iuiiie�ii 111111111111111111PI, 1 BL 5'-0" 10'-0" 62'-4" 18'-0" 115'-6" �181-0"-16'-2" 265'-0" COVERING ELEVATION AT C BL Q�pi ESS/0� p.0 A. My �! co cr C64705 X lI21812016 C►V�\P \� OF CA►-IFO� Fastener Schedule `--�-►�'' Part Description 0097584-112 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer 0097581-112 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/washer Shape Name =35 x265, Wall =4 PERMIT SET -For Building Dept. Approval 1. PRE -DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS THE VP ENGINEER'S SEAL APPLIES ONLY TO THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP VP Buildings MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS THE WORK PRODUCT OF VP AND DESIGN AND BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE COVERING ELEVATION AT C TO STRUCTURAL BEAMS PERFORMANCE REQUIREMENTS SPECIFIED BY VP. APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED 3200 Players Club Circle Memphis TN 38125 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. THE VP ENGINEER'S SEAL DOES NOT APPLY TO FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. BUILDER JOB # REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. THE PERFORMANCE OR DESIGN OF ANY OTHER REV DATE By DESCRIPTION Modern Building Inc. 15-023777-01 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE PRODUCT OR COMPONENT FURNISHED BY VP cusTonnE eiss McNair THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE DATE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. EXCEPT TO ANY DESIGN OR PERFORMANCE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCATION 1/27/2016 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. REQUIREMENTS SPECIFIED BY VP. DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS Chico, California BUILDINGS DRAWN/CFIECK ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT Weiss McNair VARCOPRUDEN AEG INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUILDERS Pon A BlueScope Steel Company r PAGE NTS TBD VPC VERSION: 2015.2b 34 1/25/2016 12:04:31 _ - Weiss McNair Powdercoating Structure T2:"2EF.15"" ""' Covering Schedule Id Qty Type Start Length Gage OP Fin. Color Increment Direction #12 2 PR 4'-11 1/2" 26 M K GG 9" Left to Right #13 2 PR 4'-5 1/2" 26 M K GG 9" Left to Right #14 2 PR 3'-11 1/2" 26 M K GG 9" Left to Right #15 2 PR 3'-5 1/2" 26 M K GG 9" Left to Right #16 1 PR 2'-11 1/2" 26 M K GG Left to Right Oper. Code:M=LF,SQ Finish:K=KXL (Kynar) Color:GG=Cool Granite Gray C V E Trim Schedule Id Parts T1 (2)GAC1040,(3)RCF10A T2 (0.2)BA125,(3.2)55307 T3 RKFI6,RKF10 T4 CT12,(0.1)RKC15,(0.1)SET10A,(0.1)SET05A Color Cool Arctic White Cool Arctic White Cool Arctic White Cool Arctic White 25'-0 BL COVERING ELEVATION AT 1 Fastener Schedule Part Description 0097584-100 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer 0097584-112 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer 0097581-112 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer 1. PRE -DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS THE VP ENGINEER'S SEAL APPLIES ONLY TO MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS THE WORK PRODUCT OF VP AND DESIGN AND TO STRUCTURAL BEAMS PERFORMANCE REQUIREMENTS SPECIFIED BY VP. 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. THE VP ENGINEER'S SEAL DOES NOT APPLY TO REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. THE PERFORMANCE OR DESIGN OF ANY OTHER 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE PRODUCT OR COMPONENT FURNISHED BY VP FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. EXCEPT TO ANY DESIGN OR PERFORMANCE 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. REQUIREMENTS SPECIFIED BY VP. Shape Name = 25 x 78, Wall =1 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. Details RC03B1,RC52B1,WC55A1 WC20A1 RC30Bl,RS10R1 WC20A1 N M BL Q�0 SIOti A. My ql U (� X (1)C64705 z ruW * 1/28/2016 s�gTF OF�CAt`FO���Q` PERMIT SET- For Building Dept. Approval VP Buildings COVERING ELEVATION AT 1 3200 Players Club Circle Memphis TN 38125 DATE BY DESCRIPTION BUILDER JOB # Modern Building Inc. 15-023777-01 """"Weiss McNair DATE LOCATION 1/27/2016 Chico, California BUILDINGS DRAV"CHECK PROJECT VARCO PRUDEN Weiss McNair AEG BUILDERS PO# A BlueScope Steel Company I PAGE NTS TBD VPC VERSION: 2015.2b 35 1/25/2016 12:04:32 Weiss McNair Powdercoating Structure T2-29.15-"'" "" """"'a " "" """ Covering Schedule Trim Schedule Id Qty Type Start Length Gage OP Fin. Color Direction Id Parts Color Details #17 26 PR 17'-2 7/8" 26 F K GG Left to Right T1 (3.1)BA125 Cool Arctic White EN52A1,ENVO03,RCOOAI,WC01D9,WC04G1 Oper. Code:F=CR,SQ T2 (4)EG201,(8)PCA10A,(27)STR2 Cool Arctic White RC03B1,RC04B1,RC32B1,RC39A2,RC61B6, Finish:K=KXL (Kynar) RCV324,WC04G1,WCllF1 Color:GG=Cool Granite Gray T3 5CE75,(2)CP510,DN1,(4)DST1 Cool Arctic White RC38P1 Q T2 4 BL Fastener Schedule Part Description 0097584-002 (T-2) #12-14 x 1 1/411, 5/16" Hex Hd, SS Cap w/Washer 0097581-112 (T-1) 1/4-14 x 7/811, 5/16" Hex Hd, SS Cap w/Washer 1. PRE -DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS TO STRUCTURAL BEAMS 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. 78'-0" COVERING ELEVATION AT A THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. Shape Name = 25 x 78, Wall = 2 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BL EXISTING BUILDING 13-7325(208558) VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE I BY I DESCRIPTION NTS I? vpFESS,6Z �0 A. .141 U X 6) rY C64705 z LU Azi * 1 /2 812 0 1 6 fV TF OF Cpy`FOEL PERMIT SET- For Building Dept. Approval COVERING ELEVATION AT A BUILDER Modem Building Inc. CUSTOME eiss McNair LOCATION Chico, California PROJECT Weiss McNair BUILDERS PO# TBD FII FNAMF JOB # 15-023777-01 DATE BUILDINcs 1127/2 DRAWNICHECK VARCO PRUDEN AEG. A BlueScope Steel Company PAGE VPC VERSION: 2015.2b 1 36 A i..einn M ph'.0 nnnc Pd'Ah Cm'dr I" 1/25/2016 12:04:33 MISS McNair rowaercoatmg structure Tz.zu.Ta Trim Schedule Id Parts Color Details T1 (8) 1SF11, (4) PKF20A Cool Arctic White EN52A1,ENVO03,RCOOAI,RC03B1,RCV018 N EXISTING BUILDING 13-7325(2085 ve, T1 ,I BL 1. PRE -DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE'S AND/OR FASTENERS TO STRUCTURAL BEAMS 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. COVERING ELEVATION AT B THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. Shape Name = 25 x 78, Wall = 4 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BL VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE 1 BY 1 DESCRIPTION NTS / Q?-OFESS/ON A. My q! 10O �2 U c o x C64705 -A Z r � 't 126s��l F OSI CA��F���P PERMIT SET- Foi Building Dept. Approval COVERING ELEVATION AT 13 BUILDER Modem Building Inc. CUSTOME eiss McNair LOCATION Chico, California PROJECT Weiss McNair BUILDERS PO# TBD 15-023777-01 DATE F:BU�ILDINGS 1 /27/2016 DRAWWCHECK DEN AEG. A BlueScope Steel Company PAGE VPC VERSION: 2015.2b 37 1/25/2016 12:04:35 Weiss McNair Powdercoating Structure'P1:'29.156" F - FEET G = GAGE I = INCHES 0 = OPERATION E = EIGHTHS C = FIN/COLOR PANEL/COVERING W 1 3 1 1 7 2 6 1 K T D *FFIIE00000C LENGTH CODE INSULATION 101301036030 WV ' F F F I I I I I I E C C LENGTH WIDTH THK CODE SECONDARY (STANDARD) 0 B Z 1 9 1 1 4 1 7————— FFIIEGG***** DEPTHLENGTH GAGE ADJUST.CODES SHAPE SECONDARY (SPECIAL) 00108Z1911417——— ******FFIIEGG*** COUNTER DEPTH& LENGTH GAGE ADJUST.CODES SHAPE ROD BRACING CX*** = COLUMN (PLATE) CGX*** - COLUMN (GAGE) WCX*** = COLUMN (HOTROLL) RBX*** = RAFTER (PLATE) BGX*** = RAFTER (GAGE) WRX*** - RAFTER (HOTROLL) TRX*** = TRUSS RAFTER ICX*** - INTERIOR COLUMN PCX*** = PIPE COLUMN TCX*'E* = TUBE COLUMN EPX*** = ENDPOST (PLATE) EGX*** - ENDPOST (GAGE) CBX*** = CANOPY (PLATE) CBX*** = PIGGYBACK CANOPY DCC*** = 8 1/2" GAGE POST DOE*** = 10" GAGE POST 0 3 R S 2 5 1 0 RS - THREADS BOTH ENOS I E • ' F F I I RT = THREADS ONE END - CLEVIS ONE END DIA LENGTH RU = CLEVIS BOTH ENDS RP = THREAD BOTH ENDS - NO HILLSIDES -H/1` K° MARK NUMBER KEY EN5081 COMMON GENERATED MARK NUMBERS 4112-14 x 1 1/4 R00 STRUCT FSNR (09751 3 PER FOOT 1/4-14 x 7/8" R00' STITCH FSNR (0975E 1 PER HIGH RIB AT AND UPPER ENDLAP 1'_n" 1'_n• 1'_n" 412-14 x 1 1/4' ROOF UPPER PURLIN STRUCT FSNR (097584—) I = INCHES 1 PER FOOT E= EIGHTHS LENGTH CODE 1/4-14 x 7/8" ROOF INTERMEDIATE PURLIN STITCH FSNR (097581—) 1/4-14 x 7/8" 20' O.C. AT EACH SIDELAP LENGTH CODE *12-14 x 1 1/4" ROOF 36" COVERAGE STRUCT FSNR (097584-) 3 PER FOOT SMOOTH EXTERIOR 1 3/16" LOWER PURLIN SURFACE OUSE 12-14 x 1 1/2' (097585-) T BEARING EDGE—ft FASTENER WHEN BLANKET INSULATION 3/16" x 1/4" TAPE MASTIC (025390) BOTH SIDES OF THICKNESS IS GREATER THAN 4" 2EV DATE:00/25/15 REV. Na 02 PANEL RIB ROOF TUF-LITE RAO1B3 STANDARD FASTENER PATTERN PR WALL PANEL MARK NO.: W F F I I E G G O C C C F- FEET LENGTH CODE I = INCHES PR ROOF PANEL MARK NO,: R F F I I E G G O C C C E= EIGHTHS LENGTH CODE G = GAGE PR RIDGE PANEL MARK NO,: P F F I I E G G 0 C C C FACE OF WALL PANEL 1/4-14 x 7/8" 0 = OPERATION LENGTH CODE C = FlN/COLOR 36" COVERAGE DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS 12" 1" TYP,� SMOOTH EXTERIOR 1 3/16" PEAK FASCIA SURFACE 2 31/32"� T BEARING EDGE—ft TYP. 3/16" x 1/4" TAPE MASTIC (025390) BOTH SIDES OF PANEL RIB ROOF AND WALL PANEL (PR) RPR WALL PANEL MARK NO.: R R F F I I E G G 0 C C C LENGTH CODE 36" COVERAGE 12" SMOOTH EXTERIOR 1 3/16" Typ' � I SURFACE 1 2 31/32 RPR WALL PANEL :07/01/09 1 REV_ NO. 00 PR ROOF & PR/RPR WALL PANELS EN52A1 11 1. STANDARD ERECTION DETAILS (SED) SUPERSEDE SIMILAR DETAILS FOUND IN THE ERECTION GUIDES. REFER TO THE ERECTION GUIDES FOR OTHER DETAILS, INSTALLATION PROCEDURES AND ACCESSORIES NOT DESCRIBED IN THE SED'S. 2. ALL PANEL AND TRIM SURFACES MUST BE FREE OF DIRT AND OIL AT MASTIC AND SEALANT LOCATIONS. '.01/01/09 1 REV. NO 00 11 NOTES RCOOAI PANEL ERECTION GUIDE REQUIRED FOR THIS PROJECT: REFER TO: VARCO PRUDEN BUILDINGS BASIC PANELS & ACCESSORIES The field guide for correct installation of Varco Pruden's Wall and Roof Systems, Tuff—Lites, Wallites, Doors, Windows, Gutters and Trim. BACK COVER: 4003 BASIC PANELS AND ''E'°'/'0"4REV. NO. °° BASIC PANEL AND ACCESSORIES ENVO03 CONTAINS: PR ROOF - WALLS: PR, RPR, VR 3/16" x 1/4" TAPE MASTIC — CONT. (025390) 1/4-14 x 7/8' ROOF / / STITCH FSNR ANTI—CAPILLARY BEAD —� PURUN BEARING EDGES 12-14 X 1 1/4' ROOF STRUCT FSNR SEE P1 FOR STD FASTENER PATTERN SEE C0483 FOR UL90 FASTENER PATTERN FFI SEE 00482 FOR ICE DAMMING FASTENER DETAILS QUALIFY FOR AIR PATTERN INFILTRATION/WATER PENETRATI SEE 00464 FOR UL90/ICE DAMMING RATED ASSEMBLIES. FASTENER PATTERN lEV. DAM.;/07/15 REV. No. 03 PANEL RIB ROOF—STANDARD RCO3B1 PANEL SIDELAP 12-14 x 1 1/4" ROOF STRUCT FSNR (574"x) 3/16" x 1/4' TAPE MASTIC (025390) 1� PANEL RIB NF -LITE ANEL RIB INSIDE CLOSURE (80130) AS ISOLATION SPACER A01B3 FOR STANDARD 3/16" x 1/4" TAPE MASTIC SEE FSNR PATTERN (025390) 2 ROWS REQ'D AT LOWER ENDLAP ONLY SEE A01E3 FOR UL90 FSNR PATTERN E:10/2412 IREV. Na 01 PANEL RIB ROOF TUF—LITE RA01 B1 ENDLAP V-0" 1'-0" 1'-0' 1/4-14 x 7/8" ROOF STITCH FSNR 1 PER PURLIN *12-14 x 1 1/4' ROOF STRUCT FSNR 2 PER FOOT 1/4-14 x 7/8" ROOF ENDLAP & RIDGE CAP STITCH FSNR 1 PER PURLIN AND 1 PER SPACING $12-14 x 1 1/4' ROOF STRUCT FSNR 1 PER FOOT ::) 1/4-14 x 7/8" ROOF INTERMEDIATE PURLIN STITCH FSNR 1 PER PURLIN AND 1 PER SPACING $12-14 x 1 1/4' ROOF STRUCT FSNR 2 PER FOOT BUILDING EAVE PANEL SIDELAP *USE 12-14 x 1 1/2' FASTENER WHEN BLANKET INSULATION THICKNESS IS GREATER THAN 4" E:11/13/13 REV.-Oi PANEL RIB ROOF FSNR PATTERNS RC0481 11 STANDARD PANEL RIB INSIDE SEE DETAIL IRC39A2 OR RC39A3 THE WORK PRODUCT OF VP AND DESIGN AND FACE OF 1 WALL PANEL PERFORMANCE REQUIREMENTS SPECIFIED BY VP. FASTEN CORNER CAP W/ (8) RAKE FASCIA POP RIVETS - DO RAKE FASCIA (RKF-) FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. CLOSURE (80130) FACE OF WALL PANEL 1/4-14 x 7/8" THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE EXCEPT TO ANY DESIGN OR PERFORMANCE (RKF-) NOT FASTEN FACE OF CAP DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, FOR GUTTER p1 ROOF STITCH FSNR ��2 PEAK FASCIA ®HIGH SIDE FASCIA PANEL RIB FILLER BIRD STOP (BS1) 3/16" x 1/4" TAPE MASTIC (025390) BOTH SIDES OF STRAP ATTACHMENT 1 1 4 1'-0' O.C. PKF- ( ) SEAL FASCIA TO CORNER CAP WITH BRONZE TUBE SEALANT (80507) PLACE (FPRFl} FASTEN IN PLACE W/ 4 POP RIVETS FASTEN IN PLACE W/ 4 POP RIVETS CLOSURE 47 7- W.P. A / / GUTTER CLOSURE (GGC—) FASTEN IN HIGH EAVE FASCIA PLACE W/ 10 POP ,--W.P. PANEL RIB 7 3 4" OR EXTENDED TO RAKE ` / RIVETS OUTSIDE CLOSURE ALIGN WITH A FASCIA (COPE &TAB) / OUTSIDE CLOSURE (80140) RAKE FASCIA PANEL RIB (80140) AT ENDWALL VEE RIB (80362) RPR (80130) 3/16" x 1/4" TAPE MASTIC METAL CORNER CAP MCC1 \ METAL CORNER 1j2, CAP MCC1 W/ SEAL INSIDE PERIMETER OF \ (025390) CONT EACH CLOSURE W/ EAVE GUTTER 1/4-14 x 7/8" WALL STITCH FSNR 1'-0' O.C. SIDE OF CLOSURE CUT AWAY SHADED AREA A 8 POP RIVETS CUTAWAY BRONZE TUBE SEALANT (80507) (EG-) OUTSIDE CLOSURE 1/4-14 x 7/8" 45 A SHADED AREA 1/4-14 x 7/B' ROOF STITCH FSNR PANEL CLOSURE ANGLE (PCA-) PANEL RIB (80140) VEE RIB (80362) WAG" O.C.STITCH FSNR 1" HIGH SIDE EAVE 45' RPR (80130} EAVE GUTTER (EG-) 1 PER STRAP AND 1 PER 1'-0" WALL PANEL WALL PANEL NOTCH DETAIL FASCIA (RKF-) 0R PEAK FASCIA (PKF-) 1"� A -A NOTCH DETAIL A—A REV. DATE:02/03/15 IREV. Na W PANEL RIB W/ EAVE GUTTER REV. DATE:10/ ,12 REV. Na O1 PANEL RIB HIGH EAVE TRIM REV. OATE:10/01/14 REV. NO. a7 HIGH EAVE CORNER ASSEMBLY REV. DA7E'10/07/14 REV. N0.03 EAVE GUTTER CORNER ASSEMBLY RC3581 RC38AJ IL RC38N1 RC32131 PR, VR OR RPR WALL PR, VR OR RPR WALL ALL WALL SYSTEMS (SSR, HWR, PANEL RIB ROOFS) ALL SYSTEMS THE VP ENGINEER'S SEAL APPLIES ONLY TO THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP THE WORK PRODUCT OF VP AND DESIGN AND BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE PERFORMANCE REQUIREMENTS SPECIFIED BY VP. APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED THE VP ENGINEER'S SEAL DOES NOT APPLY TO FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE EXCEPT TO ANY DESIGN OR PERFORMANCE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS REQUIREMENTS SPECIFIED BY VP. DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE I BV I DESCRIPTION NTS 1/25/2016 SEDSheet 12:04:43 KWr J I I I FSNR TUF-LI' TRIM (- SEE A01B3 FOR STANDARD FSNR NUMBER AND PATTERN SEEA01E3 FOR UL90 FSNR NUMBER AND PATTERN RA01B2 FACE OF WALL PANEL RAKE FASCIA- (RKF-) BOTTOM OF - ROOF SHEET 1/4-14 x 7/B" WALL STITCH FSNR 1'-0" O.C. --j OUTSIDE CLOSURE PANEL RIB (80140) VEE RIB (80362) RPR (80130) RC30B1 3/16" x 1/4" TAPE MASTIC CONT. (025390) PANEL RIB TUF-LITE PANEL RIB ROOF TUF—LITE STANDARD SIDELAP 1TR2-14 X 1 1/4" ROOF SUCT FSNR 0 1'-0" O.C. �/16" x 1/4' TAPE MASTIC ONT. (025390) *12-14 x 1 1/4" WALL STRUCT FSNR (2) PER FOOT ® PANEL RIB (1) PER FOOT 0 VR OR RPR KE CHANNEL PR / VR WALL PANEL 4 USE 12-14 x 1 7/8" FSNR IF INSULATION THICKNESS IS > 4" PANEL RIB ROOF RAKE TRIM ALL PURLINS AT PR, VR OR RPR WALL THRU 2:12 ; ?oFESS10� A. M A U X G? a 064705 LU * 1 /2 812 0 1 6 OF1 CAL�F���`P . PERMIT SET- For Building Dept. Approval COVERING & TRIM SED'S BUILDER JOB # Modern Building Inc. 15-023777-01 CUSTOME eiss McNair DATE LOCATION 1/27/2 Chico, California BUILDINGS DRAWWCHECK PROJECT Weiss McNair VARCOPRUDEN AEG. FILENAME:BlueScope Buildings North America, Inc Weiss McNair Powdercoating Structure 1a2. . EAVE GUTTER (EG-) SEE RC39A2 FORGUTTER STRAP CHMENT ROOF x 1 1T F 1/4-14 x 7/8" PEAK 4 ROOF STRUCT FSNR FACE OF FASCIA 1 PER STRAP GGC_ STITCH FSNR WALL (PKF-) GAGE ANGLE ROOF HEIGHT CHANGE 1'-0" O.C. DOWNSPOUT STRAP CUT AND TAB HOLE IN GAC1040 FLASHING (RCF-) GUTTER STRA (DSII) FASTEN TO EAVE GUTTER (EG-) (STR2) OR (STR3) 1I2 WALL PANEL WITH SEAL NIPPLE TO GUTTER 2 1 4 t 4-14 x 7 8" ROOF STITCH PANEL RIB / / OUTSIDE CLOSURE WALL STITCH FSNR CONNECTION WITH BRONZE FSNR 6" O.C. STRIP (80140) BEND TAB TUBE SEALANT (80507) TO SECURE BOTH 3/16" x 1/4" TAPE MASTIC HALVES OF STRAP 1/4-14 x 7/8" CONT. (025390) W.P. 7 3/4" (DST1) TOGETHER DOWNSPOUT NIPPLE ROOF STITCH FSNR OR ALIGN WITH (DN1) FASTEN IN 1 PER STRAP TOP OF PURLIN PI RAKE FASCIA EAVE GUTTER W/ W.P. PANEL RIB AT ENDWALL 2 STRAPS PER 8 POP RIVETS 1/8" X 1" TAPE ROOF tib 3/16" x 1/4" TAPE MASTIC MASTIC (027893) t�P (025390) CONT. BOTH 10' SECTION OF `f-• DOWNSPOUT ON TOP OF p' SIDES 0) CLOSURE 1/4-14 x 7/8" (STR2) GUTTER GUTTER STRAP tib 3/4' GAP STITCH FSNR STRAP UNDER 1 -0" 0'C. ROOF PANEL W.P-�j-. j ----------_ EAW STRUT DOWNSPOUT ELBOW 3'-0' O.C. '-"'- --- -- (5CE75) FASTEN TODOWNSPOUT (CP510) DOWNSPOUT W/ 2 POP FASTEN TO DOWNSPOUT EAVE GUTTER NOTE: 4" LEG OF ANGLE EAVE RIVETS NIPPLE W/ 3 POP (EG-) GUTTER RIVETS 8 x 1/4-14 7 " 1/4-14 x 1 1/4" 12-14 x 1 1/4' ROOF PANEL CLOSURE i / / / ANGLE (PCA-) i i SOFFIT EAVE TRIM ROOF STITCH FSNR STRUCT FSNR (55307) STRUCT FSNR SEE ERECTION DWGS 1 PER STRAP 1 PER PURLIN 12" O.C. (-SF1_) ATTACH ALL AL FOR QUANTITY OF AND 1 PER 1'-0" FIELD FABRICATE STITCH FASTENER DOWNSPOUTS GUTTER JOINT COVER 1'-0" O.C. W/ SOFFIT, 12-14 x 1 1/4" STRUCT FASTENER 1'-0" O.C. W/O SOFFIT REV-DATE:OM/12 IKV. Nn o3 DOWNSPOUT ASSEMBLY REV.DAIE:11/05/15 IREV. Na. D1 PANEL RIB GUTTER REV-DATL10%M/12 REV - Nam PANEL RIB ROOF HT CHANGE M. DAM 07/01/09 1 M. NO. PR SAVE GUTTER EXPANSION JOINT 1*-V.DA1E102/2D/14 REV- PANEL RIB ROOF HIGH EAVE TRIM RC38P1 ALL SYSTEMS RC39A2 STRAP ATTACHMENT L RC5281BLANKET INSULATION 11L RC61 B6 FOR BUILDING OVER 160' IN LENGTH RCV018 AT OPEN WALL DR RAKE EXT. AT WALL CBA1 BG - 1/4 -14 x 7/8" WALL STITCH FSNR. 1 PER SUPPORT FACE OF RAKE CHANNEL AND 1 PER GIRT SPACE AVE DR WALL PANEL BOTTOM OF ENDWALL (RCHD--) AT 7" PURLINS 2 FSNRS REQ'D WHEN SPACE RAKE MEMBER � ROOF SHEET STRUCT FSNR �(RCHB--) AT 8 1/2" PURUNS EXCEEDS 6'-0" WALL STRUCT (1) x 1 1/4" (RCHE--) AT 10" PURLINS 1/2" CLEARANCE 3/8" CONT. BEAD (55307) (RCHC--) AT 11 1/2" PURLINS CRIMPED BASE NOTE: A CONC. FSNR. MUST BE LOCATED BETWEEN ROOF SKINNING SEALANT PANEL RIB WALL LESS THAN 6" FROM EACH END OF THE 12-14 x 1 1/4" AND WALL PANEL W.P. (80507) 2— BASE MEMBER. WALL STRUCT INTEMEDIAWALL GIRT TE AT OF WALL PANEL 9A - - - - - - - - - - - - - - - - FSNR. 1 2 PER FOOT ' o BASE ANGLE (BA-) Z 12-14 x 1 1/4" SHOWN, MAY BE O o WALL STRUCT BASE GIRT (BG-), EAVE STRUT " a FSNR OR CONCEALED BASE (CBA) 12-14 x 1 1/4" X12-14 x 1 1/4" 2 PER FOOT WALL STRUCT WALL STRUCT FSNR. iN FSNRA 2 PER FOOT 0 PANEL RIB LAP EAVE GUTTER m FINISH FLOOR 1 PER FOOT 1 PER FOOT 0 VR & RPR _ OR TOP OF AT INT GIRTS 3" AND FASTEN O i• CURB WALL ASE MEMBER WITH (9) 1/8" POP RIVETS N 12-14 x 1 1/4* WALL STRUCT PR, VR OR RPR EAVE GUTTER DO NOT FASTEN. FSNR.: WALL PANEL (EG-) PURLIN MUST BE CONCRETE FASTENER 2 PER FOOT PANEL SIDELAP FREE TO ROLL 24" D.C. (BY BUILDER) 401r* USE 12-14 x 1 7/8' FASTENER WHEN BLANKET INSULATION THICKNESS IS x1FUSE 12-14 x 1 7/8" FSNR IF GREATER THAN 4" INSULATION THICKNESS IS > 4" REV. DATE.03/03/15 JFIEV. NaoD TRIM SPLICES REV. DAM 07/01/09 1U. -1PR ROOF RAKE CHANNEL TO PURLIN REV. DAIEAe/Z7/15 IREV. No -e1 BASE OF WALL ATTACHMENT REV. DA7E!10/15A3 IFEV. Na 02 1 PANEL RIB WALL REV. DAlE:11/05/15 IREV. Nom PR, VR & RPR WALL AT EAVE RCV324 EAVE GUTTER SPLICE RS 1 OR 1 ALL PURLIN DEPTHS (ALL WALL PANEL) WC01 D9 CRIMPED BASE PANEL RIB WALLIL---WC04Gl FASTENER PATTERNS WC11 F1 STANDARD EAVE PURLIN 1 1/4" PANEL RIB DOOR FLASHING WALL PANEL BOTTOM OF ROOF SHEET W P � x 7/8" PANEL � WALLALL STITCH FSNR. RIB 1'-0" D.C. WALL PANEL RIB SECTION A—A N 12-14 x 1 1/4" WALL PANEL WALL STRUCT HEADER _ FSNR. TRIM (HTS-) 1'-0" O.C. 12-14 x 1 1 /4" X12-14 x 1 1/4" WALL STRUCT WALL STRUCT FSNR FSNR. 2 PER FOOT 0 PANEL RIB 1'-0" O.C. 1 PER FOOT 0 VR & RPR WC13F1 OUTSI[ PR, VR OR RPR FLASHI WALL xJF USE 12-14 x 1 7/8" FSNR IF INSULATION THICKNESS IS > 4" It1� JAMB TRIM (JT-) PANEL RIB ROOF HIGH EAVE REQ. DAM 07/01 /ft K` OUTSIDE CORNER TRIM �In 7/01/09 REV. N0.00 JAMB TRIM AT OVERHEAD DOOR PR, VR OR RPR WALL AT STD ND 00 EAVE PURLIN WC20A1 PANEL RIB WALL C24A1 PANEL RIB WALL !�OFESS/6 12-14 x 1 1/4" /� Q 4 A. Nq WALL STRUCT�� MqO `�ti A FSNR. .r / 2 PER FOOT i. 0 o_ r X G' C64705 Z DOOR FLASHING 6 m A W DOOR HEADER * 1/28/2016 �T CIV qTF of cA0Fo� E-03/15/12 1 REV. W. 01 WALL TRIM AT DOOR HEAD WC24A2 OVERHEAD DOOR OPENING PERMIT SET- For Building Dept. Approval VP Buildings COVERING &TRIM SED'S 3200 Players Club Circle Memphis TN 38125 REV DATE BY DESCRIPTION BUILDER JOB # Modem Building Inc. 15-023777-01 CUSTOMER_ -Weiss McNair DATE LOCATION 1127/2016 Chico, California BUILDINGS DRAVVWCHECK PROJECT Weiss McNair VARCO PRUDEN AEG. BUILDERS PO# A BlueScope Steel Company PAGE NTS TBD VPC VERSION: 2015.2b 39 FILENAME:I of BlueScope Buildings North America, Inc. 1/25/2016 SEDSheet 12:04:45 Weiss McNair Powdercoating Structure 181. .iFi THE VP ENGINEER'S SEAL APPLIES ONLY TO THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP THE WORK PRODUCT OF VP AND DESIGN AND BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE PERFORMANCE REQUIREMENTS SPECIFIED BY VP. APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED THE VP ENGINEER'S SEAL DOES NOT APPLY TO FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE EXCEPT TO ANY DESIGN OR PERFORMANCE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS REQUIREMENTS SPECIFIED BY VP. DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. !�OFESS/6 12-14 x 1 1/4" /� Q 4 A. Nq WALL STRUCT�� MqO `�ti A FSNR. .r / 2 PER FOOT i. 0 o_ r X G' C64705 Z DOOR FLASHING 6 m A W DOOR HEADER * 1/28/2016 �T CIV qTF of cA0Fo� E-03/15/12 1 REV. W. 01 WALL TRIM AT DOOR HEAD WC24A2 OVERHEAD DOOR OPENING PERMIT SET- For Building Dept. Approval VP Buildings COVERING &TRIM SED'S 3200 Players Club Circle Memphis TN 38125 REV DATE BY DESCRIPTION BUILDER JOB # Modem Building Inc. 15-023777-01 CUSTOMER_ -Weiss McNair DATE LOCATION 1127/2016 Chico, California BUILDINGS DRAVVWCHECK PROJECT Weiss McNair VARCO PRUDEN AEG. BUILDERS PO# A BlueScope Steel Company PAGE NTS TBD VPC VERSION: 2015.2b 39 FILENAME:I of BlueScope Buildings North America, Inc. 1/25/2016 SEDSheet 12:04:45 Weiss McNair Powdercoating Structure 181. .iFi NOTE: FIELD BEVEL CUT /ROFESS f\ VEE RIB & RPR WALL PANELS PR, VR & RPR INSIDE CORNER 1/4-14 x 7/8' WALL FLASHING (ICF—) WALL STITCH INSIDE CLOSURE FSNR. GAGE ANGLE PANEL RIB (80130) V-0" O.C. (GAC1040) I U3 w VEE RIB (80360) RPR (80140) * tP1/26/2016 . CIV q�F OF Cq� �FO� 1/4-14 x 7/8" PERMIT SET- For Building Dept. Approval THE VP ENGINEER'S SEAL APPLIES ONLY TO THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP VP Buildings THE WORK PRODUCT OF VP AND DESIGN AND BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE COVERING & TRIM SED'S WALL STITCH FSNR ol APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED 3200 Players Club Circle Memphis TN 38125 THE VP ENGINEER'S SEAL DOES NOT APPLY TO FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. BUILDER JOB # 3/16' x 1/4' TAPE MASTIC (025390) 3'-0° D.C. ®PANEL RIB ONLY 15-023777-01 PRODUCT OR COMPONENT FURNISHED BY VP THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE cUSTOMERIVeiss McNair DATE EXCEPT TO ANY DESIGN OR PERFORMANCE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCATION CONT. BOTH An-AEG 1 /27/2016 ROOF HEIGHT DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS Chico, California DRAWWCHECK ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT Weiss McNair SIDES OF CLOSURE BUILDERS PO# CHG FLASHING (RCF—) PAGE NTS TBD VPC VERSION: 2015.2b 40 X12-14 x 1 1/4" WALL STRUCT FSNR, 3 PER FOOT @ PR 3/16' x 1/4" TAPE 1 PER FOOT 0 VR MASTIC (025390) 1 PER FOOT 0 RPR PANEL BOTTOM OF RIB ROOF SHEET WALL 1 1/2- W. P+ 1/4-14 x 7/8" ROOF STITCH FSNR. 1/4-14 x 1 1/4" STRUCT 6° O.C. FSNR (55307) 12-14 x 1 1/4" ROOF 1 PER PURLIN STRUCT FSNR. 12" D.C. It USE 12-14 x 1 7/8" FSNR IF INSULATION THICKNESS IS > 4" REV. DATEJI/04/15 I REV. NO. 03 BASE OF WALL ® RF HT CHG RE?. DAM 07/01/09 FW'. NO, 00 INSIDE CORNER FLASHING WC55A1 PR, VR & RPR WALL (NON—ICE DAMMING) WC21 Al PANEL RIB WALL 1/25/2016 SEDSheet 12:04:46 Weiss McNair Powdercoating Structure 71:19.75 /ROFESS f\ �I_p A 14ij `rP O� �y I C') V a 064705 X z I U3 w * tP1/26/2016 . CIV q�F OF Cq� �FO� PERMIT SET- For Building Dept. Approval THE VP ENGINEER'S SEAL APPLIES ONLY TO THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP VP Buildings THE WORK PRODUCT OF VP AND DESIGN AND BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE COVERING & TRIM SED'S PERFORMANCE REQUIREMENTS SPECIFIED BY VP. APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED 3200 Players Club Circle Memphis TN 38125 THE VP ENGINEER'S SEAL DOES NOT APPLY TO FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. BUILDER JOB # THE PERFORMANCE OR DESIGN OF ANY OTHER REV DATE BY DESCRIPTION Modem Building Inc. 15-023777-01 PRODUCT OR COMPONENT FURNISHED BY VP THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE cUSTOMERIVeiss McNair DATE EXCEPT TO ANY DESIGN OR PERFORMANCE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCATION An-AEG 1 /27/2016 REQUIREMENTS SPECIFIED BY VP. DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS Chico, California DRAWWCHECK ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT Weiss McNair INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUILDERS PO# A BlueScope Steel Company PAGE NTS TBD VPC VERSION: 2015.2b 40 1/25/2016 SEDSheet 12:04:46 Weiss McNair Powdercoating Structure 71:19.75 TYP. FRAME CONNECTION AT INTERIOR COLUMN T. U"'° WELD STD. MINIMUM FILLET WILD The Table below shows Code minrmum voids for AISC & CSA/W59. If weld shown on Engtneer'Ing Weld Standard or on fabrication dommonts are less than these, then the weld size shown bolov re to be used, based on the m4tertd thickness bt11g Joined. AM TABLE J2.4 & AWISDIA 5.8 MINIMUM GMAW FILLET WELD SIZE „r� gg Base Metal Thickness (71” e�nM, in. 111111111 in, mm T S 1/4 T< 6 1/H 3 1/4 < T < 1/2 T 12 3/16 5 �.r...... L. Inv N �o il^W 1 E PLATE TYPICAL BASE PLATE CONNECTION BASE PLATE TO COLUMN WELD STD. GENERAL NOTES; THE FILLET WELD SHALL BE CONTINUOUSLY SUBMERCED ARC WELDED ONE SIDE OF THE WEB TO BOTH FLANGES AS ILLUSTRATED. THE MINIMUM FILLET WELD SIZE SHALL BE TAKEN FROM TABLE BELOW. - 1 /2 < r t3/4 12 < T <- 20 -- 1/4 6 3/4• < T 26 <r 5/16 a • T = Thickness of the thinner part jlined (USA, CANADA & MEXICO) Assumes low hydrogen welding process using GMAW filler metal class ER70-3 (B—C40A 20 C3) ar SAW tlllsr metol clash F7AO— EM13K (F4Bh2—FM13K), FILLET WIELD ASSEWly (AWS D1.1-08 Bee 5.22.1) Caps In parts to be joined by Clot welds may halm a of 5-.1/16' with no adjustment In wwd size. Gaps > 1/16" but <�/1�, fillet weld leg must be increased THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP THE WORK PRODUCT OF VP AND DESIGN AND BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE PERFORMANCE REQUIREMENTS SPECIFIED BY VP. -- GUSSETS WHEN REQUIRED BY DESIGN "* ()USSETS WHEN REQUIRED BY DESIGN NNNUM FILET van sus (W& CRIADA & M0100) (Aw9D1.1-TNXE Noll) "�*" * CUSSETS WHEN REQUIRED BY DESIGN � TM�� GUSSETS WHEN RECIUIRED BY DESIGN cJP /1 ]nom 1/4• "r 3/b" 1/7' W 3/4' 1• 1 1/e• 11/4, Uu� OR, 1/B' 1/Br 1/e' 1/ir 1/e" 1/e' 1/e' 1/e• 1/e' I� TYP 1/0• 11r 1/Ir 1/e' 1/or 1/d VIr 1/V 1/!r I/i P31le 1/2"STITCH(1a GA. WEB) 1/Ir 1/er 1/tr 1/I� 1/E- 1/1r 1/r 1/t!• a/1e' Nps' 3116' 1/9" 1/B- 1/e' 3/19• 3/16" 3AV 1/B' 1/g'ohtw 3/16' 1/e' 1/e-3/16• 3/19• 3/19- 3/18- 3/1W 4/IV 3/19•gap ALTERNATE 2 — 5 (3/16 & 1/4 WEB) ----- BOLTING 4 - e (5/16 -,/z w®) * *— PLATE J ` ROWS R OWS OUT ROWS ROWSOUT OUT ��� OUT TYP fri MRi ALTERNATE BOLTING TYP X�_/F OR ALTERNATE PLATE ROWS ABOL1INC CORP ROWS ROWS IN IN ALTERNATE PLATE ROWS ALTERNA ALTERNATE BOLTING — IN / — � 1 OR\ �BOLTING P AG IE % \ N — � _ BOLTING / PLAT � RIDGE CJP \ LATE RAFTER \ Rows�1N OR G)f' aIP \I OR \ \ ROWS GP CUT JP I \ 1 3 )1/2" - 3 (10 GA. WEB) IN NN V, STITCH K/ 2 - 5 (3/16 & 1/4 WEB) * ALTERNATE 1 1/2" - 3 (10 GA. WEB) CJP` * / 4 - e (5/16 - 1/2 WEB) \ EDOLTING flp >—V*2 — 5 (3/,6 & 1/4 WEB) \ * \ PLATE 4 — a (5/18 — 1/2 WEB) ] RiV. Ila a7 HAUNCH /COLUMN CONNECTIONLOW RGY. X-01/015/114 RN ND. D3 SIDE HAUNCH CONNECTION ICV. M4w_<n ] 4 11M. ND. QZ HIGH SIDE CONNECTION MV. OATM 1] ♦ MV. Na. BOLTED RAFTER SPLICE CONNECT! ONS WELD STD_ RLV_ DATGeI TOP BOLTED WELD STD. FACE BOLTED WELD STD. BOLTED WELD STD. TYP. FRAME CONNECTION AT INTERIOR COLUMN T. U"'° WELD STD. MINIMUM FILLET WILD The Table below shows Code minrmum voids for AISC & CSA/W59. If weld shown on Engtneer'Ing Weld Standard or on fabrication dommonts are less than these, then the weld size shown bolov re to be used, based on the m4tertd thickness bt11g Joined. AM TABLE J2.4 & AWISDIA 5.8 MINIMUM GMAW FILLET WELD SIZE „r� gg Base Metal Thickness (71” e�nM, in. 111111111 in, mm T S 1/4 T< 6 1/H 3 1/4 < T < 1/2 T 12 3/16 5 �.r...... L. Inv N �o il^W 1 E PLATE TYPICAL BASE PLATE CONNECTION BASE PLATE TO COLUMN WELD STD. GENERAL NOTES; THE FILLET WELD SHALL BE CONTINUOUSLY SUBMERCED ARC WELDED ONE SIDE OF THE WEB TO BOTH FLANGES AS ILLUSTRATED. THE MINIMUM FILLET WELD SIZE SHALL BE TAKEN FROM TABLE BELOW. - 1 /2 < r t3/4 12 < T <- 20 -- 1/4 6 3/4• < T 26 <r 5/16 a • T = Thickness of the thinner part jlined (USA, CANADA & MEXICO) Assumes low hydrogen welding process using GMAW filler metal class ER70-3 (B—C40A 20 C3) ar SAW tlllsr metol clash F7AO— EM13K (F4Bh2—FM13K), FILLET WIELD ASSEWly (AWS D1.1-08 Bee 5.22.1) Caps In parts to be joined by Clot welds may halm a of 5-.1/16' with no adjustment In wwd size. Gaps > 1/16" but <�/1�, fillet weld leg must be increased THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP THE WORK PRODUCT OF VP AND DESIGN AND BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE PERFORMANCE REQUIREMENTS SPECIFIED BY VP. APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED THE VP ENGINEER'S SEAL DOES NOT APPLY TO NNNUM FILET van sus (W& CRIADA & M0100) (Aw9D1.1-TNXE Noll) THE PERFORMANCE OR DESIGN OF ANY OTHER � TM�� PRODUCT OR COMPONENT FURNISHED BY VP /1 ]nom 1/4• "r 3/b" 1/7' W 3/4' 1• 1 1/e• 11/4, Uu� 1 1/B' 1/Br 1/e' 1/ir 1/e" 1/e' 1/e' 1/e• 1/e' I� 1/e' 1/0• 11r 1/Ir 1/e' 1/or 1/d VIr 1/V 1/!r I/i P31le 1/Ir 1/Ir 1/er 1/tr 1/I� 1/E- 1/1r 1/r 1/t!• a/1e' Nps' 3116' 1/9" 1/B- 1/e' 3/19• 3/16" 3AV 1/B' 1/g'ohtw 3/16' 1/e' 1/e-3/16• 3/19• 3/19- 3/18- 3/1W 4/IV 3/19•gap 1/e• 1/d'aAe J/1e' e/1e- aAn' S/ID• b/Id Me" 1/d 1/r511 " ]/1s- 3/1e' ]/le" 3/16" S/Id ]/le• X—) OR (PCX—) t PIPE COLUMN SHOP SPLICE SE PLATE ITV. DAM2 -2 IIY. ND.aI I TYPICAL BASE PLATE CONNECTION EASE PLATE TO COLUMN WELD STD. GENERAL NOTES: 1. SEE FRAME CROSS SECTION FOR BOLTING PLATE THICKNESS AND NUMBER OF ROWS OUT AND IN. 2. MIN. BOLTING PLATE WIDTH = FLANGE SIZE (61' MIN.) 3. SIZE OF WELDS UNLESS NOTED ARE BASED ON MATERIAL THICKNESS by tha amount of the root opening} sA 1/Ir I 1/e" 3/11r 3/11! $/It' 1 1/4' 1 1/4' 1/4' I 1/4- I 1/4- I Ile Gaps > 3/16", corrective work fa required to bring parts i 3/4• 1 1/!t 1 1/d' 3/11r 3/1ir s/I+' 1 1/f I I/+• RAW 1Is/1� 6/16• 5/16. into ameptable contact. DATE 2/25/12 RLV. Nam GENERAL WELD REQUIREMENTS ICY. [MM -2 3 lotCV_ �. m TYPICAL NOTES MY. GAM'1 �• ND. aI WELD STD. TYPICAL SECTION THRU BUILT-UP MEMBERS THE VP ENGINEER'S SEAL APPLIES ONLY TO THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP THE WORK PRODUCT OF VP AND DESIGN AND BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE PERFORMANCE REQUIREMENTS SPECIFIED BY VP. APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED THE VP ENGINEER'S SEAL DOES NOT APPLY TO FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE EXCEPT TO ANY DESIGN OR PERFORMANCE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS REQUIREMENTS SPECIFIED BY VP. DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. GENERAL NOTES FL 0( 5F 1MM 2MI12 IMV."a°' VARIOUS RANDOM SHOP SPLICE SHOP SPLICE WELD STD. FLUSH - UNSTIFFENED TT_ a o a n a v a o o a s a o a s o a a D a D O D O D o v a o 11 12 13 14 51 52 53 54 EXTENDED - UNSTIFFEN ED O D O D O D G O O D O D O O a D 0 0 a s a 0 a s 4 0 0 4 a P 4 4 1133 O D O D D ap D 31 32 33 71 72 73 EXTENDED — STIFFENED (GUSSET) e o 19D O O a D O D a D a D a O O D D a v a a a o a 41 42 43 61 82 83 Minimum bolt spacing Is 3" U.N.O. SEE 'BOLTED END-PLATE CONNECTION" SECTION OF DE'SION CALCULATION FOR PLATE ID 4. oAT[-0 /13/14a. Na m BOLTED END—PLATE CONNECTION LAYOUT PERMIT SET- For Building Dept. Approval VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE I BV I DESCRIPTION I NTS 1/27/2016 SEDSheet 18:17:02 MRD50 BUILDER JOB # Modem Building Inc. 15-023777-01 CUSTOMERvveiss McNair DATE LOCATION 1127/2016 Chico, California EBUILDINGS DRAwwc.... PROJECT ."".dJob VARCO PRUDEN AEG FILENAME:i of BlueScope Buildings North America, Inc Weiss McNair Powdercoating Structure 'Ia1�J`i�. GIRT BELOW B' --------------- x}10 X 3/4" UNSLOT 10 HEX WASHER SDS 1.._ TYP.) B PLACES (BY DOOR SUPPLIER) I-- 1 FIELD CUT GIRT 2 1/2" DOOR I" �Mm it I DOOR SUB FRAME A GIRT BELOW B' (DBASE L—CUP- (TYP-) I BOTH SIDES �I L7wl, A 4- RELD NOTCH GIRT ) CUT GIRT (REF.) (REF.) I 1 DOOR OPENING r ----SEE APPROPRIATE DRAWING FOR LOCATION OF DOOR. HORIZONTAL SECTION AT 6'-0" OR BELOW GIRT NOTES: 1. LOCATE AND INSTALL DOOR AT THE APPROPRIATE LOCATION. 2. FIELD CUT AND NOTCH GIRT SO THAT IT CAN BE FIT INSIDE OF THE DOOR SUB FRAME. 3. INSTALL BASE -L—CLIP' AT DOOR SUBFRAME TO SUPPORT DOOR SIDE GIRT AT DESIRED HEIGHT. 4, INSTALL GIRT TO BASE 'L—CLIP" — INDICATES THE EXTERIOR FACE OF THE STRUMRALS TO WHICH THE PANELS ATTACH. — INDICATES THE EXTERIOR FACE OF THE STRUCTURALS TO WHICH THE PANELS ATTACH - INDICATES CENTER UNE THE VP ENGINEERS SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. OR I {x�xx4 WALL INSULATION WALL I IXXX 4-14 X (- PANEL II 1Kxx K HEX#3 POINT SDS xX�l (BY DOOR SUPPLIER) K I,Y, yy GIRT I I n _I.— — --- I I 11 II GIRT CUP DRIP j III (T 11 (BY DOOR SUPPLIER) GUTTER n n II II II II I _IL===11_II __HEADER ---Z__� TF_ SUB FRAME II o II I II II � 9116 FRAME 410 X 3/4' UNSLOT L_—___ -----J HEX WASHER SDS rYP�0 PLACES BY DDOOR SUPPLIER) -k,_ LL•AA] Z J FY BASE 'L—CLIP" DOOR, SUPPLIER) z �QLda o "I -1 11 o _ SECTON A—A = �I- ESS/0 Q Q A '1'le V 0 G) 064705 2 c� Ul * 1/28/2016 cIV o��`Q KNOCK F OR CA0 N THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE BY DESCRIPTION NTS 1/27/2016 SEDSheet 18:17:34 `'"iiAL*.7A✓V 0 PERMIT SET- For Building Dept. Approval B-081380 BUILDER JOB # Modern Building Inc. 15-023777-01 CUSTOMER-•eISS McNair DATE LOCATION W 1/27/2016 Chico, California BUILDINGS DRAWMCHECK PROJECT 1ei..e..—ee..��.,�- VARCOPRUDEN AEG. FILENAME: WBISS McNair POWderCOatln9 Structure I.lyiprl.of BlueScope Buildings North America, Inc Z—PURLIN'----Z—PURLIN ON NECTI ON TO PUR IN NOT BY BLUESCOPEANGLE HA 8 ONNECTI NOT BY !HANGER LOAD HANGER LOAD Z—PU RLIN FONNECTION TO PUR IN NOT BY BLUESCOPE )ENT PLATE OR STRAP kNOT BY BLUESCOPE) `HANGER LOAD WEB HANGERS FOR 1/2" DIAM. BOLT TO PURLIN CONNECTION-- MAX HANGER LOAD=15001bs PURLIN MUST BE SPECIFICALLY DESIGNED FOR LOADS GREATER THAN 500 LB, SEE NOTE #2. WIDE THROAT JTA C—CLAMP MUS BEND OR CO{{NNN BYRLIN LIP BLUESCOPFLANGE Z—PURLIN IDTH HALF FLANGE Z— PURLIN WIDTH FIELD DRILL HOLE FOR ROD IN BOTTOM DO NOT USE A HANGER DEVICE F G� OF PURLIAT CAU S DEFORMATION HANGER ROD (7 18' MAX HO(FLATTENING OF THIS FLANGE NOT BY BLUESCOPE) VERIFY OVERALL PURLIN DESIGN CAN TAKE APPLIED LOADS. SEE NOTE #2 MAXIMUM LOAD SUSPENDED FROM BOTTOM (LOCATED AT HALF—FLANGE WIDTH) FLANGE THICKNE35 MAX LOAD THICKNESS MAX LOAD 0.0607 11 abs 0.08B" 2001bs 0.0687 1201bs 0.D98" 2501bs 0.07Y 1401b e 0.079" 1801b s 0.113" 2501 bs FOR LOADS LOCATED MORE THAN HALF FLANGE WIDTH FROM WEB, USE HALF OF THE LOADS SHOWN ABOVE BOTTOM FLANGE CLAMP HANGER BOTTOM FLANGE ROD HANGER (TOP FLANGE SIMILAR) (TOP FLANGE SIMILAR) DO NOT USE ANY OF HE DETAILS ABOVE IF ROOF SLOPE IS GREATER THAN 4:12 Z—PURLIN RI FLANGE HALF FIA RI TBBLSPITAAMOVE FOR (NOBY BLUESCOPE) EACH PURLIN HANGER LOAD GENERAL NOTES 1. CONCENTRATED LOADS GREATER THAN 5001bs ON ANY SINGE PURLIN MUST BE EXPLICITLY LOCATED AND DESIGNED. FOR DURING DESIGN OF BUILDING SYSTEM. 2, SPECIFIED NTRACOLLATERAL TED LO D(Ibs); W� MAY BE COLLATTERALOLOAD (PSF) xNPURUN SPACING AS = Ibs/ft;LRE PURLINAX SPAN (ft . HANGERS H ULD BE SPACED APPROX. EQUAL IP IP I P r 11 I P P MAX= 0.5w1 P MAX= 0.4w1 P MAX= 0.25w1 r p r p r r r 1P r 6 OR MORE HANGERS PER PURLIN P MAX= 0.2w1 P MAX= 0.15w1 P MAX= W x HANGER SPACING EXAMPLE: A PIPE IS SUSPENDED FROM A PURLIN AT 3 LOCATIONS EQUALLY SPACED BAY SPACING = 24'-0" PURLIN SPACING = 5'-0" SPECIFIED COLLATERAL LOAD = 5 PSF W = 5 PSF x 5 FT = 25 PLF L = 24'-0' PMAX — 0.25 x 25 PLF x 24'-0" — 150 LBS AT EACH LOCATION THE PURLIN CAN SUPPORT 3 LOADS UP TO 150 LBS EACH. PICK A HANGER CONNECTION CAPABLE OF SUPPORTING ACTUAL APPLIED LOADS. 3. FOR LOADS GREATER THAN 250 Ibs, PURLINS MUST BE "BLOCKED" AT LOCATION OF LOAD TO PREVENT PURLIN ROTATION. 4. EQUIPMENT LOADS SHOULD BE OBTAINED FROM CERTIFIED EQUIPMENT DRAWINGS AND MANUFACTURER'S DATA. 5. Z—PURLINS WILL DEFLECT UNDER SNOW AND WIND LOADS. ITEMS THAT MAY BE DAMAGED DUE TO DEFLECTIONS, (EX. GAS LINES), VERIFY THAT PIPES OR SUSPENDED EQUIPMENT ARE COMPATIBLE WITH EXPECTED DEFLECTION RANGES (},1_/180). 6. THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) REQUIRES SPRINKLER HANGERS TO BE DESIGNED FOR A MINIMUM LOAD OF FIVE TIMES THE WEIGHT OF THE WATER—FILLED PIPE PLUS 250 POUNDS. THE HANGER ITSELF MUST COMBINATION WI PORTTH THIS SESILNADING T IS NOT NECESSARY TO DESIGN THE SUPPORTING MEMBER FOR THIS LOAD IN 7. SUSPENDED LOADS WILL NEED TO ,BE BRACED (TO THE PRIMARY FORCE RESISTING SYSTEM) FOR LATERAL STABILITY DUE TO EARTHQUAKES. S. HANGER DESIGN IS NOT THE RESPONSIBILITY OF BLUESCOPE. 9. TOP FLANGE HANGERS SHOULD BE AVOIDED ON BUILDINGS WITHOUT INSULATION SPACER BLOCKS ON TOP OF THE TOP FLANGE. IF TOP FLANGE HANGERS ARE REQUIRED, PLACE THE HANGERS AT THE ROOF PANEL MAJOR CORRUGATION LOCATION TO AVOID DAMAGING THE ROOF PANEL WITH THE HANGER WHEN THE ROOF PANEL IS LOADED OR WALKED ON. 10 HENBEAM TOP OF THE LAMPS OR OTHER CLAMP TO AVOID ROD HANGERS DAMAGINGG THEARE ROOFSED ON THE PANEL WITH TOP HE RODGE THE Z N THEOROOF OPANEL� ABOVET EXTEND S LADED OR WALKED ON. 11. 00 NOT HANG ANY TYPE OF CRANE, HOIST, CONVEYOR OR ANY MOVING LOADS FROM THE Z—PURLINS. 12. DO NOT HANG ANY LOAD FROM EBNA SUPPLIED PURLIN BRACES OR BRIDGING. 13. DO NOT WELD ANY PART OF THE Z—PURLIN. HANGER ASSEMBLY Z—PURLIN (NOT BY BLUESCOPE) 14. HOLES Ml S DOONOT FLAME CU6T" DIAMETER UNLESS AUTHORIZED BY BBNA ENGINEER. DRILL OR REAM HOLES WHEN HANGER LOAD DOUBLE PURLIN HANGERS VERIFY OVERALL PURLIN DESIGN CAN SUPPORT APPLIED LOADS. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. pFESSlp� A. SQ C64705� x G5 1/2s/2o1s 4�i CA��FD� PERMIT SET- For Building Dept. Approval VP Buildings 3200 Players Club Circle Memphis TN 38125 8'081465 DATE BY DESCRIPTION BUILDER JOB # Modern Building Inc. 15-023777-01 CUSTOME"Weiss McNair W DATE LOCATION 1/27/2016 Chico, California BUILDINGS DRAWN/CHECK PROJECT VARCO PRUDEN Weiss McNair AEG BUILDERS PO# A BlueScope Steel Company PAGE NTS TBD VPC VERSION: 2015.2b 43 1/27/2016 SEDSheet 18:18:34 .. Weiss McNair Powdercoating Structure 12-29.15- GENERAL 2:29: T5 THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. Op CA�� PERMIT SET- For Building Dept. Approval VP Buildings MB CONN. TO 111/2- RAKE BN M RAKE 71 th.GCJ�I �KT� S1 0"Im" 1 d117 IVSt s EAVE STRUT r BRACE STRAP LI 4 4 `q�9 O 3200 Players Club Circle Memphis TN 38125 h 8 b O O O BUILDER Modern Building Inc. JOB # Lill O O dO b o C5 V LOCATION Chico, California BUILDINGS VARCO PRUDEN DRAMCHECK AEG PROJECT Weiss McNair BUILDERS PO# M�IL p DJC1 "o -SE FDJC2- � DOOR (_ EASE ATTACHMENT EAP1 �(NSE ENDFRAME H METARC1 2 ESBS1 46 12 SLOPE F- B 1 /4- dep � 1/Z, 8 Q5 Z 1/�� < t n 10 lln� � o 0 o CS FAVE STRUT SHIM PLATE E S H BFRAME CLP F F C _ Td RRAFITR G C 18 _ INSET GIRT CUP LTE° �° Poc 1T G C 19 `iR GRT /UPAMB GC5 NCOLU NR FLG. CUP E GC53 VRRI 58 GIRTS CUP GC71 _ RAKE�" CHAN ESL CLP GC9 0 a 0 0 �s• JlQ` �� � fir+ Q a1� Q ��\�?' ��, �O .ij � dC> Rt CJRT CLP A GAGE ENDWALL GC91 / VARIABLE OUTSET GRT CLP GCD VARIABLE GCE INSET GIRT CLP CAGE F+OST GRT CLIP GCW1 11.fi INSET GIRT CUP GCZZ DIRT FILLER ANGLE GFA JAMB TQ COLUMN MISC: PLATE JC_ JAMB TO JTG1 GIRT CUP 81.5 - 8,5 ry d R � 0 4 , o It � Bal SJR_ saT�+ Q �• h �� 4j sir• %KJAMB CLIP IRTI.L JTG2 JAMB TO JTG3 GIRT CIDP 7 im' T CUP TCU JTG4 - 10 SIMPLE 5AVER FB CUP KMA1 GUSSETED PURLIN {SRT CUP PC4PC5 ANTI-RDLL PURUN CUP PC27 PURUN / CRT CUP PG1 PGV_GIRT VARIABLE PURUN11.57- GIRT CUP a FLAT WIDTH FIAT WIDTH FLAT HIP FRAME WIDTH OONNE13110N CIDP Q ` Q t f � 6 � Q o a � R � � -A- ED I til 'N ED 501 m �I 'A' � g'4 B ® 'A' / Q�pFESS/pN A 4f 510E VIEW SIDE VIEW ® SIDE VIEW i /�� �P�ID BEND LLOCJ A A BEND(D LOC 1BENd ED V O /� a C64705 ° z u, VARIABLE OUTSET GIR CORNER CLIP VCC_IWBBC2 CUP HIP FRAME CONNECTCN CUP 02H _ HIP FRANE CONNECTION CUP 06H _ LOC 10H _ K���"" v28/2016 `Q* THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. Op CA�� 1/27/2016 SEDSheet 18:19:05 .. Weiss McNair Powdercoating Structure PERMIT SET- For Building Dept. Approval VP Buildings B-081765 3200 Players Club Circle Memphis TN 38125 DATE BY DESCRIPTION BUILDER Modern Building Inc. JOB # 15-023777-01 1111E 'Weiss McNair DATE 1/27/2016 LOCATION Chico, California BUILDINGS VARCO PRUDEN DRAMCHECK AEG PROJECT Weiss McNair BUILDERS PO# A BlueScope Steel Company PAGE NTS TBD VPC VERSION: 2015.2b 44 1/27/2016 SEDSheet 18:19:05 .. Weiss McNair Powdercoating Structure SEALANT APPLICATION (TYPICAL) II II If CII DOOR ON bl CI i DOOR I OFF tiL / I 4 Y DD D a o E Y Y Y E E ti Y W E T-0" DDOR 4'-0" DOOR ELEVATIONS DOOR DOOR DI ID 0 r 1�-7'j 27-7* 7' 37-0' WIDE DOORS - LOCATED ON 1* -T MODULE i DOOR II II II I) f, DOOR 6° OFF tiL C II.+] 111 11II D D a o E w E 6'-0" DOUBLE DOOR i DOOR 4'-0° WIDE DOORS - LOCATED 8" OFF 1'-0" MODULE 4 DOOR DOOR Ir VLL t ANr-Lj THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. PANEL TO STRUCTURAL FASTENER DOOR ATTACH DRIP GUTTER WITH PANEL TO STRUCTURAL SUB FRAME FASTENER 24. O.G. LOCATE CFF PANEL MODULE INSULATION IS 5U8 FRAME RETAINED BETWEEN INSIDE HEADER SUB FRAME 12-14 X 1 1 4" CLOSURE (80130) AND PANEL WALL STRUC FNR AT Q I � BASE THIS LOCATION DRIP GUTTER , 37-0' - (13RDG3) * 4'-0" - (BRDG6) O r � ' — —ft * SEE DRIP GUTTER w Z2 DOOR 1/h❑TTI 2 PREPARATION DETAIL 2 I DRIP ME I GUTTER WALL PANEL IS RETAINED g b b LOCATION SECTION D—D VERTICALLY BY FRAME I AND SUB FRAME FIELD CUT PANEL ,I BASE �o I 4° H.M. DOOR WIDTH 4" I ANGLE 3'-0°, 4'-0' OR 6'-D" = SHOWN r 2- FIELD LOCATE z I THRESHOLD El CONCRETE FASTENER (TYP) (BY BUILDER) I -- ------ —�---fir k DOOR 'ULL PANEL) SEALANT APPLICATION (TYPICAL) d - 4 ° ° BASE TRIM a 4 , f •e SECTION C—C 2', D' 4--4' 1/4 SECTION E— E BASE ANGLE AND BASE TRIM CUTOUT DETAIL W7r /Q¢pFESSA //�p �pA.M q! 4 V 0 i 064705 X z w �- DRIP GUTTER t _7ZI (BRDG6) * 1/28/2016 DRIP GUTTER PREPARATION �TgTF 0FrCALNF°4�\Q FOR 4'-0" WIDE DOOR (ONLY) INDICATES CENTER LINE. 4 INDICATES THE EXTERIOR FACE OF THE STRUCTURALS 10 WHICH THE PANELS ATTACH. ►� INDICATES THE MODULE LINE OR PANEL SIDELAP. IMPORTANT NOTE: PANEL CUT FOR DRIP GUTTER PANEL CONDITION CUTTING DIMENSION FINISHED FLOOR 7-2 1/8. BOTTOM OF PANEL WITH BASE TRIM 7-2 5/8* BOTTOM OF PANEL WITH NO TRIM 7-2 5/8. 5 8 - BOTTOM OF PANEL WITH 1 112- CONCRETE NOTCH 7' 3 -5/8 - BOTTOM OF PANEL WITH CRIMP BASE BOTTOM 1 7' 4 1 /87 PANELING PREPARATION DETAILS INDICATE POSSIBLE LOGA11ONS FOR DOORS, BUILDER MUST DETERMINE WHICH DETAIL IS APPROPRIATE BEFORE PROCEEDING WITH PANEL PREPARATION. FIELD WORK NOTES: 1. FIELD CUT DOOR OPENING FROM FULL LENGTH PANELS AND NOTCH FOR DRIP GUTTER. 2. PREPARE DRIP GUTTER. (4'-0' DOORS ONLY) ERECTION SEQUENCE: STEP 1. ATTACH DRIP GUTTER. STEP 2. FIELD WORK PANELS AND INSTALL IN NUMBERED SEQUENCE SHOWN. SEE PANEL PREPARATION DETAILS. ERECTION TIP: HATH INSULATED WALLS, INSTALL PANEL CLOSURES BEFORE NOTES; INSTALLING PANELS 1. FIELD CUT DOOR OPENINGS AS INDICATED, SHADED CORRUGATION STEP 3. APPLY SEALANT (016688) CONTINUOUS AT PANEL TO DRIP GUTTER JOINT. INDICATES SIDELAP. 2. SEE DWG, B-081380 FOR GIRT CONNECTION AT 6'-0" OR LESS. PR KNOCK—DOWN AND PRE ASSY. D001 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE I BY I DESCRIPTION I NTS PERMIT SET- For Building Dept. Approval S-081372 BUILDER Modern Building Inc. CUSTOME eiss McNair LOCATION Chico, California PROJECT Weiss McNair BUILDERS PO# TBD JOB # 15-023777-01 DATE BUILDINGS I1/27/2 016 DRAWN/CHECK VARCO PRUDEN AEG. A BlueScope Steel Company PAGE wC VERSION: 2015.2b 45 1/27/2016 SEDSheet 18:19:38 Weiss McNairPowdercoatingStructure'la1°}Y9$O61UeJ°P`°°°"�'"°"°" c �---- 4 -� ^ v r 1 lip, 12 8�1 • T * Y—NOM. LENGTI I M la g L EL PARTS 70 BESHOP ASSEMBLED (LEFT HAND BFT HVNj 7/14' 1711- 711 Y� M THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP ti ra r GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS REQUIREMENTS SPECIFIED BY VP. DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, JOB # INCLUDING THE CORRECT USE OF TEMPORARY BRACING. 1114" CUSTOME I'IVeiss McNair DATE 1" S 1/27/2016 41/2h ; 00 I a' _ I DRAWN/CHECK AEG VARCO PRUDEN rE a AI7ANIS)k IF21M AT Ci11�C TRII.1 ET CAN4f'Y EAVE TRIM ET fX)kNFH IhIIM CT A (TRIM FAC) PE T F MAN$AFil7 DOCIP FLASHING D F FAVF A51.FMHI Y EA GAVE Fn.:Cln E F /a. 1Y� 6314' 1 —� h " ANGLE'k D E� tiN�l + 12 > Vx.16 �g ~k4,PV&FIES vnF{Il a Y'�1 1 11713' 4. �" 11 7 1/2" CAVE GUTTER E t/1V1: IFtlh1 _ [ET G GLITTE T CLCSURE _ HIGH CAVE HET TjiIM F!EAI'rFkTHIM HT_ HFAI7FHT}fIM HTS IN.i1UE �(�kN�� 1 C FFJ I wM — JANR TRIM T — _ 1� I M' J.�� { 3A. Roof Pad I - * .r 12 -� T1 r ` 314 "v G�4 �h,II � ANGLE'A' IL Ir _/4n � 1 CRESS sCCTI V {7 � 4,W • Li 0 , ASSEMBLY 318" 2 L a MFIAI I:t�MNFKCAP Imcci Fm MAb{)VF{Y IFtIM MAS�NRI'CAVCTRIM MWT MAFt]NFtYFIAF�HIN:i �)�I�I���:�»NI-K CBCT TRIM P,N�10(M.JRF PCA ANGLE sPKF PCNtFhlClJl PANEL MR � 1114" NOTE. SHOP SEAL 1 [JIM.11)12' 1 JOINTS WITHURCTHAN'CSFAI AN I3/4ANt�LF A iE1ra° 1S7" TIM L 4RGC • ;:E T GHAN(+FASHIN(i RC F Hl1Kt CLasIJHI: [RCL— RILIGI: ROLL C SHANiH� I RJM RHC hiAKF FAYL',IA f KF { N'UtJF RR 50FFIT EAVE FLASH E F �f)FFII FAV- I KIM [SET QO ESSIpti Q O �a A -4f 9� �.0 it "' �IEF5 w� '2'P �2 cr C64705 Z X 1" I 21/2" ,� w 1/za/2016 �� $FFFrmFTAI 1 RCF GE-11 RIDGE COVER S RCM soi+i I IRIM ST 8/)+11IKIM E(T.) STC TUF-LITETRIM FTLT WALT 10 ROOF FI ASHIN(i JWRF C1� �\Q TFO� F1'-AK I;AN (11007 *TRIM COLOR NOTE* 0 DESIGNATES COLOR SIDE THE VP ENGINEER'S SEAL APPLIES ONLY TO THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP THE WORK PRODUCT OF VP AND DESIGN AND BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE PERFORMANCE REQUIREMENTS SPECIFIED BY VP. APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED THE VP ENGINEER'S SEAL DOES NOT APPLY TO FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE EXCEPT TO ANY DESIGN OR PERFORMANCE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS REQUIREMENTS SPECIFIED BY VP. DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, JOB # INCLUDING THE CORRECT USE OF TEMPORARY BRACING. 1/27/2016 SEDSheet 18:20:06 Weiss MCNatr Powaercoaung btructure iz.za.io PERMIT SET- For Building Dept. Approval VP Buildings S-081766 3200 Players Club Circle Memphis TN 38125 DATE BY DESCRIPTION BUILDER Modem Building Inc. JOB # 15-023777-01 CUSTOME I'IVeiss McNair DATE 1/27/2016 LOCATION Chico, California P BUILDINGS DRAWN/CHECK AEG VARCO PRUDEN PROJECT Weiss McNair BUILDERS PO# A BlueScope Steel Company PAGE NTS TBD FII FAIGf,F VPC VERSION: 2015.2b ni GIinCnnnn Oil Ainne AInr1F 46 Amcnr� Inr 1/27/2016 SEDSheet 18:20:06 Weiss MCNatr Powaercoaung btructure iz.za.io ROOF/WALL STRUCTURAL FASTENER ROOF S11TCH FASTENER PANEL CLOSURES (T-2) #12-14 x 1 1/4", 5/16" HEX HD, SS CAP W/WASHER MARK NUMBER COLOR 097584SEE COLOR SUFFIX CHART BELOW (T -AB) #17-14 x 1", 5/16" HEX HD, SS CAP W/WASHER MARK NUMBER COLOR HWRELF_ SEE COLOR SUFFIX CHART BELOW MISC. STRUCTURAL FASTENERS ROOF/WALL STRUCTURAL FASTENER MARK NUMBER 10D = COOL ARCTIC WHITE (T-2) #12-14 x 1 1/2", 516" HEX HD, SS CAP W/WASHER 55307 (T-31/4-14 x 1 1/4". 3/8" HEX HD MARK 55309 (T-3� 1/4-14 x 2A, 3/8"HEX HD NUMBER COLOR 55310 (T-3) 1/4-1 4 x 3". 5/16' HEX HD 097585SEE COLOR SUFFIX CHART BELOW 55311 56101 T-3 1/4-14 x 4", 5/16" HEX HD (T-4.5) #12-24 x 1 1/4", 5/16" HEX HD COOL HEMLOCK GREEN 56104 (T-5) #12-24 x 1 1/2'. 5/16,HEX HD COOL EBONY 59227T-5 COOL IMPERIAL BLUE 1/4-28 x 3", 5/16 HEX HD 3' OUTSIDE PANEL CLOSURE 59228 T-5� 1/4-28 x 4"a 5/16' HEX HD INSIDE CLOSURE 55308 T -AB) 17-14 x 1', 5/16 HEX HD, SS CAP W/WASHER (BAG of 50) IT WALL STRUCTURAL FASTENER 58015 -11) 1/4-14 x 1 1/8", 5/16" HEX HD, SS CAP W/ 7/8" WASHER (T-2) #17/#12-14 x 1 7/8 STAND OFF 5/16" HEX HD, SS CAP W/WASHER MARK NUMBER COLOR 097597 SEE COLOR SUFFIX CHART BELOW ROOF/WALL STITCH FASTENER (T-1) 1/4-14 x 7/8", 516" HEX HD, SS CAP W/WASHER MARK NUMBER COLOR 097581 SEE COLOR SUFFIX CHART BELOW RIVETS BULB TITE STRUCTURAL BUND RIVET MARK NUMBER DESCRIPTION COLOR 55160 VP200 RIVET RV6604-6-8W OLYMPIC BULD TITE ALUMINUM 55181 VP205 RIVET RV6604-6-4W OLYMPIC BULD TITE COOL ARCTIC WHITE 55185 VP205 RIVET RV6604-6-4W OLYMPIC BULD TITE COOL DARK BRONZE 4M;1 M MARK NUMBER DESCRIPTION 016688 CRAY SKINNING ROOF STITCH FASTENER 016688 GRAY SKINNING (T-1) 1/4-14 x 1 1/8', 5/16" HEX HD, SS CAP W/WASHER 025392 WHITE NON -SKINNING MARK 80507 BRONZE SKINNING NUMBER COLOR 80531 FLEXIBLE FLASHING 097582__ SEE COLOR SUFFIX CHART BELOW SILICONE ADHESIVE (GRAY) COLOR SUFFIX CHART SUFFIX COLOR 10D = COOL ARCTIC WHITE 101 = COOL EGYPTIAN WHITE 102 = COOL COTTON WHITE 103 = COOL COLONIAL RED 104 = COOL STRAW GOLD 105 = COOL DARK BRONZE 106 = COOL WEATHERED COPPER 107 = COOL BERMUDA GREEN 108 = COOL HEMLOCK GREEN 109 = COOL LEAF GREEN 110 = COOL EBONY 111 = COOL IMPERIAL BLUE MARK NUMBER DESCRIPTION 80130 PANEL RIB 3' INSIDE CLOSURE 80140 PANEL RIB 3' OUTSIDE CLOSURE 80360 VEE RIB 3' INSIDE CLOSURE 80362 VEE RIB 3' OUTSIDE CLOSURE 80140 RPR 3' INSIDE PANEL CLOSURE 80130 RPR 3' OUTSIDE PANEL CLOSURE 80135 SSR FOAM INSIDE CLOSURE 80136 SSR HARD RUBBER INSIDE CLOSURE HWRFC HWR FOAM INSIDE CLOSURE HWRHRC HWR HARD RUBBER INSIDE CLOSURE POP RIVETS POP RIVET 1/8 x 3/8" MARK NUMBER COLOR 097580SEE COLOR SUFFIX CHART BELOW TAPE MASTIC MARK NUMBER DESCRIPTION 042 715 1 /8" X 1 1/2' X 40' ROLL SUFFIX COLOR 80345 1/8" X 1" X 28" BOX OF 100 112 =COOL GRANITE GRAY 200 LINEAL FEET OF COVERAGE PER BOX ) 113 =COOL SIERRA TAN 80347 1/8" X 1" X 9" (50) AND 3" (150 BOX A. 115 = COOL COLBALT BLUE 100 LINEAR FEET OF COVERAGE PER BOX A' qo 116 = COOL ZINC GRAY 027893 1/8- X 1" X 25' ROLL 1 ��� o G) 117 = COOL COPPER PENNY " !' a a: C64705 >c z 025390 3/16 X 1 /4 X44 ROLL 118 = COOL METALLIC SILVER HWRELM 1 /8" X 1 1 /2" X 30' ROLL U1 119 = COOL BADE GREEN y` 1128/2016 'k 120 = COOL BRIGHT RED CIV 121 = COOL PARCHMENT ATF of CAL�Fo� 122 = COOL OLD TOWN GRAY UNPNTD = UN PAINTED SPR = SPECIAL REQUEST THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE I BY I DESCRIPTION NTS PERMIT SET- For Building Dept. Approval S-081767 Modern Building Inc. CUSTOME Weiss McNair LOCATION Chico, California PROJECT Weiss McNair BUILDERS PC# TBD 15-023777-01 DATE 2ull_DINGS 1/27/2016 DRAWN/CHECK gVARC:O PRUDEN AEG. A BlueScope Steel Company I PAGE VPC VERSION: 2015.2b 47 1/27/2016 .SEDSheet 18:20:44 Weiss McNair Powdercoating Structure 1'2:29.15- ENGINEER MANNING ENGINEERING 2540 ZANELLA WAY, SUITE 10 CHICO, CA 95928 PHONE: 530/893-5937 FAX 530/891-5925 CONTACT: TOM MANNING EMAIL: tom@mamngengreering.net CONTRACTOR MECHANICAL MODERN BUILDING COMPANY 3083 SOUTHGATE LANE CHICO, CA 95927 PHONE: 530/891-4533 FAX 530/891-6834 CONTACT: JEFF HAYES EMAIL: Jeff@modembui&ginc.com McCLELLAND AIR CONDITIONING, INC. 801 MARAUDER STREET CHICO, CA 95973 PHONE: 530/891-6202 FAX 530/891-5137 CONTACT: DON FOWLER EMAIL: don@rncclellandaecom ELECTRICAL AGRI ELECTRIC 11011 MIDWAY CHICO, CA 95928 PHONE: 530/342-4203 FAX 530/342-5117 CONTACT: MATT THORPE EMAIL: matt@agrielectric.com A.B. ANCHOR BOLTS G/L GLU-LAMINATED psf POUNDS PER SQUARE FOOT ABT. ABOUT G/N GANG -NAIL PSL PARALLEL STRAND LUMBER AGGR. AGGREGATE GYP. GYPSUM P/T POST TENSIONING ANC. ANCHOR HD. HOLD DOWN P.T.D.F. PRESSURE TREATED DOUGLAS FIR APPROX. APPROXIMATE HDR HEADER PFB. PRE -FABRICATED AOR ARCHITECT OF RECORD H.S.B. HIGH STRENGTH BOLTS RAD, r. RADIUS ARCH. ARCHITECT HSS HOLLOW STRUCTURAL SECTION REF. REFERENCE, REFER TO ASPH. ASPHALT HT. HEIGHT REINF. REINFORCING ASSY. ASSEMBLY HORIZ. HORIZONTAL REBAR REINFORCING STEEL BAR BD. BOARD IBC INTERNATIONAL BUILDING CODE RF ROOF BLDG. BUILDING I.D. INSIDE DIAMETER RS ROUGH SAWN BLK BLOCK I.F. INSIDE FACE REQ'D. REQUIRED BLK'G. BLOCKING IN. INCH REV. REVISED, REVISION BM. BEAM INT. INTERIOR R.H.WS. ROUND HEAD WOOD SCREWS B.N. BOUNDARY NAIL J.H. JOIST HANGER RM. ROOM BOT. BOTTOM JST. JOIST SAD SEE ARCHITECTURAL DRAWING BR'G. BEARING JT. JOINT S.B. SOLID BLOCKING BTWN. BETWEEN K KIP, KILO -POUND SCHED. SCHEDULE CANTIL CANTILEVER L.D.P. LICENCED DESIGN PROFESSIONAL SDS SIMPSON STRONG DRIVE SCREW CBC CALIFORNIA BUILDING CODE L.L. FLOOR (OR ROOF) LIVE LOAD SECT. SECTION C.L. CONSTRUCTION LOAD L.L.H. LONG LEG HORIZONTAL SHT. SHEET CLG. CEILING L.LV. LONG LEG VERTICAL SHT'G. SHEATHING CLR. CLEAR LT. LIGHT SIM. SIMILAR C.M.U. CONCRETE MASONRY UNIT LT.WT. LIGHT WEIGHT S.L. ROOF (OR DECK) SNOW LOAD COL COLUMN L.L LIVE LOAD S.O.G. SLAB ON GRADE C.J. CONTROL JOINT LOCS. LOCATIONS SPEC. SPECIFICATION CONC. CONCRETE LSL LAMINATED STRAND LUMBER SQ. SQUARE CONN. CONNECTION LVL LAMINATED VENEER LUMBER STD. STANDARD CONST. CONSTRUCTION MACH. MACHINE STL. STEEL CONT. CONTINUOUS MATL MATERIAL STIFF. STIFFENER CSK COUNTERSINK MAX MAXIMUM STRUCT. STRUCTURAL DBL DOUBLE M.B. MACHINE BOLT S.T.S. SELF -TAPPING SCREW D.F. DOUGLAS FIR, LARCH MECH. MECHANICAL SW SHEAR WALL DIA. DIAMETER MEZZ. MEZZANINE SYM. SYMMETRICAL DIAD. DIAGONAL MFGR. MANUFACTURER T & B TOP & BOTTOM DIM. DIMENSION M.I.W. MALLEABLE IRON WASHER T & G TONGUE & GROOVE D.L. DEAD LOAD MIN. MINIMUM T.F.J.H. TOP FLANGE JOIST HANGER DEMO DEMOLISH, DEMOLITION mph MILES PER HOUR THK THICK do REPEAT MISC. MISCELLANEOUS T.N. TOE NAIL DR DEEP MTL METAL T.O.FTG. TOP OF FOOTING DRWG. DRAWING (N) NEW T.0.? TOP OF PLATE DTL DETAIL NO. NUMBER T.O.PLY. TOP OF PLYWOOD (E) EXISTING NOM. NOMINAL T.O.S. TOP OF SLAB EA EACH N.SA NELSON STUD ANCHOR T.O.W. TOP OF WALL E.F. EACH FACE N.T.S. NOT TO SCALE T.O.STL TOP OF STEEL ELEV. ELEVATION o.c. ON CENTER TS TUBE STEEL, SEE 'HSS' E.N. EDGE NAIL O.D. OUTSIDE DIAMETER TYR TYPICAL E.O.R. ENGINEER OF RECORD O.F. OUTSIDE FACE U.N.O. UNLESS NOTED OTHERWISE E.W. EACH WAY O.H. OPPOSITE HAND U.O.N. UNLESS OTHERWISE NOTED EXT. EXTERIOR OPN'G OPENING VERT. VERTICAL FDN. FOUNDATION OPP. OPPOSITE WD. WOOD F.F. FINISH FLOOR ORIG. ORIGINAL W.P. WORK POINT F.G. FINISH GRADE OSB ORIENTED STRAND LUMBER w/ WITH FLR. FLOOR O.W.G. OPEN WEB GIRDER w/o WITHOUT F.N. FIELD NAIL O.W.J. OPEN WEB JOIST W/S WIND/SEISMIC F.O.C. FACE OF CONCRETE o/ OVER W, WF WIDE FLANGE STEEL SECTION F.O.M. FACE OF MASONRY PEN. PENETRATION W.W.F. WELDED WIRE FABRIC F.O.S. FACE OF STUD PERP. PERPENDICULAR & AND FRMG FRAMING PLCS. PLACES @ AT FT. FOOT PLY. PLYWOOD x BY FTGL FOOTING P.M.D. PLY -METAL DRILLERS Q_ CENTERLINE FUR. FURRING plf POUNDS PER LINEAL FOOT 0 DIAMETER ga. GAGE PRL. PARALLEL = EQUALS GALV. GALVANIZED p.s.f. POUNDS PER SQUARE FOOT # POUNDS, NUMBER F_ PLATE ABBREVIATIONS PLAN SYMBOLS MODULE LOCATION PLUMBING CUMMINGS COMPANY, INC. 2280 IVY STREET, SUITE 170 CHICO, CA 95928 PHONE: 530/898-9657 FAX 530/8157 CONTACT: MICHAEL CUMMINGS EMAIL: mike@curnmilgscompanycom EQUIPMENT AFC FINISHING SYSTEMS 250 AIRPORT PARKWAY OROVILLE, CA 95965 PHONE: 800/331-7744 FAX 530/533-0179 CONTACT: JOSH FREEMAN EMAIL: joshuaf@afc-ca.com CPR SYSTEMS 1400 SOUTH MAIN STREET SOUTH BEND, IN 46613 PHONE: 574/233-9111 FAX: 574/233-3899 CONTACT: JEVON A COGDELL EMAIL Ovoncogdell@cprsystemsonrne.com GENERAL CONDITIONS I ALL PHASES OF THE WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE 2013 CALIFORNIA BUILDING CODE, AS WELL AS ALL OTHER APPLICABLE LOCAL, MUNICIPAL, STATE AND FEDERAL REGULATIONS. ALL WORK IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING DEPARTMENT AND FIELD INSPECTOR. 2. ICC -ES REPORTS, ASTM SPECIFICATIONS, IBC AND CBC STANDARDS REFERENCED IN THESE DRAWINGS SHALL BE OF THE LATEST REVISION. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND EXISTING CONDITIONS AT THE JOB SITE PRIOR TO STARTING CONSTRUCTION. NOTED DIMENSIONS TAKE PRECEDENCE OVER THE APPARENT SCALE OF A DRAWING COMPONENT. DO NOT SCALE DRAWINGS. ANY DISCREPANCIES OR INCONSISTENCIES FOUND SHALL BE BROUGHT TO THE ENGINEERS ATTENTION BEFORE WORK PROCEEDS. 4. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE UNLESS OTHERWISE INDICATED. THEY DO NOT SPECIFY METHODS OF CONSTRUCTION. THE CONTRACTOR SHALL TAKE ALL NECESSARY STEPS AND PRECAUTIONS TO MAINTAIN THE STABILITY OF THE STRUCTURE AND PROTECT WORKMEN AND OTHER PERSONS DURING CONSTRUCTION. SPECIFIC ITEMS TO BE CONSIDERED SHALL INCLUDE, BUT NOT BE LIMITED TO, THE ADEQUACY OF ALL FORMS, SCAFFOLDING, AND SHORING FOR CONSTRUCTION EQUIPMENT; SHORING OF TILT -UP WALLS; AND TEMPORARY LATERAL BRACING OF THE STRUCTURE. 5. THE ENGINEER IS RESPONSIBLE FOR SPECIFIC STRUCTURAL ITEMS ONLY. ANY CHANGES MADE TO THE PLANS OR CALCULATIONS WILL REQUIRE A REVIEW AND APPROVAL BY THE ENGINEER. IF ANY CHANGES ARE MADE WITHOUT THE ENGINEERS APPROVAL, THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. 6. DEPENDING ON THE SCALE OF THE PROJECT, MECHANICAL, ELECTRICAL, AND PLUMBING (M.E.P.) DRAWINGS MAY OR MAY NOT BE INCLUDED IN THE DRAWING SET. THE DRAWING INDEX VERIFIES WHICH SHEETS SHOULD BE INCLUDED IN THE DRAWING SET. IF NO M.E.P. DRAWINGS ARE INCLUDED, IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND HIS SUBCONTRACTORS TO INSURE THAT ALL WORK IS PERFORMED IN COMPLIANCE WITH THE APPLICABLE CODES. IF M.E.P. DRAWINGS ARE INCLUDED, SUCH DRAWINGS ARE SUPPLEMENTAL TO THE ARCHITECTURAL AND STRUCTURAL DRAWINGS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER OR ENGINEER FOR CLARIFICATION. 7. DEPENDING ON THE SCALE OF THE PROJECT, REFER TO THE ENERGY COMPLIANCE SHEETS FOR THE REQUIREMENTS ASSOCIATED WITH CALIFORNIA TITLE 24 ENERGY REQUIREMENTS. 8. REVIEW OF STEEL SHOP DRAWINGS AND CALCULATIONS BY THE ENGINEER DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS. THIS REVIEW IS ONLY A CHECK FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS; SELECTING FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION; COORDINATING HIS WORK WITH THAT OF OTHER TRADES; AND PERFORMING HIS WORK IN A SAFE AND SATISFACTORY MANNER. 9. IF CERTAIN MINOR DETAILS OF CONSTRUCTION ARE NOT FULLY DESCRIBED ON THE DRAWINGS OR CALLED FOR IN NOTES OR SPECIFICATIONS, THEIR CONSTRUCTION SHALL RESEMBLE SIMILAR CONDITIONS THAT ARE FULLY SHOWN AND SHALL BE REVIEWED BY THE ENGINEER. QUALITY ASSURANCE 1. QUALITY ASSURANCE WILL BE ACCOMPLISHED THROUGH THE USE OF SPECIAL INSPECTION, MATERIALS TESTING, THE ENGINEERS REVIEW OF SUBMITTALS, AND STRUCTURAL OBSERVATION. IN ADDITION, THE CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND OWNER PRIOR TO THE COMMENCEMENT OF WORK IN ACCORDANCE WITH SECTION 1706 OF THE 2013 CBC. SPECIAL INSPECTION 1. SPECIAL INSPECTION AND ASSOCIATED MATERIALS TESTING SHALL BE PERFORMED BY A QUALIFIED PERSON OR AGENCY DESIGNATED BY THE OWNER, WHO SHALL DEMONSTRATE COMPETENCE TO THE SATISFACTION OF THE BUILDING OFFICIAL AND ENGINEER OF RECORD FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION PRIOR TO START OF WORK - 2. STRUCTURAL WELDING: ALL SHOP AND FIELD WELDING SHALL REQUIRE CONTINUOUS OR PERIODIC INSPECTION PER TABLE 1704.3 OF THE 2013 CBC UNLESS FABRICATOR IS AN APPROVED SHOP LISTED BY ICBOACC, AISC, COLA, OR OTHER NATIONALLY -RECOGNIZED AGENCY. APPROVED FABRICATOR CERTIFICATES MUST BE PROVIDED WITH A COMPLETED SPECIAL INSPECTION FORM PRIOR TO START OF WORK. PAINT BOOTH BUILDING for WEISS McNAIR HARVESTING EQUIPMENT 100 LOREN AVENUE CHICO, CA 95928 APN: 040-400-073-000 PROJECT...: LOCATION VICINITY MAP SCOPE OF WORK: THIS PROJECT SHALL CONSIST OF THE CONSTRUCTION OF A NEW METAL BUILDING ON A CONCRETE SLAB FOUNDATION. THE PRIMARY FRAME AND SHELL FRAMING SYSTEMS ARE DESIGNED BY VP BUILDINGS. THE FOUNDATION SYSTEMS ARE DESIGNED BY MANNING ENGINEERING THE POWDER COATING EQUIPMENT IS DESIGNED BY AFC FINISHING SYSTEMS AND CPR SYSTEMS. THE SCOPE OF WORK SHALL INCLUDE ALL TRADES NECESSARY TO COMPLETE THE STRUCTURE. GOVERNING CODES: 2013 CALIFORNIA BUILDING CODE 2013 CALIFORNIA ELECTRICAL CODE 2013 CALIFORNIA MECHANICAL CODE 2013 CALIFORNIA PLUMBING CODE JURISDICTION DATA: JURISDICTION - COUNTY OF BUTTE ASSESSORS PARCEL NUMBER 040-400-073-000 ZONING - HI (HEAVY INDUSTRIAL) C.D.F. - SRA - NO FLOOD ZONE -'X" BUILDING USE: PAINT BOOTH FOR HOUSING POWDER COATING EQUIPMENT OCCUPANCY CLASS (SECTION 306.2) (E) WASH STATION BUILDING (ADJACENT) F-1 (N) PAINT BOOTH BUILDING F-1 CONSTRUCTION TYPE (SECTION 6022) (E) WASH STATION BUILDING (ADJACENT) II -B (N) PAINT BOOTH BUILDING II -B PROPOSED AREAS AND DESCRIPTION (TABLE 503) MATERIAL SYMBOLS (E) WASH STATION BUILDING (ADJACENT) 1,000 SQ. FT. SHEET LOCATION 3. HIGH-STRENGTH BOLTING: THE INSTALLATION OF ALL HIGH-STRENGTH BOLTS SHALL REQUIRE (N) PAINT BOOTH BUILDING 11225 SQ. FT. CONTINUOUS OR PERIODIC INSPECTION PER TABLE 1704.3 OF THE 2013 CBC. TOTAL AREA 12,225 SO. FT. < 17,500 SQ. FT. O.K. MODULE LOCATION (NO AREA SEPARATION REQ'D) �— CUT DESIGNATION 4. POST -INSTALLED CONCRETE ANCHORS: THE INSTALLATION OF ALL POST -INSTALLED SHEET LOCATION CONCRETE CONTINUOS PLATE EXPANSION AND EPDXY ANCHORS INTO CONCRETE SHALL REQUIRE SPECIAL INSPECTION IN SOUTH EXTERIOR WALL ADJACENT TO PROPERTY LINE (TABLE 602) : h ACCORDANCE WITH THEIR ASSOCIATED ICC -ES REPORT AND SECTION 1704.15 OF THE 2013 CBC. 5'-0" <- FIRE SEPARATION DISTANCE < 10'-0" = 1 -HOUR CONSTRUCTION REQ'D COLUMN GRID GYP. BOARD EXPOSED WOOD MATCH LINE GENERAL NOTES MASONRY II1-1 —I1-1 1I=1il < DESIGN CRITERIA AREA OF BUILDING III—ITI—I11_III SHOWN ON SHEET III I III I I —11 I SOIL WIND LOADS USED IN THE DESIGN OF THIS STRUCTURE ARE BASED ON THE FOLLOWING OFFICE ROOM NAME BATT INSULATION oo ° 000 ° oo GRAVEL 2013 CBC CRITERIA 00 00 ROOM NUMBER BASIC WIND SPEED = 110 mph RIGID INSULATION ASPHALT PAVING EXPOSURE CATEGORY = C DOOR TAG GLAZING OR ARCHITECTURAL 2. SEISMIC LOADS USED IN THE DESIGN OF THIS STRUCTURE ARE BASED ON THE FOLLOWING / I ORIENTED STRAND BOARD SPECIALTY AS NOTED 2013 CBC CRITERIA TOC TOS SPOT ELEVATIONS MAPPED SPECTRAL RESPONSE STEEL OR METAL APA RATED SHEATHING ACCELERATIONS: Ss = 0.597g ELEVATION S, = 0.2608 LOCATION BENCHMARK ELEVATION SITE CLASS = D BLOCKING LANDSCAPING- AS NOTED 3. THE FOUNDATION DESIGN OF THIS BUILDING IS BASED DESIGN CRITERIA PROVIDED IN THE —631 -ft I%% X I0 Cad 000 SHTT CONTENTS STRUCTURAL S-1 COVER SHEET AND PROJECT DATA S-2 SITE PLAN S-3 PARTIAL FOUNDATION PLAN & NOTES S-4 PARTIAL FOUNDATION PLAN S-5 FOUNDATION DETAILS S-6 EXTERIOR ELEVATIONS & BUILDING SECTION MECHANICAL M-1 PARTIAL MECHANICAL PLAN M-2 PARTIAL MECHANICAL PLAN M-3 MECHANICAL EXTERIOR ELEVATIONS ELECTRICAL E-0 SITE ELECTRICAL PLAN E-1 PARTIAL ELECTRICAL PLAN E-2 PARTIAL ELECTRICAL PLAN E-3 ELECTRICAL SCHEDULES E-4 TITLE 24 DOCUMENTS PLUMBING P-1 PARTIAL PLUMBING PLAN P-2 PARTIAL PLUMBING PLAN EQUIPMENT Sheet -1 AFC - COVER SHEET Sheet -2 AFC - EQUIPMENT ELEVATIONS Sheet -3 AFC - POWDER COATING OVEN Sheet -4 AFC - POWDER COATING CARTRIDGE BOOTH Sheet -5 AFC - DRY -OFF BOOTH Sheet -6 AFC - POWDER COATING OVEN ELECTRICAL Sheet -7 AFC - POWDER COATING CARTRIDGE BOOTH ELECT. Sheet -8 AFC - DRY -OFF BOOTH ELECTRICAL Sheet -9 AFC - PRETREATMENT/WASH BOOTH ELECTRICAL Sheet -10 AFC - CODE REQUIREMENTS Sheet -11 AFC - EQUIPMENT DETAILS Sheet -12 AFC - EQUIPMENT DETAILS Sheet -13 AFC - WASH BOOTH/PRETREATMENT 12-2015-001 CPR SYSTEMS - PLAN VIEW 12-2015-002 CPR SYSTEMS - ISOMETRIC VIEW i . TOPOGRAPHIC GEOTECHNICAL REPORT BY: ATTACHMENTS CONTOUR ELEVATION APPLIED TESTING CONSULTANTS STRUCTURAL CALCULATIONS - MANNING ENGINEERING • • PROPERTY LINE 3060 THORNTREE DRIVE, SUITE #10 CHICO, CA 95973 PERMIT DRAWINGS (1/27/2016) - VP BUILDINGS DAUTERMAN/WEISS McNAIR PROJECT, DATED 07-25-12 STRUCTURAL DESIGN DATA (1/20/2016) - VP BUILDINGS PLAN SYMBOLS AND GRAPHICS LEGEND DESIGN CRITERIA CODE SUMMARY DRAWING INDEX ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE THE SOLE PROPERTY OF MANNING ENGINEERING. THEY WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THIS SPECIFIC PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF MANNING ENGINEERING. COPYRIGHT © 2016 MANNING ENGINEERING G v y Building Company General Contractors Revisions Date BLDG DEPT. SUBMITTAL 02-03-16 L 4O 02-03-16 ds N Z z W..Ln H 15-6149 0 c ob O z M M USi US 00 a, 00 00 •N Wfn CO U Q O � W � z Q O Z WU o U � c 'E (� W O K � Cd M E V z Z VCYN 'n W V 00 o U L cV Z M Ln z COUNTY z FEB 0 5 2016 z DEVELOPMENT SERVICES G v y Building Company General Contractors Revisions Date BLDG DEPT. SUBMITTAL 02-03-16 L 4O 02-03-16 Drawn By: TWM Z JH W 00 15-6149 0 W O z M M J Q W LO r-- > O CO U Q O z Q O U) WU o 0O 0 W o J U 00 3:0 2 z F- aCD (d)z, Z BUTTE COUNTY FEB 0 5 2016 DEVELOPMENT SERVICES �— Q W W D C6 U) W U O -� U O Date: 02-03-16 Drawn By: TWM Checked By: JH Job No.: 15-6149 SM I D r F rn � D `n m m rn M z Z -o 3 m D zZ G) m_ m -1 m m� z O z C7 v Z D z ;u m M m m > M m C Z T Z X m m m m mOv co 0 Z -11 C r (n Z z D Z M Z S 0 m O m v (n ° D x 0A= umm � r D z m z Z � z Z Q m z m m ;am 27 z O m ' m 00 m x N m 0 m m v m --� O Z r 0 m v D W z —� v N v O < �O � p O 1I 0 m v T O C m O z D v FA O z z O z m a O I I D z G) m K m z (n O D z (n (n S D r r (p m C (n m v (p O v U) n r O Zn m v O D z x O z z to TE PLAN 347' Li 0 0 1 0 N 0 I 0 I 0 0 0 e r- 0 m m Z D m o PAINT BOOTH BUILDING for ENGINEERINGm �MANNING m= - Q 4 WEISS McNAIR 100 LOREN AVENUE o� � 0 W �� No. o 2540 ZANELLA WAY, SUITE 10 D ff� \14 * EXP. 12-31-16 * CHICO, CA 95928-7194 CHICO, CA 95928 r� s�qT ���"' FOF�A%-%I 530-893-5937, (F) 530-891-5925 APN: 040-400-073-000 www.manningengineering.net "I (i 1 3 � t N O s i r . t > i � r t TE PLAN 347' Li 0 0 1 0 N 0 I 0 I 0 0 0 e r- 0 m m Z D m o PAINT BOOTH BUILDING for ENGINEERINGm �MANNING m= - Q 4 WEISS McNAIR 100 LOREN AVENUE o� � 0 W �� No. o 2540 ZANELLA WAY, SUITE 10 D ff� \14 * EXP. 12-31-16 * CHICO, CA 95928-7194 CHICO, CA 95928 r� s�qT ���"' FOF�A%-%I 530-893-5937, (F) 530-891-5925 APN: 040-400-073-000 www.manningengineering.net O Co CV 41'-0" (E) WASH STATION BUILDING SPREAD FOOTING SCHEDULE FOOTING SIZE DEPTH REINFORCEMENT O 36" 3 - #5's EA WAY T & B b 36" BL 6-0'x 5'-0" 36" 5 - #5's EA WAY 0 T & B - - 41'-0" (E) WASH STATION BUILDING SPREAD FOOTING SCHEDULE FOOTING SIZE DEPTH REINFORCEMENT 2-6" x 3-0" 36" 3 - #5's EA WAY T & B 2'-6" x 5'-0" 36" #51s 0 12"o.c. EA WAY T & B 6-0'x 5'-0" 36" 5 - #5's EA WAY 0 T & B (E) WASH STATION 1 THE FOUNDATION DESIGN OF THIS BUILDING IS BASED ON FRAME COLUMN REACTIONS PROVIDED BY THE FOLLOWING METAL BUILDING MANUFACTURER: VP BUILDINGS 3200 PLAYERS CLUB CIRCLE MEMPHIS, TN 38125-8843 JOB NO. 15-023777-01, DATED 01/18/2016 2. THIS DRAWING REPRESENTS THE FOUNDATION DESIGN ONLY. SEE THE METAL BUILDING MFGRS ANCHOR BOLT SETTING PLAN FOR LOCATION OF COLUMNS AND ANCHOR BOLTS RELATIVE TO THE GRIDLINES SHOWN IN THIS PLAN. 3. THE FOUNDATION DESIGN OF THIS BUILDING IS BASED ON DESIGN CRITERIA PROVIDED IN THE GEOTECHNICAL REPORT PREPARED BY: APPLIED TESTING CONSULTANTS 3060 THORNTREE DRIVE, SUITE #10 CHICO, CA 95973 DAUTERMAN/WEISS McNAIR PROJECT, DATED 07-25-12 4. ALL EARTHWORK GRADING, NATIVE SOIL PREPARATION AND ENGINEERED FILL CONSTRUCTION AND PLACEMENT SHALL BE DONE IN COMPLIANCE WITH THE GEOTECHNICAL REPORT. PAINT BOOTH BUILDING (EAST) PARTIAL FOUNDATION PLAN & NOTES 23-0" 24'-0" FOUNDATION NOTES 32'-6" d 1 IP11 In .A/Af 1 APPr\ Inl V 5. THE EXPOSED SUB -GRADES SHALL BE MOISTURE CONDITIONED AND COMPACTED TO A MINIMUM 10. MINIMUM ULTIMATE COMPRESSIVE STRENGTH SHALL BE AS FOLLOWS: OF 90% RELATIVE COMPACTION. ALL FOUNDATIONS SHALL BEAR ON A MINIMUM OF 12 INCHES PSI DAYS OF NON -EXPANSIVE, COMPACTED OR UNDISTURBED, NATIVE SOIL. A FOOTINGS 3,000* 28 6. ALL FOUNDATION EXCAVATIONS SHALL BE CLEAN AND LEVEL AND ARE SUBJECTED TO B. SLABS -ON -GRADE 3,000* 28 * DESIGN STRENGTH = 2,500 psi INSPECTION AND APPROVAL BY THE LOCAL BUILDING OFFICIAL PRIOR TO PLACEMENT OF C. LEAN CONCRETE FILL 1,000 28 CONCRETE. 11. PROJECTING CORNERS OF ALL CONCRETE MEMBERS SHALL BE FORMED WITH 3/4" CHAMFER 7. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT ADDITION OF UNLESS DETAILED OTHERWISE. THE ACI MANUAL OF CONCRETE PRACTICE. 12. THE OUTSIDE DIAMETER (O.D) OF CONDUIT OR PIPE PLACED IN THE PLANE OF A SLAB -ON -GRADE 8. ALL CONCRETE MIXES SHALL UTILIZE TYPE II PORTLAND CEMENT CONFORMING TO ASTM C150. SHALL NOT EXCEED 30% OF SLAB THICKNESS UNLESS SPECIFICALLY DETAILED OTHERWISE AND AGGREGATES SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE FOR FOOTINGS AND SHALL BE LOCATED IN MIDDLE 1/3 OF SLAB. CLEAR SPACING BETWEEN ADJACENT CONDUITS OR MASS CONCRETE SHALL NOT EXCEED 1-1/2". PIPES SHALL BE TWICE THE LARGER O.D. MINIMUM, UNLESS OTHERWISE NOTED ON PLANS. 7. ALL CONCRETE MIXES SHALL HAVE A MAXIMUM WATER TO CEMENT RATIO OF 0.575, AND SHALL 13. SURFACES OF JOINTS REFERENCED AS 'COLD JOINTS', SHALL BE TROWELED OR OTHERWISE HAVE AN ENTRAPPED AIR CONTENT OF 1.5%. ADDMIXTURES USED SHALL BE SUBJECT TO PRIOR FINISHED SMOOTH WITH 2 LAYERS OF BUILDING PAPER BETWEEN SURFACES. ALL OTHER APPROVAL BY THE ENGINEER OF RECORD. CONCRETE JOINTS SHALL BE ROUGHENED TO 1/4" +/- AMPLITUDE UNLESS OTHERWISE NOTED. 8. REINFORCING BARS, ANCHOR BOLTS AND CONCRETE INSERTS SHALL BE PROPERLY LOCATED 14. REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60 IN ALL CONCRETE UNLESS AND SECURELY FASTENED IN POSITION PRIOR TO PLACING CONCRETE. NOTED OTHERWISE ON THE PLANS. REINFORCING STEEL THAT IS TO BE WELDED SHALL BE ASTM A706. A706 REBAR SHALL BE WELDED PER THE LATEST AMERICAN WELDING SOCIETY 9. MAXIMUM CONCRETE SLUMP SHALL NOT EXCEED 3" FOR FOOTINGS, MASS CONCRETE, AND STRUCTURAL WELDING CODE. SLABS -ON -GRADE, AND 4" FOR OTHER CONCRETE. 31'-6" 31'-6" 265'-0" 342'-0" PROJECT NORTH 15. CLEAR COVERAGE OF CONCRETE OVER OUTER REINFORCING BARS SHALL BE AS FOLLOWS (UNLESS OTHERWISE NOTED): A CONCRETE CAST AGAINST AND EXPOSED TO EARTH------------ 3" B. INTERIOR STRUCTURAL SLABS, TOP AND BOTTOM --------------- 3/4" C. FORMED CONCRETE EXPOSED TO EARTH OR WEATHER #6 BAR OR LARGER ------------------------------------------------------- 21, #5 BAR AND SMALLER--------------------------------------------------- 1-1/2" 16. ALL REINFORCING BAR BENDS SHALL BE MADE COLD. 17. REINFORCING BARS SHALL BE LAPPED OR SPLICED AS SHOWN ON DRAWINGS. ANY ADDITIONAL SPLICING OR ALTERNATE METHODS SHALL REQUIRE REVIEW FROM THE ENGINEER. 18. WIRE MESH SHALL CONFORM TO ASTM A185, AND SHALL BE LAPPED 1 & 1/2 SPACES (12" MINIMUM). 19. EXPANSION ANCHORS IN CONCRETE SHALL BE HILTI KWIK BOLT TZ WEDGE ANCHORS PER ICC -ES REPORT ESR -1917. 20. EPDXY ADHESIVE ANCHORS IN CONCRETE SHALL BE SIMPSON SET -XP EPDXY ADHESIVE PER ICC -ES REPORT ESR -2508, OR APPROVED EQUAL. SCALE: 1/8" = 1 :-0"-d n n,c+nt /lnrn T!1 A \Iv nCnQ/1\I CM" /YO flr%OO(1OA-rinKl CnO AKIV Of IDOne= AAiuerenFVFD %AIITWr)l IT TWE= WRITTEN PFRMISRI0N OF MANNING FNGINFFRING. COPYRIGHT © 2016 MANNING ENGINEERING ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE THE SOLE PROPERTY OF MANNING ENGINEERING. THEY WERE CREATED, EVOLVED AND UEVLLUYLU FUK USL UN ANLJ IN VUNJUM I IUN VVI I N I miz> JrCI.IrK, rRVJCI, 1. 1VlAVC Ur ou,, l f-�r. �, .,,. , -. • -• ., • •• .•-• _.. __... _. _ ..._... _. _.... . Y E Y 1 1 31'-6" 1 19-8" 1 1 10 11 12 13 BL 29-411 — -- 29'-4" 29'-411 29-4" P—qm1 Ills 311-611 29'-4" 29'-411 I 29'-4" 291-411 1 111-OII 1 1 I 1 11 I I I I I 265 -0 PAINT BOOTH BUILDING (WEST) PARTIAL FOUNDATION PLAN GRIDLINE SEE PLAN GRIDLINE (BU, SEE PLAN 7, ',7- rnn ^17 01 A o I PROJECT NORTH 1 SCALE: 1/811 . - 1 -011 2 EXTERIOR SIDING BY METAL BLDG MFG'R. ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE THE SOLE PROPERTY OF MANNING ENGINEERING. THEY WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THIS SPECIFIC PKUJEC I . NUNt OF SUCH 1UtAJ, UtZAUNs, AKKANULMtN 10 UK P LAIVO OMALL CSL UOCU OT UR UIOI LUJCU 1 U AIV T 1-CROUIV, f IRIVI VR I,VRrVR/111VIY FSR f ',o l ..I lr.l .„ .•... • �• • •• ••,• •,-•-••- —• --• -•• - • __. ...._ A GRIDLINE SEE PLAN J m 111 I. ;III -1 =1 I I=1 I I I I I=1 I IT �11 III-__I-t =� I— � 1 -HR WALL SEE VS -4. MTL. BLDG SIDING FIN. GRADE =1 ' #5 CONT. TOP & BOT. 3CLR, TYP. Y-0" MIN. FOOTING BEYOND PERIMETER CURB 12 PERIMETER FOUNDATION SECTION SCALE: 3/4„ - _ 1'-0” SECTION AT BUILDING PERIMETER GRIDLINE SEE PLAN OF COLUMN SEE PLAN & OF COLUMN, PIER & FOOTING EA WAY MTL BLDG MFGRS & FOOTING EA WAY ANCHOR BOLT PLAN U.O.N. ON PLAN. I FOOTING, SEE PLAN STEEL COLUMN w/ BASE FL' & ANCHOR BOLTS PER MTL BLDG MFG'R. CONC. SLAB ON GRADE SEE PLAN HAIRPIN REINFORCEMENT SEE PLAN & 6/ -- TOR PERIMETER FOUNDATION SECTION AT BUILDING COLUMN HAIRPIN, SEE PLAN SECURE IN PLACE w/ TIE WIRE PRIOR TO PLACING CONCRETE. - 45° . SCALE: 3/4„ _ - 1 -0„ 9 GRIDLINE SEE PLAN ol SEE PLAN & MTL BLDG MFGRS ANCHOR BOLT PLAN I I i I I MTL BLDG SIDING 3” CLR, TYP. CONT. FTG BEYOND SEE PLAN SEE PLAN & 9/-. , SCALE: 3/4 - _ 1 -0.. 8 00 to of I I I 1 0 0 L__ 4 BASE R & ANCHOR BOLTS S-5 PER MTL BLDG MFG'R. 2 a~. w 0 z w 0 w m w 1 1/2" MIN. PROJECTION 3" CLEAR, TYP. NOTE: SEE LAYOUT PLAN BY MTL BLDG MFG'R FOR DIA & SPACING. F WASHER 3/8" x 3" SQUARE R WASHER 3/8" x 3" SQUARE BOTTOM OF FOOTING A ANCHOR BOLT OPTIONS 6 SECTION N.T.S. At END & INTERSECTION 245 JAMB BARS TYP. U.O.N. SINGLE CURTAIN PLAN SECTIONS TYPICAL CONCRETE REINFORCEMENT PLAN SECTION AT WALL & FOOTING 1 1/2" MIN. COVERAGOb E TOP OF SLAB HAIRPIN, SEE PLAN SECURE IN PLACE w/ TIE WIRE PRIOR T( PLACING CONCRETE. ANCHOR BOLTS SEE LAYOUT PLAN BY MTL. BLDG MFG'F FOR DIA. & SPACING. ;ORNER ,URTAIN PLAN SECTIONS CORNER 5 vAAX 4d (2 1/2" MIN) 1800 D g° TYP. MIN. INSIDE AR SIZE BEND 0"D” #3 - #8 4d #9 - #11 8d #14 & #18 10d STANDARD BAR HOOKS AND BENDS d= r+) T kx Ob � TYP. REBAR LAP LENGTH BAR 2500 40 60 SIZE — I-, 21 32 #3 16 24 N rn LO O 28 42 #4 �211 32 5b Q 51 #5 0 39 Z g 62 #6 47 O 90 #7 Z 69 —M a% 102 # 8 a 78 00 rno 77 115 #9 59 89 85 128 #10 69 98 Z 94 141 #11 72 108 CONC. f'C IN psi E— BAR GRADE E— TOP BARS, TYP. (IN) E—OTHER BARS, TYR (IN.) NOTES: 1 INCREASE LAP LENGTHS 33% FOR LIGHT WEIGHT CONCRETE, AND AT FOUR BAR BUNDLES (WHERE 2 BARS LAP WITH 2 OTHER BARS). 2. TOP BARS - HORIZONTAL BARS PLACED WITH MORE THAN 12" OF FRESH CONC. CAST IN THE MEMBER BELOW THE BARS. 9-Q° 1350 MIN. INSIDE BAR SIZE BEND 0 "D" #3 - #5 4d SEE LAP SCHEDULE #6 - #8 6d 6 1 TYPICAL STIRRUPS & TIES -- 16ga MIN. TIE WIRE STANDARD REBAR HOOKS, BENDS & SPLICES 3 DETAILS & SCHEDULE N.T.S. 6" MAX. SEE PLAN WHERE OCCURS STEP IN Ai DETAIL #3 DOWEL @ 24"oc. Fil - � ' '—� � '—I I I� I I—I I IMt, I I I I I I � I I I SLAB & CURB DETAIL #4 x 3-0" SMOOTH D,..... - . �• A. z, „. - �E— CJ, SEE PLAN @ 3-0"o.c. CONSTRUCTION JOINT DETAIL 1/4" WIDE TOOLED OR SAWCUT JOINT @ 15-0'o.c. MAX EA DIRECTION. �E— CJ, SEE PLAN IM=— I—II� I II I -' = '. I I I I CONTROL JOINT DETAIL CENTER BELOW COLUMN FOUNDATION AT COLUMNHAIRPIN REINFORCEMENT HAIRPIN REINFORCEMENT CONCRETE SLAB ON GRADE 7 1 1 0 4 N.T.S. TYPICAL SECTIONS N. SECTION N.T.S. SECTION N.T.S. SECTION T.S. __ _ __ _ __ __ _.__._ __ _.._...__- _ ___._.... ............_.._..�.. .....-.� ..,.. �., ,., , nr . ,n�e� nv nn r•.,nn, nnrn T!1 wAly nroQl11.1 OMR r%D !`l1DDl1DA-rinkl Cr%O AKIV DI IDDneC 1A1uerenGVGQ V1nTWt-)l IT THF VVRITTFN PFRMISSIOKI OF MANN INr. FNGINFFRING_ COPYRIGHT Ccs 2016 MANNING ENGINEERING ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE THE SOLE PROPERTY OF MANNING ENGINEERING. THEY WERE CREATED, EVOLVED AND DEVELUF'LU [-UK USL UN ANU IN UUNJUNL; I IUN m I n I rna arr-urju rnv,icu I . rvvrvD yr ou..n ILJC/1J, LlGOIVIY J, ,,,.,.., ..��, �,. , , . ,. �� .� .. �. -.. -� —• • _• -, • .• .•-• _.. __... _. _ ..._... _... __ .. _. _. _ _ Or, pH1 W �P� S lsi�3a � Building Company General Contractors Revisions Date BLDG DEPT. SUBMITTAL 02-03-16 L- � N N C z LU I_ — I-, 0- Ln � b4 C 113� c=�0000 00 LnC N rn LO O 's. W QC)'%r QO w of O O U U = U 5b Q Z g � U O M E Z Z �U —M a% W a 00 rno cV Ln z Z z Or, pH1 W �P� S lsi�3a � Building Company General Contractors Revisions Date BLDG DEPT. SUBMITTAL 02-03-16 L- 4 Ur Z Fn J 0� Q w D Z � N rn LO O O o M O m _ Q 0 m Z U U) W QO w of O O U U = U O 'T O Z Q Q d. 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V e a� L L L 1 1 1 WALL MOUNTED WALL MOUNTED WALL MOUNTED Zl `��LafL SIDE EXTERIOR ELEVATION SIDE EXTERIOR ELEVATION EAST ELEVATION SCALE: 1/4 - l' -O" WEST ELEVATION SCALE: 1/4" = 1'-0" M6 6 k9 it rn D r rn rn rn n X n n v rn r rn n 0 3 0 C1 v rn r rn rn r X M -i c 70 (A 0 1 > -1 r > 0z 0 z z rn 0 i O v rn r OZ OZ OZ O O O -n -n DO zN rnk3 rJ N O m MR -- — -- — -- -- M (w LINE -''(SHEET E --- - - --------- m 0 N b com w m � u cui>P0. N =0 D AZO I Nr IOrn 3 Zz O I tp DO zN rnk3 rJ N O m MR -- — -- — -- -- M (w LINE -''(SHEET E --- - - --------- m 0 N b >G)DG5 CO com O m --i Fn- m � mm2: cui>P0. C)O� -4Zm� LD Onml AZO I U-4)� IOrn :0 r->Z O I LD0Z O co 2 z -< U5 Cl)D co Z3w M 10 0 22m OMm� U) I o C)�U) D we o onCo -D-I ZmZ Im o N V n G'n0 o0 Z Co I I � °_ (-n N - - - - - - - 3 zC% C� Z N o' zM MC C% >G)DG5 CO com O m --i Fn- m � mm2: cui>P0. C)O� -4Zm� LD Onml AZO I U-4)� IOrn :0 r->Z O I LD0Z O co 2 z -< U5 Cl)D co z I 0 22m OMm� U) I o C)�U) o onCo -D-I ZmZ Im o V n G'n0 o0 Z Co I I � ------------ W r U) D m 00 z 81-61$ 2 N nW r 18'-0" 35'-0" col 02 B — — — — W r 8'-6" r (E) METER SWITCHBOARD "MSB" NEMA 3R UNDERGROUND PULL SECTION 800A 2-7-7/480\/ 3PH 4iN BUSS FIELD VERIFY AIG RATING 1" I ) 1 ( 800/3 200/3 I- (N) 200/3 SPACE 200/3 200/3 200/3 200/3 ONE LINE DIAGRAM NO SCALE Panel - PC MOUNTT4G: SURFACE TYPE Cutler Hammer Fanel Board 200 amp 277!480 volt 3 phase 4 w ire 200amp main breaker Cir.# Description GROUND BUSS POLE A B C A B C BRKR. POLE Description Cir.# 1 Exterior wall pack lighting 20 1 1828 1-250PSMH Wall +16' 2285 Lithonia 2"G 20 3 Pre Treatment Panel 2"C 3 Staging Lights 2"G 1 1 2"C 1 210 I/O GU 4-3/0 1 Spare 4 4-3/0 Powder coat warhouse lights 20 4-3/0 4-3/0 4-3/0 20 GROUND Spare 6 I-#2 GRD 6 7 1-#2 GRD 20 1 1-#2 GRD 1-#2 GRD 1 Spare I-#2 GRD 3 Dry -Off Panel 8 9 Spare 20 2„C 20 9362 Spare 10 11 10 11 Spare 20 1 3-3/O 1 Spare 12 13 9362 12 13 EFC1 40 3 1292 15 10886 PANEL 50 3 Powder Coat Panel 14 PANEL 20 1 Spare PANEL 17 PANEL 10332 (N) 20 UFFER, METAL, Spare 18 H 17 HI H2 1292 H3 21 PANEL 18 GAS, WATER EFC2 50 3 1939 200APG 3130 30 3 Oven Panel 20 21 24 1939 2160 1920 BOND AS 0 01 1 DISC. 22 23 1939 7285 .2"C REQUIRED 25 3324 30 3 Pressure Washer 26 27 3-#2 3-#2 PER NEC, 28 29 3324 I-#6 30 31 I-#6 250-94 32 33 34 35 1 1/4 "C :2"C 1 1/4 "G 1 1/4 "G 1 1/4 "C 36 37 1 1/4 "G 514"C 4986 20 3-#2 Transformer T7 3-3/0 39 3-#2 3-#2 3-#2 H2a 4986 3-#2 H5a 4-#12 40 41 4986 DISC. 42 DISC. 4062 5724 26771 37297 40898 TRNS. T TRNS. TI TRNS. TIQ TRNS. T2 TRNS. T3 (N) 75KVA TRNS. T4 -75K\/A -75KVA -75KVA I 1/4"C -75K\/A 1 1/4"G TRNS. T7 150KVA 3-#2 3-#2 15KVA :2"0 2 "C 2110 2110 21.0 TRNS. T2a 2110 TRNS. T3Q 5/4"C SERVICE CONDUITS/ 4-3/0 4-3/0 4-3/0 4-3/0 4-3/0 i5KVA 4-3/0 '15KVA 4-#5 CONDUCTORS PER UTILITY COMPANY/5.1PANEL 5 X 8' PANEL PANEL PANEL PANEL (N) REQUIREMENTS L PANEL LI LIQ L2 2"C L3 2"0 PANEL GROUND ROD LS 4-3/0 4-3/0 PGI TYP. PANEL PANEL L2a L3a 2 G 4-3/0 PANEL L2A 2"C 4-#2 I-#6 PANEL L2kN NOTE: ALL WIRE THHN GU U.N.O. ONE LINE DIAGRAM NO SCALE Panel - PC MOUNTT4G: SURFACE TYPE Cutler Hammer Fanel Board 200 amp 277!480 volt 3 phase 4 w ire 200amp main breaker Cir.# Description BRKR. POLE A B C A B C BRKR. POLE Description Cir.# 1 Exterior wall pack lighting 20 1 1828 1-250PSMH Wall +16' 2285 Lithonia LHQMLEDG120 20 3 Pre Treatment Panel 2 3 Staging Lights 20 1 1 831 1 2008 20 1 Spare 4 5 Powder coat warhouse lights 20 1 2493 3670 20 1 Spare 6 7 6 7 Spare 20 1 2160 1 Spare 40 3 Dry -Off Panel 8 9 Spare 20 1 20 9362 Spare 10 11 10 11 Spare 20 1 20 1 Spare 12 13 9362 12 13 EFC1 40 3 1292 15 10886 50 3 Powder Coat Panel 14 15 20 1 Spare 16 17 1292 10332 20 1 Spare 18 16 17 1292 12271 21 18 19 EFC2 50 3 1939 22 3130 30 3 Oven Panel 20 21 24 1939 2160 1920 7285 0 01 1 22 23 1939 7285 24 25 3324 30 3 Pressure Washer 26 27 3324 28 29 3324 30 31 32 33 34 35 36 37 4986 20 3 Transformer T7 38 39 4986 40 41 4986 42 5059 4062 5724 26771 37297 40898 1318301 413591 466221 ELECTRICAL SCHEDULES Panel Load: 119811 = 142 x125% _ 142 Amps 178 Amps NOTE: ALL SUB PANELS RATED 10,000 AIG Panel - PCI 5/8" X 8' &ROUND ROD MOUNTING: SURFACE TYPE Cutler Hammer Panel Board 100 amp 120/208 volt 3 phase 4 w ire 50amp main breaker Cir. # Description BRKR. POLE A B C A B C BRKR. POLE Description Cir. # 1 Recycling System 30 2 2160 1-250PSMH Wall +16' 1080 Lithonia LHQMLEDG120 20 1 Convenience receptacles 2 3 Lithonia 1 Emergency egress lightwl battery back up 1 21W LED 1 2160 20 1 Spare 4 5 Sump Pump 20 1 1920 20 1 Spare 6 7 20 1 Spare 8 9 20 1 Spare 10 11 20 1 Spare 12 13 20 1 Spare 14 15 20 1 Spare 16 17 20 1 Spare 18 19 20 21 22 23 24 2160 2160 1920 1080 0 01 1 1 32401 21601 19201 Panel Load: 7320 = 20 x125% _ Lighting Fixture Schedule Type Manuf. Catalog Number Description Volt. Lamps Mounting A Lithonia IBZ454L 4 [amp Linear Flourescent Highbay m.volt 4-T5HO Ceiling Surface B RUUD GWC0625-M Full cut off wall pack m.volt 1-250PSMH Wall +16' C Lithonia LHQMLEDG120 111uminated emergency a)dt light & sign w/ battery back 1 m.volt 2-1.5W LED CeilingJWall D Lithonia AFNDB Emergency egress lightwl battery back up m.volt 21W LED Ceiling/Wall 20 Amps 25 Amps ELECTRICAL 5YMBOL5 15 OR 20 AMP 125V DUPLEX RECEPTACLE 0 +16' UNO 15 OR 20 AMP 125V DOUBLE DUPLEX RECEPTACLE 0 •16' UNO (� 15 OR 20 AMP 125V 6FIC DUPLEX RECEPTACLE 0 +16' UNO 15 OR 20AMP 125V SINGLE RECEPTACLE 0 +16' UNO SPECIAL OUTLET WITH TWIST LOCK RECEPTACLE. SEE PLANS FOR SPECIFICATION Q DUPLEX RECEPTACLE FLUSH W/FINISHED FLOOR Q DATA OUTLET, RING 4 STRING TO ACCESSIBLE CEILING O COMBINATION DATA/TELEPHONE OUTLET, RING, t STRING TO ACCESSIBLE CEILING, OR rRE-WIRE DEVICES. QQ TELEPHONE OUTLET FLUSH W/FINISHED FLOOR 5 SINGLE POLE T06GLE SWITCH, 0 +46' UNCI 52 TWO POLE T066LE SWITCH, 0 *46' UNO 53 THREE-WAY T06OLE SWITCH, 0 P46' LINO 51; DIMMER SWITCH, 0 +46' UNO 5 WATT STOPPER OPWIOOLA (SINGLE LEVEL) SWITCH. USE SINGLE &ANG RING. M 52 WATT STOPPER 0PW200LA (TWO LEVEL) SWITCH. USE SINGLE &ANG RING. 0 .IUNGTION BOX, SIZE 4 TYPE AS INDICATED OR REQUIRED NON-FUSED DISCONNECT SWITCH QF / FUSED DISCONNECT SWITCH, SIZE PER UNIT LABEL ® PANELBOARD, MOUNTED AS NOTED ON PANEL SCHEDULE QT DISTRIBUTION TRANSFORMER, MOUNTING AS NOTED o TERMINAL CABINET, SIZE AND TYPE A5 NOTED TELEPHONE TERMINAL BOARD: 4'X VX 3/4' PLYWOOD OR AS NOTED W/DOUBLE DUPLEX RECEPTACLE d 1-06 6RND O FIXTURE TYPE FLUORESCENT LIGHT FIXTURE - RECESSED 0 FLUORESCENT L16HT FIXTURE - SURFACE OR PENDANT MOUNTED FLUORESCENT STRIP LIGHT - SURFACE OR PENDANT MOUNTED 10 DOWN LI6HT - RECESSED -{ LIGHT FIXTURE - SURFACE MOUNTED LIGHT FIXTURE - WALL MOUNTED ® EXIT LIGHT - CEILING OR WALL MOUNTED a� EMEREGENGY/EXIT LIGHT WITH BATTERY BACK UP SIDE -MOUNT LAND HEADS t� EMERGENCY LIGHTING FIXTURE - SURFACE MOUNTED ® CONTROL EQUIPMENT, NIES, CONNECT AS REQUIRED OMECHANICAL EQUIPMENT DES16NATION / MOTOR CONDUIT RUN CONCEALED BELOW FLOOR OR FINISHED GRADE �— CONDUIT CONGEALED IN WALL OR CEILING �-' HOMERUN TO RESPECTIVE PANEL OR TERMINAL CABINET - UNDERGROUND �-- HOMERUN TO RESPECTIVE PANEL OR TERMINAL CABINET - OVERHEAD A\\)-- DENOTES I1 OF WIRES. NO MARKS = 2-012,1/2' C; CURVED HATCH DENOTES GROUND WIRE. WIRE SIZE INDICATED WHEN OTHER THAN 012. eDETAIL DESIGNATION: TOP NUMBER INDICATES DETAIL, BOTTOM LETTER/NJMBER INDICATES SHEET 16 ISOLATED GROUND NL N16HT LIGHT - UNSWITCHEP FIXTURE WP WEATHERPROOF MT EMPTY CONDUIT WITH PULLSTRIN& (E) EXISTING NIES NOT IN ELECTRICAL SECTION OF THESE PLANS t SPECS UNO UNLESS NOTED OTHERWISE THIS IS A DESIGN -BUILD PROJECT. THE WORK SHOWN ON THIS SHEET HAS BEEN DESIGNED BY, AND WILL BE INSTALLED BY AGRI ELECTRIC PER CBC 107 AND BUSINESS AND PROFESSIONS CODE, SECTION 6737.3. SIGNED __------- ________—__DATE ---- _____ MATT THORPE AGRI ELECTRIC CALIFORNIA CONTRACTOR'S LICENSE NO. 443455 A&RI E=LECTRIC., CIO -443455 CHICO, CALIFORNIA (530) 342-4203 www.a i IectriG.60M ELEGTR 04)Y'A P4V4 ERTY OF AGRI �,r AGGOR TH SECTION 6'13 OF ONAL EWINEE -STATE OF CALIFORNIA. EV4fRIG7S _MMN65 GUARANTEED ONLY IF AGRI ELECTRIC 15 THE INSTALLING CONTRACTOR. N.T.S. DRAWING SCHEDULE PAGE # DESCRIPTION SHEET -1 COVER SHEET/DRAWING SCHEDULE/SITE PLAN/GENERAL NOTES. SHEET -2 ELEVATION VIEWS SHEET -3 POWDER COATING OVEN PASS THROUGH MODEL: PC0121030PT SHEET -4 POWDER COATING CARTRIDGE BOOTH MODEL: FPCC161230 (4) PC -408 SHEET -5 DRY/OFF BOOTH MODEL: DB1612-AMS1000 SHEET -6 OVEN ELECTRICAL SHEET -7 POWDER COATING CARTIDGE BOOTH ELECTRICAL SHEET -8 DRYOFF BOOTH ELECTRICAL SHEEP -9 PRETREATMENT/WASH BOOTH ELECTRICAL SHEET -10 CODE REQUIREMENTS SHEET -11 AFC EQUIPMENT DETAILS SHEET -12 AFC EQUIPMENT DETAILS SHEET -13 W131 612 -ELEVATION /PRETREATMENT s O ti co GENERAL NOTES 1. AFC SPRAY BOOTHS ARE CONSTRUCTED OF MATERIALS CONFORMING TO NFPA 33, CHAPTER 3, SECTION 3-1 AND SECTION 3-1.1. 2. AFC SPRAY BOOTHS SHALL BE SEALED WITH MATERIALS AS PER NEPA 33, CHAPTER 3, SECTION 3-1.2. 3. WHEN INSTALLED, AFC SPRAY BOOTHS SHALL BE SEPARATED FROM SURROUNDING AREA AS PER NEPA 33, CHAPTER 3, SECTION 3-1.3 AND SECTION 3-3. 4. ALL OBSERVATION GLASSES & GLASSES FOR LIGHT FIXTURES ARE TEMPERED SAFETY GLASS THAT CONFORM TO NEPA 33, CHAPTER 3, SECTION 3-5. 5. VENTILATION OF ALL AFC SPRAY BOOTHS SHALL CONFORMS TO NEPA 33, SECTION 3-6, SECTION 3-6.1 THROUGH SECTION 3-6.5. THE INSTALLED SPRAY BOOTH SHALL MEET THE REQUIREMENT OF THE 2013 CALIFORNIA BUILDING CODE, CALIFORNIA MECHANICAL CODE. CALIFORNIA PLUMBING CODE AND CALIFORNIA FIRE CODE, THE 2013 CALIFORNIA ENERGY CODE AND THE 2013 CALIFORNIA ELECTRICAL CODE. WEISS McNAIR PLAN VIEW Note: Fire Suppression by Others, Not AFC. FIRE PROTECTION SYSTEM UNDER SEPARATE PERMIT SITEMAP 1/16"=1' cisTt„ I ntertek 53993 SPRAY APPLICATIONS USING FLAMMABLE AND COMBUSTIBLE MATERIALS CONFORMS TO NFPA STD.33 a�11C R'7 - �---- 36'-4" 30'-6" 7'-0„ 20' off 4'-0" 38'-11" 38'-5" 11'-10" 1T_ 0'-0" , 14 -U T 6'-0" 265'-0" 40'-0" 40'-0" 32'-0" 30'-4" — 32'-0" — PLAN VIEW SIDE VIEW 36'-4" 30'-6" -I 40'-0" 20'-0" 31'-0" 32'-0" END VIEW Oven Oven 20'-0" 31'-0" 32'-0" END VIEW Powder Coat Booth 14'-64" ,� 12 -0 ''p 16'-8" 16'-0„ 1 12'-0" -isTEv I n to rte k 53993 SPRAY APPLICATIONS USING FLAMMABLE AND COMBUSTIBLE MATERIALS CONFORMS TO NFPA STD.33 30'-4" 6'-0" 31'-0" 19'-54" 30'-4"I 40'-0" I 30'-0„ �T T 265'-0" 1_1 9'-5" rowaer moat boom Dry -Off Booth 20'-0" 31'-0" 32'-0" END VIEW Dry -Off Booth 20'-0" 31'-0" 32'-0" END VIEW Pretreatment JJJPJF�j In M � ii 2'-1A" IIIII + III I III I II + II III 63'-8" 64'-2" T 6'-0" on --20'- E)'f 1'-6=31'-G of 3'-6" 33'-5 " 33'-11j" I1- 6'- 4j„ 31 '-0" -- 19' -54„ re rea men 6" 32'-0" 5" 0000000 000000 00000 00000 Oven 0000000 0000000 000000° 000000 000000 000000 00 000000 000000 0000000 000000 000000 0000000 000000 000000 000000 o°oo ° 000°O 0000 00 o000 00 14 -U T 6'-0" 265'-0" 40'-0" 40'-0" 32'-0" 30'-4" — 32'-0" — PLAN VIEW SIDE VIEW 36'-4" 30'-6" -I 40'-0" 20'-0" 31'-0" 32'-0" END VIEW Oven Oven 20'-0" 31'-0" 32'-0" END VIEW Powder Coat Booth 14'-64" ,� 12 -0 ''p 16'-8" 16'-0„ 1 12'-0" -isTEv I n to rte k 53993 SPRAY APPLICATIONS USING FLAMMABLE AND COMBUSTIBLE MATERIALS CONFORMS TO NFPA STD.33 30'-4" 6'-0" 31'-0" 19'-54" 30'-4"I 40'-0" I 30'-0„ �T T 265'-0" 1_1 9'-5" rowaer moat boom Dry -Off Booth 20'-0" 31'-0" 32'-0" END VIEW Dry -Off Booth 20'-0" 31'-0" 32'-0" END VIEW Pretreatment JJJPJF�j In M � ii 2'-1A" IIIII + III I III I II + II III 63'-8" 64'-2" T 6'-0" on --20'- E)'f 1'-6=31'-G of 3'-6" 33'-5 " 33'-11j" I1- 6'- 4j„ 31 '-0" -- 19' -54„ re rea men 6" 32'-0" 1:1414141 M 1=11:19i(STAT011rot ) 1:4 1NyL(Ol 101 PI [WE F') Iti7�,y/I: ViTA AFC POWER COATING OVEN MODEL: PCO101025PT WITH SIDE MOUNTED HEATER UNIT AFC Powder Coating Product Specifications: Standard Features AFC ovens are built to NFPA 86 and NFPA 70 (NEC) standards utilizing an ETL listed industrial control panel. All equipment, controls swithes, and safety devices are listed by a recognized testing laboratory. Standard Safety Equipment U.V.flame detection; Pre -purge timer; Post purge timer; Exhaust fan air proving switch; Re -circulation fan air proving switch; Honeywell flame safeguard control; High temperature; Limit switxg; Dual gas valves; Explosion relief door latches. Standard Controls Siemens programsble logic controller; Allen Bradley motor controls; Omron digital temperature controller; Thermocouple sensor; Omron digital process timer; 4-20 ma modulating burner; Main burner output regulator; Pilot burner output regulator. Construction Features Aluminized steel interior; Powder coated steel exterior; 4" interlocking wall panels; 9 1/2 # mineral wool insulation; Heavy duty high temperature re -circulating blower; Heavy duty high temperature exhaust blower; Industrial product doors with high temperature gaskets and heavy duty hinges. H 7/8" M N K (22mm) T_ L IRI�P F— QipQl D ;_F G 2 1/2" (6644mm—) i t"I� x W (25mm) Y (25mm) !, ITEM DIMENSIONS in mm Q ITEM RR 1 3/16 30 W Y 17 3/4 451 F 1 /d 1 FO A A81 B D D ;_F G 2 1/2" (6644mm—) i t"I� x W (25mm) Y (25mm) !, ITEM DIMENSIONS in mm Q 5 7 8 149 RR 1 3/16 30 W Y 17 3/4 451 F 1 /d 1 FO FAN IS ROTATABLE IN THE FIELD BY 45' INCREMENTS. L, M, & D ARE OUTSIDE DIMENSIONS. ALL BASE HOLES ARE 1/2" (13mm) DIAMETER. ALL FAN SHAFTS ARE 1" DIAMETER WITH 1/4" x 1/8" KEYWAY. t3mm) MODEL: FPCC161200(4) PC -408 INTAKE FILTERS 14'-6" 13,_0„ o M a 0 12'-0" ill I Ili up I 30'-0" 30'-4" SIDE VIEW BOOTH SPECIFICATIONS * UNIT MODEL: FPCC1612 — POWDERCOATING CARTRIDGE BOOTH * LENGTH= 30'-4" O.D. / 30'-0" I.D. * WIDTH= 22'-0" O.D. / 16'-0" I.D. * HEIGHT= 13'-0" O.D. / 12'-0" I.D. * MAIN DOOR HEIGHT= 12'-0" TYPE: (B—(FOLDING) * MAIN DOOR WIDTH= 16'— 0" CONSTRUCTION * 18 GA. G-90 GALVANIZED STEEL PANELS WITH "LOCKING" SEAL FLANGES. * PANEL ASSEMBLY TYPE= 1/4" X 3/4" SELF -TAPPING SCREWS ON 12" CENTERS TYP. * DOOR FRAME CONSTRUCTUON: 2" X 1-1/2" X 1/4" HRS ANGLE. * DOOR HINGES: 4" X 4" X HEAVY DUTY STEEL ( 8 -EA. PER DOOR ) 16'-0" 16'-0" 16'-4" 22'-0" FRONT VIEW POWDERCOAT MODULE MODEL: PC408 U 0 171114 ztel-01AA A Ji to] III] R � * EXHAUST FAN TYPE: 25 1/2" DIAMETER NON-SPRAKING BLADE * MOTOR TYPE: 5 HP. / 3-PHASE STANDARD. * VOLTAGE= 208 / 230 / 460 AMPACITY=6.0/5.8/2.9 * C.F.M. RATING= 4,800 ® 1/2" STATIC PRESSURE * FILTER TYPE= (6) CARTRIDGE TYPE * (8) AFT FILTER= 20" X 20" X 4" 5'-4" 4'-0" FRONT VIEW 25.5' DIA. EXHAUST FAN t'DIA. AIR INJE VENTURI INTAF TOP VIEW SIDE VIEW 14'-6" ELECTRIC MOTOR PULSE SOLENOID VALVE SSURE TANK LIGHTING SPECIFICATIONS * LIGHT FIXTURE TYPE= L.D.P.I. 4 -TUBE FLORESCENT U. L. LISTED * VOLTAGE= STANDARD: 120 / 60 HRTZ. AMPACITY: 1.66 PER FIXTURE. * QUANITY= 14 -EA. TOTAL. * TYPE = STANDARD OPEN = 14 -EA. '!$Tt" I ntertek 53993 SPRAY APPLICATIONS USING FLAMMABLE AND COMBUSTIBLE MATERIALS CONFORMS TO NFPA STD.33 REV. I DESCRIPTION DATE I BY AFC Finishing Systems 250 AIRPORT PARKWAY, OROVILLE, CA 95965 (800) 331-7744 (530) 533-0179 (FAX) http://www.afc—ca.com email: sales@afc—ca.com THIS DRAWING IS THE PROPERTY OF AFC FINISHING SYSTEMS AND IS NOT TO BE LOANED, COPIED OR DUPLICATED UNLESS IN DIRECT CONNECTION WITH AFC FINISHING SYSTEMS. ALL RIGHTS RESERVED. THIS DRAWING MUST BE RETURNED UPON REQUEST BY AFC FINISHING SYSTEMS. DRAWN FOR: WEISS MCNAIR,INC. 531 COUNTRY DRIVE, CHICO,CA 95928 DESCRIPTION: MODEL: FPCC161230(4) PC -408 ELEVATION DRAWN BY: JDD I CHECKED BY: JAPPROVED BY: I DATE: 01/27/16 INSTALLED BY:1 FIELD CHANGED BY: I SCALE: I DRAWING NAME: 3/8"=1' Sheet -4 DRY -0 EE� 30'-0" SIDE VIEW TOP VIEW i 13'-0" 16'-0" 16'-0" FRONT VIEW ,,/STE" I ntertek 53993 SPRAY APPLICATIONS USING FLAMMABLE AND COMBUSTIBLE MATERIALS CONFORMS TO NFPA STD.33 DRY -OFF BOOTH SPECIFICATIONS * UNIT MODEL: DB1612 ( DRY—OFF BOOTH SINGLE WALL ) * LENGTH= 30'-0" O.D. / 30'-0" I.D. * WIDTH= 17'-0" O.D. / 16'-0" I.D. * HEIGHT= 12'-2" O.D. / 12'-0" I.D./ * MAIN DOOR HEIGHT= 12'-0" * MAIN DOOR WIDTH= 16'-0" * MAIN DOOR TYPE= DOUBLE BI—FOLDING CONSTRUCTION * 18 GA. G-90 POWDERCOATED STEEL PANELS WITH "LOCKING" SEAL FLANGES. * PANEL ASSEMBLY TYPE= 1/4" X 3/4" SELF—TAPPING SCREWS ON 10" CENTERS TYP. * DOOR FRAME CONSTRUCTUON: 2" X 1-1/2" X 1/4" HRS ANGLE. * DOOR HINGES: 4" X 4" X HEAVY DUTY STEEL ( 4—EA. PER DOOR ) DE -AIR MAKE-UP UNIT * UNIT MODEL : 1—AMS 1000 AIR MAKE UP * CFM DISPLACEMENT = 12,000 CFM * ESTIMATED WEIGHT = 1,500 LBS. * DIMENSIONS LENGTH = 74 1/4" DEPTH = 66" HEIGHT = 43" * FAN TYPE: ( 1—EA. ) 34" * B. T. U. DISPLACEMENT = 1,075,000 POWER FLAME GUN TYPE BURNERI * TEMPERATURE RISE ABOVE AMBIENT = 80 DEGREES. * FUEL TYPE : NATURAL GAS OR PROPANE * FUEL INLET PRESSURE: (7" TO 14" w.c.) MAX 18" w.c. * FUEL INLET GAS TRAIN SIZE : 1" * BLOWER MOTOR SIZE : ( 1—Each ) 3HP,3PH,480VOLT * SUPPLY VOLTAGE : 230 / 3 / 60 / ( AMPS. 000000 TOTAL) * INTAKE AIR FILTER TYPE : (8)PF2050 PREFILTERS * REMOTE CONTROL PANEL TYPE : CP2D LIGHTING SPECIFICATIONS * LIGHT FIXTURE TYPE= 4—TUBE FLORESCENT OPEN TYPE U. L. LISTEDI * VOLTAGE= STANDARD: 120 / 60 HRTZ. AMPACITY: 1.66 PER FIXTURE. * QUANTITY= 12—EA. TOTAL. EXHAUST SPECIFICATIONS * EXHAUST FAN= (1) 12" DIAMETER 6 BLADE PROVIDES 1.800 CFM ® 1/2" S.P. * MOTOR= (1) 1/2 HP, 1 PH, 230/460 VOLT * TURBO CURE= FOUR FAN TURBO CURE SYSTEM el O trical co point ,3ph,2 O + ectio + + + volt motor z 7.z, 2'-1 + 0 0 1 ph, 15 Olt Moto + + + + + TOP VIEW i 13'-0" 16'-0" 16'-0" FRONT VIEW ,,/STE" I ntertek 53993 SPRAY APPLICATIONS USING FLAMMABLE AND COMBUSTIBLE MATERIALS CONFORMS TO NFPA STD.33 DRY -OFF BOOTH SPECIFICATIONS * UNIT MODEL: DB1612 ( DRY—OFF BOOTH SINGLE WALL ) * LENGTH= 30'-0" O.D. / 30'-0" I.D. * WIDTH= 17'-0" O.D. / 16'-0" I.D. * HEIGHT= 12'-2" O.D. / 12'-0" I.D./ * MAIN DOOR HEIGHT= 12'-0" * MAIN DOOR WIDTH= 16'-0" * MAIN DOOR TYPE= DOUBLE BI—FOLDING CONSTRUCTION * 18 GA. G-90 POWDERCOATED STEEL PANELS WITH "LOCKING" SEAL FLANGES. * PANEL ASSEMBLY TYPE= 1/4" X 3/4" SELF—TAPPING SCREWS ON 10" CENTERS TYP. * DOOR FRAME CONSTRUCTUON: 2" X 1-1/2" X 1/4" HRS ANGLE. * DOOR HINGES: 4" X 4" X HEAVY DUTY STEEL ( 4—EA. PER DOOR ) DE -AIR MAKE-UP UNIT * UNIT MODEL : 1—AMS 1000 AIR MAKE UP * CFM DISPLACEMENT = 12,000 CFM * ESTIMATED WEIGHT = 1,500 LBS. * DIMENSIONS LENGTH = 74 1/4" DEPTH = 66" HEIGHT = 43" * FAN TYPE: ( 1—EA. ) 34" * B. T. U. DISPLACEMENT = 1,075,000 POWER FLAME GUN TYPE BURNERI * TEMPERATURE RISE ABOVE AMBIENT = 80 DEGREES. * FUEL TYPE : NATURAL GAS OR PROPANE * FUEL INLET PRESSURE: (7" TO 14" w.c.) MAX 18" w.c. * FUEL INLET GAS TRAIN SIZE : 1" * BLOWER MOTOR SIZE : ( 1—Each ) 3HP,3PH,480VOLT * SUPPLY VOLTAGE : 230 / 3 / 60 / ( AMPS. 000000 TOTAL) * INTAKE AIR FILTER TYPE : (8)PF2050 PREFILTERS * REMOTE CONTROL PANEL TYPE : CP2D LIGHTING SPECIFICATIONS * LIGHT FIXTURE TYPE= 4—TUBE FLORESCENT OPEN TYPE U. L. LISTEDI * VOLTAGE= STANDARD: 120 / 60 HRTZ. AMPACITY: 1.66 PER FIXTURE. * QUANTITY= 12—EA. TOTAL. EXHAUST SPECIFICATIONS * EXHAUST FAN= (1) 12" DIAMETER 6 BLADE PROVIDES 1.800 CFM ® 1/2" S.P. * MOTOR= (1) 1/2 HP, 1 PH, 230/460 VOLT * TURBO CURE= FOUR FAN TURBO CURE SYSTEM Weiss McNair. Inc. � 531 Country Drive Chico.. CA 95928 40VAC rt UKUUNumu UL/ArAr NEC 2011: 250.104 BONDING OF PIPING SYSTEMS AND EXPOSED STRUCTURAL STEEL. (B) OTHER METAL PIPING. IF INSTALLED IN, OR AT17ACH TO, A BUILDING OR STRUCTURE, A METAL PIPING SYSTEM (S), INCLUDING GAS PIPING, THAT IS LIKELY TO BECOME ENERGIZED SHALL BE BONDED TO THE SERVICE EQUIPMENT ENCLOSURE; THE GROUNDED CONDUCTOR AT THE SERVICE; THE GROUND ELECTRODE ELOECDUCTOR, IF TRODES USED. THEFICIENT BONDINGZCONDUCTOR (S)TO ONE OORMORE O MPGROUNDING R 0 (Sj ING #10 SOLID COPPER THE EQUIPMENT GROUNDING CONDUCTOR FOR THE CIRCUIT THAT IS WIRE ric LIKELY TO ENERGIZE THE PIPING SHALL BE PERMITTED TO ERV j� I THE BONDING MEANS. THE POINTS OF ATTACHMENT OF BONDING II JUMPER (S) SHALL BE ACCESSIBLE. S'ingleIIIIIIIIIIIIIIIIi hase 60H lect ' al Drawin Load requirements based on 240 volt Single—phase 75 amp power supply 1—PC/CP-4 CONTROL PANEL FOR POWDER COATING OVEN MODEL: PCO121030—KD L1 1-5HP RECIRCULATION FAN MOTOR @ 125% FLA 25 AMPS 35 A 1-1 /2HP GI EXHAUST FAN MOTOR @ 4.9 FLA 4.9 A 1—Control power 15 A TOTAL 54.9 A *RECOMMEND 1 240 VAC SINGLE—PHASE 75 AMP FEED WITH NEUTRAL <rsTe� Intertek ETL LISTED INDUSTRIAL CONTROL EQUIPMENT i 53993 CONFORMS TO UL STD 508a POWDER COATING CONTROL PANEL: PC/CP-4 F'C;/l;F-4 UUN I FCUL F'HINtL CONTROL PANEL * UNIT MODEL: PC/CP-4 CONFORMS TO UL STD 508A * SIEMENS 6" MONOCHROME TOUCH SCREEN PLC * 2—TYPE J MAGNETIC MOUNT SURFACE TEMP PROBES * EATON CUTLER HAMMER MOTOR PROTECTION AND CONTROL DEVICES * CUTLER HAMMER MOTOR STARTERS * (E—STOP) EMERGENCY SHUT DOWN BUTTON * CONTROL PANEL DOOR DICONNECT SWITCH * TERMINAL STRIP FOR EASY FIELD WIRING OF ALL FACTORY SUPPLIED COMPONENTS ON PAINT BOOTH. TO SUPPLY POWER n X10 SOLID COPPER WIRE — PIPE GROUNDING CLAMP SCH 40 GAS PIPE CFC 2013 SECTION 2403.2.5 GROUNDING. METAL PARTS OF SPRAY BOOTHS, EXHAUST DUCTS AND PIPING SYSTEMS CONVEYING CLASS I OR II LIQUIDS SHALL BE ELECTRICALLY GROUNDED IN ACCORDANCE WITH CALIFORNIA ELECTRICAL CODE. METALLIC PARTS LOCATED IN RESIN APPLICATION AREAS, INCLUDING BUT NOT LIMITED TO EXHAUST DUCTS VENTILATION FANS, SPRAY APPLICATION EQUIPMENT, WORKPIECES AND PIPING, SHALL BE ELECTRICALLY GROUNDED. GROUNDING BAR LOCATED IN CONTROL PANEL CFC 2013 SECTION 2403.2.5 GROUNDING. METAL PARTS OF SPRAY BOOTHS, EXHAUST DUCTS AND PIPING SYSTEMS CONVEYING CLASS I OR II LIQUIDS SHALL BE ELECTRICALLY GROUNDED IN ACCORDANCE WITH CALIFORNIA ELECTRICAL CODE. METALLIC PARTS LOCATED IN RESIN APPLICATION AREAS, 1 INCLUDING BUT NOT LIMITED TO EXHAUST DUCTS VENTILATION FANS, SPRAY APPLICATION EQUIPMENT, WORKPIECES AND PIPING, SHALL BE ELECTRICALLY GROUNDED. Al2-14 AWG THHN, 1-14 AWG THHN GROUND — Y" EMT CONDUIT A 2-14 AWG THHN, 1-14 AWG THHN GROUND — Y" EMT CONDUIT REV. DESCRIPTION DATE BY A2-14 AWG THHN, 1-14 AWG THHN GROUND WIRE 1—SHIELDED PAIR 3/4" EMT CONDUIT. B TYPE J THERMO COUPLE WIRE ® 3-8 AWG THHN, 1-8 AWG THHN GROUND 1-8 — 3/4" EMT CONDUITm Q 3-6 AWG THHN WITH NEUTRAL, 1-8 AWG THHN GROUND 1-8 — 1 " EMT CONDUIT f %ems ��` AFC FINISHING SYSTEMS 250 AIRPORT PARKWAY, OROVILLE, CA 95965 (800) 331-7744 (530) 533-0179 (FAX) http://www.afc—ca.com email: sales@afc—co.com THIS DRAWING IS THE PROPERTY OF AFC FINISHING SYSTEMS AND IS NOT TO BE LOANED, COPIED OR DUPLICATED UNLESS IN DIRECT CONNECTION WITH AFC FINISHING SYSTEMS. ALL RIGHTS RESERVED. THIS DRAWING MUST BE RETURNED UPON REQUEST BY AFC FINISHING SYSTEMS. DRAWN FOR: WEISS McNAIR DESCRIPTION: Electrical Oven Drawing DRAWN BY: CHECKED BY: APPROVED BY: DATE: 12/11/15 JDD INSTALLED BY: FIELD CHANGED BY: SCALE: DRAWING NAME: 48 or 1/4"=11 Sheet -6 ,L=---- - ------------ _i_.J U iiesjl � ••••••••••.•••••••u•••••••••••••••• •o••••••••••••••••••••••••.••••••• ••••••••••.•••••••••••••••••••••••• •••••••u••••••••••••••••••••••••.•••••••u•••u•••••• •••••••••••••••.•••••••a••••••••••••••••••••••••••• •••••••u••••••••••••••••••••••••.••••�••o•••n•••••• I CONTROL PANEL * UNIT MODEL: PC/CP-4 CONFORMS TO UL STD 508A * SIEMENS 6" MONOCHROME TOUCH SCREEN PLC * 2—TYPE J MAGNETIC MOUNT SURFACE TEMP PROBES * EATON CUTLER HAMMER MOTOR PROTECTION AND CONTROL DEVICES * CUTLER HAMMER MOTOR STARTERS * (E—STOP) EMERGENCY SHUT DOWN BUTTON * CONTROL PANEL DOOR DICONNECT SWITCH * TERMINAL STRIP FOR EASY FIELD WIRING OF ALL FACTORY SUPPLIED COMPONENTS ON PAINT BOOTH. TO SUPPLY POWER n X10 SOLID COPPER WIRE — PIPE GROUNDING CLAMP SCH 40 GAS PIPE CFC 2013 SECTION 2403.2.5 GROUNDING. METAL PARTS OF SPRAY BOOTHS, EXHAUST DUCTS AND PIPING SYSTEMS CONVEYING CLASS I OR II LIQUIDS SHALL BE ELECTRICALLY GROUNDED IN ACCORDANCE WITH CALIFORNIA ELECTRICAL CODE. METALLIC PARTS LOCATED IN RESIN APPLICATION AREAS, INCLUDING BUT NOT LIMITED TO EXHAUST DUCTS VENTILATION FANS, SPRAY APPLICATION EQUIPMENT, WORKPIECES AND PIPING, SHALL BE ELECTRICALLY GROUNDED. GROUNDING BAR LOCATED IN CONTROL PANEL CFC 2013 SECTION 2403.2.5 GROUNDING. METAL PARTS OF SPRAY BOOTHS, EXHAUST DUCTS AND PIPING SYSTEMS CONVEYING CLASS I OR II LIQUIDS SHALL BE ELECTRICALLY GROUNDED IN ACCORDANCE WITH CALIFORNIA ELECTRICAL CODE. METALLIC PARTS LOCATED IN RESIN APPLICATION AREAS, 1 INCLUDING BUT NOT LIMITED TO EXHAUST DUCTS VENTILATION FANS, SPRAY APPLICATION EQUIPMENT, WORKPIECES AND PIPING, SHALL BE ELECTRICALLY GROUNDED. Al2-14 AWG THHN, 1-14 AWG THHN GROUND — Y" EMT CONDUIT A 2-14 AWG THHN, 1-14 AWG THHN GROUND — Y" EMT CONDUIT REV. DESCRIPTION DATE BY A2-14 AWG THHN, 1-14 AWG THHN GROUND WIRE 1—SHIELDED PAIR 3/4" EMT CONDUIT. B TYPE J THERMO COUPLE WIRE ® 3-8 AWG THHN, 1-8 AWG THHN GROUND 1-8 — 3/4" EMT CONDUITm Q 3-6 AWG THHN WITH NEUTRAL, 1-8 AWG THHN GROUND 1-8 — 1 " EMT CONDUIT f %ems ��` AFC FINISHING SYSTEMS 250 AIRPORT PARKWAY, OROVILLE, CA 95965 (800) 331-7744 (530) 533-0179 (FAX) http://www.afc—ca.com email: sales@afc—co.com THIS DRAWING IS THE PROPERTY OF AFC FINISHING SYSTEMS AND IS NOT TO BE LOANED, COPIED OR DUPLICATED UNLESS IN DIRECT CONNECTION WITH AFC FINISHING SYSTEMS. ALL RIGHTS RESERVED. THIS DRAWING MUST BE RETURNED UPON REQUEST BY AFC FINISHING SYSTEMS. DRAWN FOR: WEISS McNAIR DESCRIPTION: Electrical Oven Drawing DRAWN BY: CHECKED BY: APPROVED BY: DATE: 12/11/15 JDD INSTALLED BY: FIELD CHANGED BY: SCALE: DRAWING NAME: 48 or 1/4"=11 Sheet -6 Weiss McNair. Inc. 240VAC Single -Phase 60HZ 531 Country Drive Chico, CA 95928 � Load requirements based on 240 volt Single—phase 150 amp power supply 1—PC/CP4 CONTROL PANEL L1 1-5HP RECIRCULATION FAN MOTOR @ 125% FLA 35 AMPS 35 A 1-5HP RECIRCULATION FAN MOTOR 28 A 1-5HP RECIRCULATION FAN MOTOR 28 A 1-5HP RECIRCULATION FAN MOTOR 28 A 7—LIGHT FIXTURES 120V @ 1 AMP EACH REV. 7 A 7—LIGHT FIXTURES 120V ® 1 AMP EACH * 7 A 1—Control power 10 A TOTAL 148 A *RECOMMEND 1 240 VAC SINGLE—PHASE 150 AMP FEED WITH NEUTRAL RECIRCULATION FAN 5HP 240V 1 -PHASE ® 125% 35.0 FLA 3-8 AWG THHN WIRE, 1-8 AWG THHN WIRE GROUND PULSE VALVE 3-14 AWG THHN WIRES 3 Q 1-14 AWG THHN GROUND WIRE 1-14 AWG THHN NEUTRAL WIRE 120 VAC 1-1PHASE POWDER COATING CONTROL PANEL <rsTev ntertek Electrical Drawing) ETL LISTED INDUSTRIAL CONTROL EQUIPMENT 53993 CONFORMS TO UL STD 508a PC/CP4 CONTROL PANEL PULSE VALVE 3-14 AWG THHN WIRES 3 1-14 AWG THHN GROUND WIRE 1-14 AWG THHN NEUTRAL WIRE 120 VAC 1—PHASE #10 SOLID COPPER WIRE Ft UKUUNUINU LAAMV NEC 2011: 250.104 BONDING OF PIPING SYSTEMS AND EXPOSED STRUCTURAL STEEL. (B) OTHER METAL PIPING. IF INSTALLED IN, OR AMACH TO, A BUILDING OR STRUCTURE, A METAL PIPING SYSTEM (S), INCLUDING GAS PIPING, THAT IS LIKELY TO BECOME ENERGIZED SHALL BE BONDED TO THE SERVICE EQUIPMENT ENCLOSURE; THE GROUNDED CONDUCTOR AT THE SERVICE; THE GROUND ELECTRODE CONDUCTOR, IF OF SUFFICIENT SIZE; OR TO ONE OR MORE GROUNDING ELECTRODES USED. THE BONDING CONDUCTOR (S) OR JUMPERS (S). THE EQUIPMENT GROUNDING CONDUCTOR FOR THE CIRCUIT THAT IS LIKELY TO ENERGIZE THE PIPING SHALL BE PERMITTED TO SERVE AS THE BONDING MEANS. THE POINTS OF ATTACHMENT OF BONDING JUMPER (S) SHALL BE ACCESSIBLE. PIPE GROUNDING CLAMP \_ SCH 40 GAS PIPE CFC 2013 SECTION 2403.2.5 GROUNDING. METAL PARTS OF SPRAY BOOTHS, EXHAUST DUCTS AND PIPING SYSTEMS CONVEYING CLASS I OR II LIQUIDS SHALL BE ELECTRICALLY GROUNDED IN ACCORDANCE WITH CALIFORNIA ELECTRICAL CODE. METALLIC PARTS LOCATED IN RESIN APPLICATION AREAS, Li INCLUDING BUT NOT LIMITED TO EXHAUST DUCTS VENTILATION FANS, SPRAY APPLICATION EQUIPMENT, WORKPIECES AND PIPING, SHALL BE ELECTRICALLY GROUNDED. #10 SOLID COPPER PC/CP4 CONTROL PANEL I I WIRE n /- GROUNDING BAR LOCATED IN CONTROL PANEL SUPPLY POWER 230V 1 -PHASE ® 150 FLA 3-1 AWG THHN WIRE, 1-8 AWG THHN WIRE GROL 7—LIGHT FIXTURES 120V @ 1 AMP EACH 2-14 AWG THHN WIRES 0 1-14 AWG THHN GROUND WIRE 7—LIGHT FIXTURES 120V © 1 AMP EACH 2-14 AWG THHN WIRES Q 1-14 AWG THHN GROUND WIRE RECIRCULATION FAN L 5HP 240V 1 -PHASE ® 28 FLA 3-8 AWG THHN WIRE, 1 -R AWr TNNN WIRE rpni INTI TO SUPPLY POWER PULSE VALVE 3-14 AWG THHN WIRES 3 1-14 AWG THHN GROUND WIRE 1-14 AWG THHN NEUTRAL WIRE 120 VAC 1—PHASE RECIRCULATION FAN /8\ 5HP 240V 1 -PHASE ® 28 FLA 3-8 AWG THHN WIRE, 1-8 AWG THHN WIRE GROUND PULSE VALVE 3-14 AWG THHN WIRES 3 1-14 AWG THHN GROUND WIRE 1-14 AWG THHN NEUTRAL WIRE 120 VAC 1—PHASE RECIRCULATION FAN Q8 5HP 240V 1 -PHASE ® 28 FLA 3-8 AWG THHN WIRE, 1-8 AWG THHN WIRE GROUND ID 111i M-14 CFC 2013 SECTION 2403.2.5 GROUNDING. METAL PARTS OF SPRAY BOOTHS, EXHAUST DUCTS AND PIPING SYSTEMS CONVEYING CLASS I CR II LIQUIDS SHALL BE ELECTRICALLY GROUNDED IN ACCORDANCE WITH CALIFORNIA ELECTRICAL CODE. METALLIC PARTS LOCATED IN RESIN APPLICATION AREAS, INCLUDING BUT NOT LIMITED TO EXHAUST DUCTS VENTILATION FANS, SPRAY APPLICATION EQUIPMENT, WORKPIECES AND PIPING, SHALL BE ELECTRICALLY GROUNDED. * UNIT MODEL: PC/CP-4 CONFORMS TO UL STD 508A * AUTOMATED CONTROLS REV. DESCRIPTION DATE BY * TIMED PULSE CLEANING SEQUENCE ON/OFF SWITCH * EATON CUTLER HAMMER MOTOR PROTECTION AND CONTROL DEVICES * LIGHTING ON/OFF SWITCH r. f * (E—STOP) EMERGENCY SHUT DOWN BUTTON D 2-14 AWG THHN, 1-14 AWG THHN GROUND — Y" EMT CONDUIT * CONTROL PANEL DOOR DICONNECT SWITCH 83-14 AWG THHN, 1-14 AWG THHN NEUTRAL,1-14 AWG THHN GROUND -Y " EMT CONDUIT r * TERMINAL STRIP FOR EASY FIELD WIRING OF ALL FACTORY SUPPLIED ®311c, —8 AWG THHN, 1-8 AWG THHN GROUND 1-8 — 3/4" EMT CONDUIT;"`�` SYS COMPONENTS ON PAINT BOOTH. A 3-1 AWG THHN WITH NEUTRAL, 1-8 AWG THHN GROUND 1-8 — 1 1/2" EMT CONDUIT AFC FINISHING SYSTEMS 250 AIRPORT PARKWAY, OROVILLE, CA 95965 (800) 331-7744 (530) 533-0179 (FAX) http://www.afc—ca.com email: sales@afc—ca.com THIS DRAWING IS THE PROPERTY OF AFC FINISHING SYSTEMS AND IS NOT TO BE LOANED, COPIED OR DUPLICATED UNLESS IN DIRECT CONNECTION WITH AFC FINISHING SYSTEMS. ALL RIGHTS RESERVED. THIS DRAWING MUST BE RETURNED UPON REQUEST BY AFC FINISHING SYSTEMS. DRAWN FOR: � I WEISS McNAIR DESCRIPTION. Electrical Powder Coat Booth Drawing DRAWN BY: CHECKED BY: APPROVED BY: DATE: 12/11/15 JDD INSTALLED BY: FIELD CHANGED BY: SCALE: DRAWING NAME: 48 or 1/4"=1' Sheet -7 O(S), PE GROUNDING CLAMP V I /eiss McNairte'nc. NEC 2011: 250.104 BONDING OF PIPING SYSTEMS AND EXPOSED STRUCTURAL STEEL. (B) OTHER METAL PIPING. IF INSTALLED IN, OR ATTTACH TO, A BUILDING OR STRUCTURE, A METAL PIPING SYSTEM 240VAC INCLUDING GAS PIPING, THAT IS LIKELY TO BECOME ENERGIZED531 Country DriveSminleiiiiiiiiiiiiiiiihase60Hlectr'icalDrawin SHALL BE BONDED TO THE SERVICE EQUIPMENT ENCLOSURE; THE /,, �+ 95928 Q Q 9 GROUNDED CONDUCTOR AT THE SERVICE; THE GROUND ELECTRODE Chico., ilio., CA ✓5928 ELECTRODES USED. THE BONDING CONDUCTOR (S) OR JUMPERS (S). CONDUCTOR, IF OF SUFFICIENT SIZE; OR TO ONE OR MORE GROUNDING #10 SOLID COPPER THE EQUIPMENT GROUNDING CONDUCTOR FOR THE CIRCUIT THAT IS WIRE LIKELY TO ENERGIZE THE PIPING SHALL BE PERMITTED TO SERVE AS THE BONDING MEANS. THE POINTS OF ATTACHMENT OF BONDING JUMPER (S) SHALL BE ACCESSIBLE. ETL LISTED tsTINDUSTRIAL CONTROL nteftek EQUIPMENT 53993 Load requirements based on 230 volt Single—phase 75 amp power supply 1—CP2D CONTROL PANEL WITH DIGITAL THERMOSTAT L1 1-3HP RECIRCULATION FAN MOTOR @ 125% FLA 21.25 AMPS 21.25 A 1-1 HP EXHAUST FAN MOTOR @ 8 FLA 1 /3HP 240V 1- HASE ® 3.6 FLA 8 A 1-1 3HP TURBO CURE FAN MOTOR ® 3.6 FLA 3.6 A 1-1 3HP TURBO CURE FAN MOTOR ® 3.6 FLA 3.6 A 1-1 /3HP TURBO CURE FAN MOTOR © 3.6 FLA 3.6 A 1-1 /3HP TURBO CURE FAN MOTOR ® 3.6 FLA 3.6 A 6—LIGHT FIXTURES 120V @ 1 AMP EACH 6 A 6—LIGHT FIXTURES 120V @ 1 AMP EACH 6 A 1—Control power 15 A TOTAL 70.65 A CONFORMS TO UL STD 508a 2-14 AWG THF 1-14 AWG TH *RECOMMEND 1 230 VAC SINGLE—PHASE 75 AMP FEED WITH NEUTRAL CONTROL PANEL WITH DIGITAL THERMOSTAT: CP2D TURBO CURE RECIRCULATION FAN 1 /3HP 240V 1 -PHASE ® 3.6 FLA 2-14 AWG THF 1-14 AWG TH N WIRE, N WIRE GROUND 1� AWG THHN TURBO CURE RE IRCULATION FAN 1 /3HP 240V 1- HASE ® 3.6 FLA 2-14 AWG THHNI WIRE, Q 1 1-14 AWG THHN WIRE GROUND TURBO CURE RECIRCULATION FAN 1 /3HP 240V 1 -PHASE ® 3.6 FLA 2-14 AWG THHN WIRE, 1-14 AWG THHN WIRE GROUND 1� EXHAUST FAN 1HP 240V 1 -PHASE ® 8 FLA 3-12 AWG THHN WIRE, n� 1-12 AWG THHN WIRE GROUND /3\ CP2D CONTROL PANEL WITH DIGITAL THERMOSTAT BURNER CONTROL Q 2-14 AWG THHN WIRES 1-14 AWG THHN GROUND WIRE 1—SHIELDED PAIR SUPPLY POWERQ MAKE-UP AIR FAN 230V 1 -PHASE ® 75 FLA TO SUPPLY POWER 3-6 AWG THHN WIRE, 3HP 240V 1 -PHASE © 1257. 21.25 FLA 1-6 AWG THHN WIRE GROUND 3-10 AWG THHN WIRE, 1-10 AWG THHN WIRE GROUND 6 JD -2 AIR PROVING SWITCH Q 2-14 AWG THHN WIRE 1-14 AWG THHN GROUND WIRE 6—LIGHT FIXTURES 120V © 1 AMP EACH 2-14 AWG THHN WIRES 1-14 AWG THHN GROUND WIRE CONTROL PANEL WITH DIGITAL THERMOSTAT * UNIT MODEL: CP21D CONFORMS TO UL STD 508A * SYSTEM SWITCH TO SWITCH BETWEEN OFF AND CURE MODE * EATON CUTLER HAMMER MOTOR PROTECTION AND CONTROL DEVICES * DIGITAL THERMOSTAT * LIGHTING ON/OFF SWITCH * (E—STOP) EMERGENCY SHUT DOWN BUTTON * CONTROL PANEL DOOR DICONNECT SWITCH * TERMINAL STRIP FOR EASY FIELD WIRING OF ALL FACTORY SUPPLIED COMPONENTS ON PAINT BOOTH. TURBO CURE RECIRCULATION FAN 1 /3HP 240V 1 -PHASE @ 3.6 FLA 2-14 AWG THHN WIRE, 1-14 AWG THHN WIRE GROUND L HIGH LIMIT SWITCH 2-14 AWG THHN WIRES 1-14 AWG THHN GROU WIRE 6—LIGHT FIXTURES 120V @ 1 AMP EAC 2-14 AWG THHN WIRES 0 1-14 AWG THHN GROUND WIRE ZL2-14 AWG THHN, 1-14 AWG THHN GROUND — Y" EMT CONDUIT 83-12 AWG THHN, 1-14 AWG THHN GROUND — Y" EMT CONDUIT A2-14 AWG THHN, 1-14 AWG THHN GROUND WIRE 1—SHIELDED PAIR —3/4" EMT CONDUIT. © 3-10 AWG THHN, 1-10 AWG THHN GROUND — 3/4" EMT CONDUIT A93-1 AWG THHN WITH NEUTRAL, 1-8 AWG THHN GROUND 1-8 — 3/4" EMT CONDUIT PIPE GROUNDING CLAMP \_ SCH 40 GAS PIPE CFC 2013 SECTION 2403.2.5 GROUNDING. METAL PARTS OF SPRAY BOOTHS, EXHAUST DUCTS AND PIPING SYSTEMS CONVEYING CLASS I OR II LIQUIDS SHALL BE ELECTRICALLY GROUNDED IN ACCORDANCE WITH CALIFORNIA ELECTRICAL CODE. METALLIC PARTS LOCATED IN RESIN APPLICATION AREAS, INCLUDING BUT NOT LIMITED TO EXHAUST DUCTS VENTILATION FANS, SPRAY APPLICATION EQUIPMENT, WORKPIECES AND PIPING, SHALL BE ELECTRICALLY GROUNDED. #10 SOLID COPPER WIRE M � GROUNDING BAR LOCATED IN CONTROL PANEL REV. CFC 2013 SECTION 2403.2.5 GROUNDING. METAL PARTS OF SPRAY BOOTHS, EXHAUST DUCTS AND PIPING SYSTEMS CONVEYING CLASS I CR II LIQUIDS SHALL BE ELECTRICALLY GROUNDED IN ACCORDANCE WITH CALIFORNIA ELECTRICAL CODE. METALLIC PARTS LOCATED IN RESIN APPLICATION AREAS, INCLUDING BUT NOT LIMITED TO EXHAUST DUCTS VENTILATION FANS, SPRAY APPLICATION EQUIPMENT, WORKPIECES AND PIPING, SHALL BE ELECTRICALLY GROUNDED. DESCRIPTION DATE I BY AFC FINISHING SYSTEMS 250 AIRPORT PARKWAY, OROVILLE, CA 95965 (800) 331-7744 (530) 533-0179 (FAX) http://www.afc—ca.com email: sales®afc—co.com THIS DRAWING IS THE PROPERTY OF AFC FINISHING SYSTEMS AND IS NOT TO BE LOANED, COPIED OR DUPLICATED UNLESS IN DIRECT CONNECTION WITH AFC FINISHING SYSTEMS. ALL RIGHTS RESERVED. THIS DRAWING MUST BE RETURNED UPON REQUEST BY AFC FINISHING SYSTEMS. DRAWN FOR: WEISS McNAIR DESCRIPTION: Electrical Dry -Off Booth DRAWN BY: CHECKED BY: APPROVED BY: DATE: 12/11/15 JDD INSTALLED BY: FIELD CHANGED BY: SCALE: DRAWING NAME: O 48 or 1/4"=1' Sheet -8 Weiss McNair. Inc. 531 Country Drive Chico, CA 95928 240VAC Single -Phase 60HZ (Electrical Drawing) Load requirements based on 230 volt Single—phase 30 amp power supply 1—PC1 FOR WASH BOOTH: WB2014 L1 1-1HP FAN MOTOR @ 125% FLA 10 AMPS 10 A 6—LIGHT FIXTURES 120V @ 1 AMP EACH 6 A 6—LIGHT FIXTURES 120V @ 1 AMP EACH 6 A 1—Control power 5 A TOTAL 27 A *RECOMMEND 1 240 VAC SINGLE—PHASE 30 AMP FEED WITH NEUTRAL <rsreV Intertek ETL LISTED INDUSTRIAL CONTROL EQUIPMENT 53993 CONFORMS TO UL STD 508a MANUAL CONTROL PANEL: CP1 nn4 nnkfI nl11 nAkIM MANUAL CONTROL PANEL * UNIT MODEL: CP1 CONFORMS TO UL STD 508A * SYSTEM ON/OFF SWITCH * EATON CUTLER HAMMER MOTOR PROTECTION AND CONTROL DEVICES * LIGHTING ON/OFF SWITCH * (E—STOP) EMERGENCY SHUT DOWN BUTTON * CONTROL PANEL DOOR DICONNECT SWITCH * TERMINAL STRIP FOR EASY FIELD WIRING OF ALL FACTORY SUPPLIED COMPONENTS ON PAINT BOOTH. 02-14 AWG THHN, 1-14 AWG THHN GROUND — Y" EMT CONDUIT A3-12 AWG THHN, 1-14 AWG THHN GROUND — Y" EMT CONDUIT A3-8 AWG THHN WITH NEUTRAL, 1-8 AWG THHN GPOUND 1-8 — 3/4" EMT CONDUIT #10 SOLID COPPER WIRE n / #10 SOLID COPPER WIRE REV. F't UKUUNUINU UL PAr NEC 2011: 250.104 BONDING OF PIPING SYSTEMS AND EXPOSED STRUCTURAL STEEL. (B) OTHER METAL PIPING. IF INSTALLED IN, OR ATTTACH TO, A BUILDING OR STRUCTURE, A METAL PIPING SYSTEM (S), INCLUDING GAS PIPING, THAT IS LIKELY TO BECOME ENERGIZED SHALL BE BONDED TO THE SERVICE EQUIPMENT ENCLOSURE; THE GROUNDED CONDUCTOR AT THE SERVICE; THE GROUND ELECTRODE CONDUCTOR, IF OF SUFFICIENT SIZE; OR TO ONE OR MORE GROUNDING ELECTRODES USED. THE BONDING CONDUCTOR (S) OR JUMPERS (S). THE EQUIPMENT GROUNDING CONDUCTOR FOR THE CIRCUIT THAT IS LIKELY TO ENERGIZE THE PIPING SHALL BE PERMITTED TO SERVE AS THE BONDING MEANS. THE POINTS OF ATTACHMENT OF BONDING JUMPER (S) SHALL BE ACCESSIBLE. PIPE GROUNDING CLAMP ` SCH 40 GAS PIPE CFC 2013 SECTION 2403.2.5 GROUNDING. METAL PARTS OF SPRAY BOOTHS, EXHAUST DUCTS AND PIPING SYSTEMS CONVEYING CLASS I OR II LIQUIDS SHALL BE ELECTRICALLY GROUNDED IN ACCORDANCE WITH CALIFORNIA ELECTRICAL CODE. METALLIC PARTS LOCATED IN RESIN APPLICATION AREAS, INCLUDING BUT NOT LIMITED TO EXHAUST DUCTS VENTILATION FANS, SPRAY APPLICATION EQUIPMENT, WORKPIECES AND PIPING, SHALL BE ELECTRICALLY GROUNDED. GROUNDING BAR LOCATED IN CONTROL PANEL CFC 2013 SECTION 2403.2.5 GROUNDING. METAL PARTS OF SPRAY BOOTHS, EXHAUST DUCTS AND PIPING SYSTEMS CONVEYING CLASS I OR II LIQUIDS SHALL BE ELECTRICALLY GROUNDED IN ACCORDANCE WITH CALIFORNIA ELECTRICAL CODE. METALLIC PARTS LOCATED IN RESIN APPLICATION AREAS, INCLUDING BUT NOT LIMITED TO EXHAUST DUCTS VENTILATION FANS, SPRAY APPLICATION EQUIPMENT, WORKPIECES AND PIPING, SHALL BE ELECTRICALLY GROUNDED. DESCRIPTION DATE 1 BY AFC FINISHING SYSTEMS 250 AIRPORT PARKWAY, OROVILLE, CA 95965 (800) 331-7744 (530) 533-0179 (FAX) http://www.afc—ca.com email: sales@afc—co.com THIS DRAWING IS THE PROPERTY OF AFC FINISHING SYSTEMS AND IS NOT TO BE LOANED, COPIED OR DUPLICATED UNLESS IN DIRECT CONNECTION WITH AFC FINISHING SYSTEMS. ALL RIGHTS RESERVED. THIS DRAWING MUST BE RETURNED UPON REQUEST BY AFC FINISHING SYSTEMS. DRAWN FOR: WEISS McNAIR DESCRIPTION: Electrical Wash Booth DRAWN BY: CHECKED BY: APPROVED BY: DATE: 12/11/15 JDD INSTALLED BY: FIELD CHANGED BY: SCALE: DRAWING NAME: 48 or 1/4"=1' Sheet-! NFPA 33 Standard for Spray Application Using Flammable or Combustible Materials. 2011 Edition 2011 Edition NEPA 33 Standard for Spray Application Using Flammable or Combustible Materials Chapter 5 Construction and Design of Spray Areas, Spray Rooms, and Spray Booths 5.1.2 The floor of the spray area shall be constructed on noncombustible material, limited—combustible material, or combustible material that is completely covered by noncombustible material. 5.1.4 If walls or ceiling assemblies are constructed of sheet metal, single—skin assemblies shall be no thinner than 1.2mm (0.0478 in.) and each sheet of double—skin assemblies shall be no thinner than 0.9mm (0.0359 in.). 5.1.5 Structural sections of spray booths shall be permitted to be sealed with a caulk or sealant to minimize air leakage. 5.1.6 Spray rooms shall be constructed of and separated from surrounding areas of the building by construction assemblies that have a fire resistance rating of 1 hour. 5.1.7 Enclosed spray booth and spray rooms shall be provided with means of egress that meet the requirements of NEPA 101, Life Safety Code. 5.1.8 Spray booths that are used exclusively for power coating shall meet the requirements of Chapter 15. They shall be permitted to be constructed of fire—retardant combustible materials where approved by the authority having jurisdiction. Exception: Listed spray booth assemblies that constructed of other materials shall be permitted. 5.3 Separation from Other Operations. Spray booth shall be separated from other opertions by a minimum distance of 915mm (3 ft) or by a partition, wall, or floor/ceiling assembly having a minimum fire resistance rating of 1 hour. Multiple connected spray booths shall not be considered as "other operations' except as provided for in Section 13.3. 5.3.1 Spray booths shall be installed so that all parts of the booth are readily accessible for cleaning. 5.3.2 A clear space of not less than 915mm (3 ft) shall be maintained on all sides and above the spray booth. This clear space shall be kept free of any storage or combustible construction. Exception No. 1: This requirement shall not prohibit locating a spray booth closer than 915mm (3 ft) to or directly againt an interior partition, wall, or floorceiling assembly that has a fire reistance rating of not less than 1 hour, provided the spray Ioth can be maintained and cleaned. Exception No. 2: This requirement shall not prohibit locating a spray booth closer than 915mm (3 ft) to an exterior wall or roof assembly provided the wall or roof is constructed of non— combustible material and provided the booth can be maintained and cleaned. 5.5 Vision and Observation Panels. 5.5.1 Panels for lights fixtures or for observation shall be of heat—treated glass, laminated glass, wired glass, or hammered wired glass and shall be sealed to cofine vapors, mists, residues, dusts, and deposits to the spray area. Exception: Listed spray booth assemblies that have vision panels constructed of other materials shall be permitted. 5.5.2 Panels for light fixtures shall be separated from the fixture to prevent the surface temperature of the panel from exceeding 93°C (2007). 5.5.3 The panel frame and method of attachment shall be designed to not fail under fire exposure before the vision panel fails. 5.5.4 Observation panels for spray booths that are used exclusively for powder coating processes shall be permitted to be constructed of fire—resistant combusible materials. 5.6 Ventilation. Spray areas that are equipped with ventilation distribution or baffle plates or with dry overspray collection filters shall meet the requirements of 5.6.1. through 5.6.5. 5.6.1 Distribution plates or baffles shall be constructed of noncombusible materials and shall be readily removable or accessible for cleaning on both sides. 5.6.2 Filters shall not be used when applying materials known to be highly susceptible to spontaneous heating or spontaneous ignition. 5.6.3 Supports and holder for filters shall be constructed of noncombusible materials. 5.6.4 Overspray collection filters shall be readily removable or accessible for cleaning or replacement. 5.6.5 Filters shall not be alternated used for different types of coating materials if the combination of materials might result in spontaneous heating or ignition. (See also Section 10.9.) 2011 Edition NFPA 33 Standard for Spray Application Using Flammable or Combustible Materials Chapter 6 Electrical and Other Sources of Ignition: 6.3.1.2 Class 1, Division 2 Locations. As defined in 500.5(B) (2) of NFPA 70, National Electrical Code, a Class 1, Division 2 location shall be any location where one the following conditions exists: (1) A flammable gas or volatile flammable liquid is handled, processed, or used but any flammable gas, vapor or liquid is confined within a closed container or a closed system from which it can escape only in case of accidental rupture or breakdown of the container or system or in case of abnormal operation of the equipment. (2) An ignitible concentration of flammable gas or vapor is normally prevented by positive mech— anical ventilation but might exit because of failure or abnormal operation of the ventilating equip— ment. (3) An ignitible concentration of flammable gas or vapor might occasionally be transmitted from an adjacent Class 1, Divison 1 location, unless such transmission is prevented by positive pressure ventilation from a source of clean air and effective safeguards against ventilation failure are provided. As to 2013 CFC Section 2404.3.2.5 Clear space. Spray booths shall be installed so that all parts of the booth are readily accessible for cleaning. A clear space of not less than 3 feet (914mm) shall be maintained on all sides of the spray booth. This clear space shall be kept free of any storage or combustible construction. Exceptions 1. This requirement shall not prohibit locating a spray booth closer that 3 feet (914mm) to or directly against an interior partition, wall or floor/ceiling assembly that has a fire—resistance rating of not less than 1 hour, provided the spray booth can be adequately maintained and cleaned. Exceptions 2. This requirement shall not prohibit locating a spray booth closer that 3 feet (914mm) to or directly aqainst an exterior wall or roof assembly, provided the wall or roof is constructed of noncombustible material and the spray booth can be adequately maintained and cleaned. As to 2013 CFC Section 2404.3.2.6 Size: The aggregate area of spray booths in a building shall not excceed the lesser of 10 percent of the area of any floor pf building or the basic area allowed for a Group H-2 occupancy without area increases, as set forth in the International Building Code. The area of an individual spray booth in a building shall not exceed the lesser of the aggregate size limit or 1,500 square feet (139m ) Exception: One individual booth not exceeding 500 square feet (46m ). As to 2013 CFC: 2404.6.1.2.1 Interlocks The spraying appartus, drying apparatus and ventilating system for the spray booth or spray room shall be equipped with interlocks arranged to: 1. Prevent opertion of spraying apparatus while drying operations are in progress. 2. Purge spray vapors from the spray booth or spray room for a period of not less than 3 minutes before the drying apparatus is rendered operable. 3. Have the ventilating system maintain a safe atmosphere within the spray booth or spray room during the drying process and automatically shut off drying apparatus in the event of a failure of the ventilating system. 4. Shut off the drying apparatus automatically if the air temperature within the booth exceeds 2007 (93°C). As to 2013 CFC: 2404.4 Fire protection Spray booths and spray rooms shall be protected by an approved automatic fire extinguishing system complying with Chapter 9. Protectection shall also extend to exhaust plenums, exhaust ducts and both sides of dry filters when such filters are used. As to 2013 CFC: 2404.4.1 Fire extinguishers. Portable fire extinguishers complying with Section 906 shall be provided for spraying areas in accordance with the requirements for an extra (high) hazard occupancy. As to 2013 CFC: 2403.2.6 Smoking prohibited. Smoking shall be prohibited in flammable vapor areaa and hazarhous materials storage rooms associated with flammable finish processes. " No Smoking" signs complying with Section 310 shall be conspicuously posted in such areas. As to 2013 CFC 2403.2.7 Welding warning signs. Welding, cutting and similar spark—producing operations shall not be conducted in or adjacent to flammable vapor areas or dipping or coating operations unless precautions have been taken to provide safety. Conspicuous signs with the following warning shall be posted in the vicinity of flammable vapor areas, dipping operations and paint storage rooms: NO WELDING THE USE OF WELDING OR CUTTING EQUIPMENT IN OR NEAR THIS AREA IS DANGEROUS BECAUSE OF FIRE AND EXPLOSION HAZARDS. WELDING AND CUTTING SHALL BE DONE ONLY UNDER THE SUPERVISION OF THE As to 2013 CFC: 2404.7.3 Air Velocity. PERSON IN CHARGE. Ventilation systems shall be designed, installed and maintained such that the average air velocity over the open face od the booth, or booth cross section in the direction of airflow during spraying operations, shall not be less than 100 feet per minute (0.51m/s). As to 2013 CFC: 2404.7.7 Fan motors and belts. Electric motors driving exhaust fans shall not be placed inside booths or ducts. Fan rotating elements shall be nonferrous or nonsparking or the casing shall consist of, or be lined with, such material. Belts shall not enter the duct or booth unless the belt and pulley within theduct are tightly enclosed. As to 2013 CFC: 2404.3 Design and construction. Design and construction of spray rooms, spray booths and spray spaces shall be in accordance with Sections 1504.3 through 1504.3.3.1. As to 2013 CFC: 2404.3.1.1 Floor. Combustible floor construction in spray rooms shall be covered by approved, noncombustile, nonsparking material, except where combustible coverings, including but not limited to thin paper or plastic and strippable coatings, are utilzed over noncombustible materials to facilitate cleaning operations in spray rooms. As to 2013 CFC: 2404.3.2.1 Construction. Spray booths shall be constructed of approved noncombustible materials. Aluminum shall not be used. Where wall or ceiling assemblies are constructed of sheet metal, single—skin assemblies shall be no thinner than 0.0478 inch (18 gage) (1.2mm) and each sheet of double—skin assemblies shall be no thinner than 0.0359 inch (20 gage) (0.9mm). Structural sections of spray booths allowed to be sealed with latex—based or similar caulks and sealants. As to 2013 CFC: 2404.3.2.4 Means of egress Means of egress shall be provided in accordance with Chapter 10. Exception: Means of egress doors from premanfactured spray booths shall not be less than 30 inches (762mm) in width by 80 inches (2032mm) in height. As to 2013 CFC: 2404.6.2.1 Glass panels Panels for luminaires or for observation shall be heat—treated glass, wired glass or observation shall be heat—treated glass, wired glass or hammered wire glass and shall be sealed to confine vapors, mists, residues, dusts and deposits to the flammable vapor area. Panels for luminaires shall be separated from the luminaire to prevent the suface temperature of the panel from exceeding 200'17 (93°C). As to 2013 CFC: 2404.6.2.2 Exterior luminaires. Luminaires attached to walls or ceilings of a flammable vapor area, but outside of any classified area and separated from the flammable vapor areas by vapor—tight glass panels, shall be suitable for use in ordinary hazard locations, Such luminaires shall be seviced from outside the flammable vapor areas. As to 2013 CFC: 2404.6.2.3 Integral luminaires. Luminaires that are an integral part of the walls or ceiling of flammable vapor area are allowed to be separated from the flammable vapor area by glass panels that are anintegral part of the luminaire. Such luminaires shall be listed for use in Class 1, Division 2 or Class II, Division 2 locations, whichever is applicable, and also shall be suitable for accumulations of deposits of combustible residues. Such luminaires are allowed to be serviced from inside the flammable vapor area. As to 2013 CFC: 2404.7.6 Termination point. The termination point for exhaust ducts discharging to the atmosphere shall not be less than the following distances: 1. Ducts conveying explosive or flammable vapors fumes or dusts: 30 feet from the lot line; 10 feet from openings into the building; 6 feet from exterior walls and roofs; 30 feet from combustible walls or openings into the building that are in the direction of the exhaust discharge; 10 feet above adjoining grade. 2. Other product—convey outlets: 10 feet from the lot line; 3 feet from exterior walls and roof; 10 feet from openings into the building; 10 feet above adjoining grade. As to 2013 CMC: 505.1 General A mechanical ventilation or exhaust system shall be installed to control, capture, and remove emissions generated from product use or handling where required in accordance with the building code or fire code and where such emissions result in a hazard to life or property. The design of the system shall be such that the emissions are confined to the area in which they are generated by air currents, hoods, or enclosures and shall be exhausted by a duct system to a safe location or treated by removing contaminants. Ducts conveying explosives or flammable vapor, fumes, or dust shall extend driectly to the exterior of the building without entering other spaces and shall not extend into or through ducts and plenums. Exception: Ducts conveying vapor or fumes having flammable consitituents less than 25 percent of their lower flammability Limit (LFL) shall be permitted to pass through other spaces. As to CMC 506.7 DUCT CLEARANCES: 2012 CALIFORNIA MECHANICAL CODE SECTION 506.7 DUCT CLEARANCES: DUCT AND SYSTEM COMPONENTS HANDLING COMBUSTIBLE MATERIAL AND OPERATING AT LESS THAN 140-F (60-C) SHALL HAVE A CLEARANCE OF NOT LESS THAN 18 INCHES (457MM) FROM COMBUSTIBLE CONSTRUCTION OR COMBUSTIBLE MATERIAL. [NFPA 91:4.6.2] EXCEPTIONS: (1) WHERE THE DUCTWORK SYSTEM IS EQUIPPED WITH AN APPROVED AUTOMATIC EXTINGUISHING SYSTEM DESIGNED FOR APECIFIC HAZARD,THE CLEARANCE SHALL BE PERMITTED TO BE REDUCED TO 6 INCHES (152mm) FROM COMBUSTIBLE MATERIALS AND 1/2 OF AN INCH (12.7mm) FROM COMBUSITIBLE CONSTRUCTION. [NFPA 91:4.6.2.1] (2) WHERE THE COMBUSTIBLE MATERIAL AND CONSTRUCTION IS PROTECTED BY THE USE OF MATERIALS OR PRODUCTS LISTED FOR PROTECTION PURPOSES OR IN ACCORDANCE WITH TABLE 506.7. AT TABLE 506.7. FORM OF PROTECTION: (C) 0.024 OF AN INCH (NO. 24 GAUGE) SHEET METAL OVER 1 INCH GLASS FIBER OR MINERAL WOOL BATTS REINFORCED WITH WIRE, OR EQUIVALENT, ON REAR FACE WITH NOT LESS THAN 1 INCH AIR GAP (MINIMUM ALLOWABLE REDUCTION IN CLEARANCE "PERCENT" ) AS WALL PROTECTOR 66% AND AT CEILING 66%. TYPICAL DOOR LIMIT SWITCH INSTALLATION NEC APPROVED POUR FITTING NOTE: ALL ELECTRICAL WIRING TO COMPLY WITH NFPA 70, THE�� \\ NATIONAL ELECTRIC CODE, LATEST EDITION, UNLESS STATED VERTICAL WALL PANEL OTHERWISE BY LOCAL AUTHORITY HAVING JURISDICTION.4x4" TEK SCREWS \` ACCESS DOOR FRAME FLEX CONDUIT - HAZARDOUS i \\ LOCATION EATON CUTLER -HAMMER MODEL: 10316H1002 \ LIMIT SWITCHB RAC K ET TYPE LX HAZARDOUS LOCATION LIMIT SWITCH I � -DOOR BRACKET DOOR HINGE MAN DOOR BERSERVATION WINDOW I I I I DESIGNED FOR EXTREME ENVIRONMENTAL SERVICE t I IN NEMA 7-9 LOCATIONS WHERE EXISTS A DANGER ACCESS DOOR AN INTERNAL OR EXTERNAL EXPLOSION OF FLAMMABLE �\ GASES, VAPORS, METAL ALLOY OR GRAIN DUST. ADJUSTMENT SCREW \\ `� 2P BRIXON LATCH II 11 1 FLEX CONDUIT TYPICAL DOWNFLO MAN -DOOR LIMIT SWITCH \\ ADJUSTMENT BRACKET NEC APPROVED POUR FTITIN \\ ,�I�OR OUT) (UP OR DOWN) HAZARDOUS LOCATION LIMIT SWITCH , HEADER PANEL DOOR BRACKET - , BRIXON LATCH TO MAN ACCESS DOOR LEFT DRIVE DOOR 0 RIGHT DRIVE DOOR 0 TYPICAL DRIVE -DOOR LIMIT SWITCH TEK SCREW SIZE 1/4"-14 X 3/4" SHEAR LOAD PER SCREW THRU LAPPED 18 GAGE PANEL 1442 LBS. 3 3 4 4 AFC 2P Brixon Latch TEK SCREW SIZE 1/4"-14 X 3/4" SHEAR LOAD PER SCREW THRU LAPPED 18 GAGE PANEL 1442 LBS. 1 DRILL & TAP SCREW 2500 HEX WASHER 3 1/4- 14x3/4 4 DRILL & TAP SCREW 56 3/4" HOLE IN VERTICAL WALL PANEL Nameplate RPM: 1745 Voltage: 208/230/460 r -PLACE INSIDE SERVICE 2500 HEX WASHER IN HOLE Efficiency Group: NEMA Prem Eff,MG1 Table 12-12 NEMA Premium Efficiency Motor 1/4 - 14 x 3/4 Constant Variable and 2:1 Constant Torque 2 Hp Motor weight: 48.15 lbs As to 2013 CFC: 2404.7.7 Fan motors and belts. Electric motors driving exhaust fans shall not be placed Insidebooths or ducts. Fan rotating elements shall be nonferrous or nonsparking PANEL A 18GA GALVANIZED STEEL, CQ/LFQ A653 SH A40 NCT, G-90 RATING OF 1.25 OZ PER SQUARE FOOT theduct are tightly enclosed. 15 PANEL B 116 18GA GALVANIZED STEEL, CQ/LFQ A653 SH A40 NCT, G-90 RATING OF 1.25 OZ PANEL A 18GA GALVANIZED STEEL, CQ/LFQ A653 SH A40 NCT, G-90 RATING OF 1.25 OZ PER SQUARE FOOT PANEL B 11 18GA GALVANIZED STEEL, CQ/LFQ A653 SH A40 NCT, G-90 RATING OF 1.25 OZ 5 2 PER SQUARE FOOT PER SQUARE FOOT TYPICAL PANEL WIDTH TYPICAL PANEL WIDTH TYPICAL COMPANION CONNECTION DETAIL TYPICAL INTERLOCKING CONNECTION DETAIL ROOF PANEL TYP. - 24" x 120" 18GA GALVANIZED STEEL TIE-IN ANGLE TYP. - 2"x2"x 120" 14GA GALVANIZED STEEL WALL PANEL TYP. - 20" x 120" 18GA GALVANIZED STEEL 14 x 4 SELF -DRILL TEK SCREWS, 1" FROM ENDS, 24" ON CENTER 1/4- 14x3/4 SELF -DRILLING TEK SCREWS MIN. 2 PER ROOF PANEL WALL TO ROOF CONNECTION DETAIL TEK SCREW SIZE 1/4"-14 X 3/4" SHEAR LOAD PER SCREW THRU LAPPED 18 GAGE PANEL 1442 LBS. PLENUM PANEL TYP. - 20" x 120" 1 GA GALVANIZED STEEL 1/4 - 14 x 3/4 DRILL & TAP SCREWS 2500 HEX WASHER 24" ON CENTER INTAKE FILTER CELL BANK TYP. - 40" x 120" 18GA GALVANIZED STEEL HIP PANEL TYP. - 34" x 120" — 18GA GALVANIZED STEEL HIP TO PLENUM CONNECTION DETAIL HIP PANEL CONNECTION ANGLE TYP. - 2"x2"x34", 45' NOTCH ONE 14GA GALVANIZED STEEL INSIDE SERVICE LIGHT DOORS ASSEMBLY BOOTH VERTICAL WALL PANEL I TYPICAL ANCHOR SPACING IS 24" ON CENTERS CUT 22"X 56 3/4" HOLE IN VERTICAL WALL PANEL Nameplate RPM: 1745 Voltage: 208/230/460 r -PLACE INSIDE SERVICE LIGHT FRAME IN HOLE USE 3/16" POP RIVETS TO ATTACH LIGHT FRAME TO VERTICAL WALL PANEL BASE ANGLE WEDGE ANCHOR DETAIL 211 tJSE 3/16" POP RIVETS TO ATTACH LIGHT FIXTURE TO INSIDE SERVICE LIGHT FRAM / FOUR LIGHT FIXTURE TUBES Uuu d — TEK SCREW /J NOTE: 1 " WIDE DOUBLE FACE TAPE AROUND OUTSIDE EDGE OF TEMPERED GLASS WINDOW ON BOTH SIDES. 1/4" TEMPERED SAFETY GLASS 19 1/2"X 53 1/2" USE 3-TEK SCREWS OR POP RIVETS TO ATTACH CONTINUOUS HINGE TO FRAME USE 3/16" POP RIVETS TO ATTACH LIGHT FRAME TO VERTICAL WALL PANEL WALL PANEL INSIDE SERVICE LIGHT FRAME .......... _ LIGHT FIXTURE INSIDE SERVICE LIGHT DOOR TEK SCREW G PGS J� P� Ov 1 � 6,111 a 111 ti * � ��, \c �S� 4, tet V tip-° S Gel' 0�Q . P Gp\s0� 416 04% °4- 010 r0 AFC205 LIGHT FIXTURE ASSEMBLY TEK SCREW 1/4"X3/4"X14 18GA STEEL LIGHT CLIPS AFC205 FOUR TUBE LIGHT FIXTURE z--18GA STEEL LIGHT CLI 1/4 : TEMPERD SAFETY GLASS 19.5"X53.5" WIDE 1/8" THICK DOUBLE FACE TAPE TO FORM A :AIR TIGHT VAPOR BARRIER BETWEEN FRAME AND GLASS WINDOW AFC205 LIGHT FIXTURE DETAIL EDGE ON VIEW INSIDE BOOTH BOOTH LIGHT PANEL OUTSIDE BOOTH AFC205 LIGHT FIXTURE-1�1 LIGHT CLIP, TEK SCREW 1/4" TEMPERED SAFETY GLASS— . 18GA STEEL LIGHT FRAME TYPICAL 18GA STEEL PANE BOOTH EXTERIOR BOOTH INTERIOR MINIMUM 3000 PSI CONCRETE CONCRETE FLOOR —A I 6" f— VERTICAL WALL PANEL TYP. - 24" x 96" 18GA GALVANIZED STEEL -BASE ANGLE TYP. - 2" x 2" x 120" 14GA GALVANIZED STEEL �1 /4 - 14 x 3/4 DRILL & TAP SCREW 2500 HEX WASHER AT LEAST 2 PER VERTICAL PANEL d d a. <.4 d a dd d d G • 4 add a d° a d d da d d G d G d� d RED HEAD TRUBOLT WEDGE ANCHOR ANCHOR DIA: 3/8" a MINIMUM EMBEDMENT DEPTH: 2" STEEL STRENGTH (TENSION) 4,200 LBS STEEL STRENGTH (SHEAR) 1,830 LBS (FOR SEISMIC LOADS=1,54 ) TENSION AND SHEAR VALUES (lbs/kn) in concrete ICC EVALUATION SERVICE, INC-# ESR -2427 d d. dd MINIMUM 3000 PSI CONCRETE 4" MINIMUM CONCRETE SLAB THICKNESS ICC EVALUATION SERVICE, INC—# ESR -2427 Reissued November 1, 2015 This report is subject to renewal November 1, 2016 AFC 280 Magnetic air valve 0 140-04N-3OR1 VERTICAL WALL OUTSIDE VERTICAL WALL INSIDE MODEL: AFC 280 MAGNETIC AIR VALVE" DIA. PIPE QUICK CONNECT SUPPLY AIR n ( PAINTERS AIR HOSE-/ ELECTRICAL WIRES 6J DWYER MARK II MANOMETER DETAIL AFC 250 Manometer 1. MOUNT MANOMETER ON WALL OF BOOTH 2. USE LEVELING GAUGE AND LEVEL UNIT 3. INSTALL "HIGH" SENSOR TO MEASURE PRESSURE INSIDE BOOTH 4. INSTALL "LOW" SENSOR TO MEASURE PRESSURE INSIDE EXHAUST CHAMBER 5. FILL MANOMETER WITH INCLUDED RED MANOMETER FLUID 6. ADJUST TO READ ZERO (0) INCHES W.C. WITH BOOTH OFF 7. APPLIED GREEN ARROW TO THE .50"W.C. MARK. 8. APPLIED RED ARROW TO THE 1 "W.C. MARK. HIGH SENSOR OW SENSOR (INSIDE EXHAUST CHAMBER) (INSIDE BOOTH FLUID FILL ro" HOLE Dyer 0 3 MARK II 2 INCHES OF WATER COLUMN 1 -.05 0 .10 .20 .30.50 III '. LIIIIIIl no ZERO ADJUSTMENTS Z --LEVEL GAUGE UNIT MUST BE LEVEL EXHAUST FAN 25 1/2" TUBE -AXIAL FAN TO MOVE 4,500 CFM Q 1/2" STATIC PRESSURE 10GA STEEL MOTOR -MOUNT BRACKET 3/4"STEEL-ROUND ROD PIVOT SHAFT NON SPARKING BLADES 160A STEEL BELT TUBE o, 28 1/2" 251/2" OX O 1HP 10GA STEEL MOUNTING BRACKET 460 ELECTRIC MOTOR 460 VOLT 60HZ TYPICAL: 3-PHASE 251/2" 3.4 AMPS 4.25 ® 125% FLA 1" TGP SHAFT 3/16" STEEL RING 171/2" 16" o - - \ MOTOR SHEAVE TWO v BROWNING BELT 16GA STEEL LINER FAN SHEAVE TWO GROOVE 3/16" STEEL RING BROWNING PILLOW BLOCK BEARING 1 Hp Motor enclosure Open Dripproof Brand: Dayton Mfr. Model: 2NKY2 Motor type: 3 -Phase WEIGHT OF FAN: 86 LBS WEIGHT OF 1HP MOTOR: 49 LBS Nameplate RPM: 1745 Voltage: 208/230/460 WEIGHT OF FAN AND MOTOR 135 LBS NEMA/IEC Frame: 143-5T Bearings: Double -Shielded Ball Hz: 60/50 Nominal Efficiency: 86.5 Efficiency Group: NEMA Prem Eff,MG1 Table 12-12 NEMA Premium Efficiency Motor NEMA Standard: Inverter NEMA MG 1 Part 30: Variable and 10:1 Constant Variable and 2:1 Constant Torque 2 Hp Motor weight: 48.15 lbs As to 2013 CFC: 2404.7.7 Fan motors and belts. Electric motors driving exhaust fans shall not be placed Insidebooths or ducts. Fan rotating elements shall be nonferrous or nonsparking or the rasing shall consist of, or be lined with, such material. Belts shall not enter the duct or booth unless the belt and pulley within theduct are tightly enclosed. 37" 34" 19.5'18" 19.5" 18" MAKE—UP AIR FAN 34" TUBE -AXIAL FAN TO MOVE 12,000 CFM © 1/2" STATIC PRESSURE ,/-10GA BRACKET (3) NON SPARKING BLADES 3/8M MACHINE BOLT 3 Hp Motor 460v 3-phase 7 3/16" STEEL MOTOR MOUNT BRACKET 3/4" STEELMROUND ROD PIVOT SHAFT 16GA ENCLOSED BELT TUBE 3 Hp Motor 460v 3-phase �-- MOTOR SHEAVE TWO GROOVE - BROWING BELTS -FAN SHEAVE TWO GROOVE BROWING PILLOW BLOCK BEARING —BROWING PILLOW BLOCK BEARING 3 Hp Motor Enclosure: Open Dripproof Brand: Baldor Motor Mfr. Model: EM3157T Motor type: 3 -Phase Nameplate RPM: 1750 Voltage: 230/460 AMP: 5.8 / 2.9 NEMA/IEC Frame: 145T Bearings: Ball Hz: 60 Nominal Efficiency: 86.5 Efficiency Group: NEMA Prem Eff,MG1 Table 12-12 NEMA Premium Efficiency Motor Standards: UL Recognized (E47479), CSA Certified (227508), CE NEMA Standard: Inverter NEMA MG 1 Part 31: Variable and 10:1 Constant Torque Shaft Diameter: 7/8" Duty: Continuous Insulation -Class: F NEMA Premium(R) Weight: 46 Ibs. AFC FINISHING SYSTEMS 250 AIRPORT PARKWAY, OROVILLE, CA 95965 (800) 331-7744 (530) 533-0179 (FAX) http://www.afc—co.com email: sales®afc—ca.com THIS DRAWING IS THE PROPERTY OF AFC FINISHING SYSTEMS AND IS NOT TO BE LOANED, COPIED OR DUPLICATED UNLESS IN DIRECT CONNECTION WITH AFC FINISHING SYSTEMS. ALL RIGHTS RESERVED. THIS DRAWING MUST BE RETURNED UPON REQUEST BY AFC FINISHNG SYSTEMS. DRAWN FOR. WEISS McNAIR DESCRIPTION: AFC Equipment Details DRAWN BY: JDD CHECKED BY: APPROVED BY: DATE: 01-28-2016 INSTALLED BY: FIELD CHANGED BY: SCALE: 96 OR 1/8"=1' DRAWING NAME: Sheet -1 FILTER ASSEMBLY DRAWING 1/2" SQUARE NUT MOUNTING BRACKET - METAURUBBER WASHER — (METAL SIDE DOWN) RUBBER WASHER 7/ -1/2" NYLOCK NUT / 1/2" NYLO 1/2" SQUARE NUT CYLINDER FILTER METAURUBBER WASHERS GO ON THIS END TURN SCREW ARM POWDER COAT COLLECTOR MODULE MODEL: PC408 (6) Cartridge Filters with Reverse pulse cleaning. Exhaust Fan with 5Hp Motor 3-phase 460VAC, 4,800 CFM. Three Pulsing Air Valve and Power Recovery Bin. 51 1/211 54" J —1/2" NYLOCK NUT o� 1/2" SQUARE NUT MOUNTING BRACKET SQUARE NUT NOTCH CYLINDER FILTER ralFT CYLINDER FILTER FILTER HEIGHT: 52" FILTER OUTSIDE DIAMETER: 12.75" FILTER INSIDE DIAMETER: 8.375" FILTER STYLE: OPEN / CLOSED WITH 0.54" BOLT HOLE/ WASHER ATTACHED. END CAPS: GALVANIZED METAL POTTING: POLYURETHANE GASKET: NEOPRENE 1/2" HT. MEDIA: 8 OZ SPUNBOND POLYESTER SURFACE AREA: 166 SQ. FT. PLEATS: 230 @ 1" DEPTH INNER SUPPORT: GALVANIZED EXPANDED METAL DOUBLE CORE OUTER SUPPORT: 4 POLYESTER BANDS TEMP. 240° F RUBBER WASHER METAURUBBER WASHER (METAL SIDE DOWN) TURN SCREW ARM FILTER ASSEMBLY DRAWING MEDIA SPECUFICATION NAME: 100% SPUN -BOND POLYESTER TYPE: CONTINUOUS FILAMENT 100% POLYESTER SPUN -BOND NON -WOVEN TECHNOLOGY AIR PERMEABILITY *(CFM/FT.2 @ 0.5" H20) 20 BASIS WEIGHT (LBS./3,000 SQ.FT.) 8 OZ MAXIMUM CONTINUOUS TEMPERATURE 250° F MAXIMUM SHORT TERM TEMPERATURE 295° F MULLEN BURST DRY 388 PSI EFFICIENCY RATING @ 1 MICRON 99.3% EFFICIENCY RATING @ 0.5 MICRON 98.9% DRILL & TAP SCREW 2500 HEX WASHER 1/4 - 14 x 3/4 PANEL A 18GA GALVANIZED STEEL, CQ/LFQ A653 SH A40 NCT, G-90 RATING OF 1.25 OZ PER SQUARE FOOT i -90 TYPICAL PANEL WIDTH ROOF PANEL TYP. - 24" x 120" 18GA GALVANIZED STEEL TIE-IN ANGLE TYP. - 21)x21)x120 )) 14GA GALVANIZED STEEL WALL PANEL TYP. - 2011 x 120" 18GA GALVANIZED STEEL 3� 3 4 4 1115 PANEL B 6 18GA GALVANIZED STEEL, CQ/LFQ A653 SH A40 NCT, 0-90 RATING OF 1.25 OZ PER SQUARE FOOT TYPICAL COMPANION CONNECTION DETAIL 4 — 14 X 4 SELF -DRILL TEK SCREWS, 1" FROM ENDS, 24" ON CENTER 1/4 - 14 x 3/4 � SELF -DRILLING TEK SCREWS MIN. 2 PER ROOF PANEL WALL TO ROOF CONNECTION DETAIL 5/16 HEX NUT 5/16 LOCK WASHER 5/16 FLAT WASHER- 14GA DOOR FRAME GUSSET 5/16 COUNTER- SUNK BOLT BOOTH EXTERIOR-� DOOR FRAME GUSSET CONNECTION 300TH NTERIOR POWDERCOAT MODULE MODEL: PC408 TOP VIEW T 2'-8- 59-4" ME VmW DRILL & TAP SCREW 2500 HEX WASHER 1/4 - 14 x 3/4 PANEL A 18GA GALVANIZED STEEL, CQ/LFQ A653 SH A40 NCT, G-90 RATING OF 1.25 OZ PER SQUARE FOOT TYPICAL PANEL WIDTH 1 4 rHIN tl_ 0 18CA GALVANIZED STEEL, CQ/LFQ A653 SH A40 NCT, G-90 RATING OF 1.25 OZ PER SQUARE FOOT TYPICAL INTERLOCKING CONNECTION DETAIL TYPICAL ANCHOR SPACING IS 24" ON CENTERS BASE ANGLE WEDGE ANCHOR DETAIL 211 BOOTH EXTERIOR BOOTH INTERIOR VERTICAL WALL PANEL TYP. - 24" x 96" 18CA GALVANIZED STEEL ASE ANGLE TYP. - 2" x 2" x 120' MINIMUM 3000 PSI CONCRETE 14CA GALVANIZED STEEL /4 - 14 x 3/4 CONCRETE FLOOR DRILL &TAP SCREW 2500 HEX WASHER AT LEAST 2 PER VERTICAL PANEL d a n . a .d d d ad ' C d'. .d a . Q d a d d V d 6" a d. . RED HEAD TRUBOLT WEDGE ANCHOR ANCHOR DIA: 3/8" d MINIMUM EMBEDMENT DEPTH: 2" STEEL STRENGTH (TENSION) 4,200 LBS STEEL STRENGTH (SHEAR) 1,830 LBS (FOR SEISMIC LOADS=1,545) TENSION AND SHEAR VALUES (Ibs/kn) in concrete ICC EVALUATION SERVICE, INC—# ESR -2427 d a d. 4 d 4 d d. MINIMUM 3000 PSI CONCRETE 4" MINIMUM CONCRETE SLAB THICKNESS ICC EVALUATION SERVICE, INC—# ESR -2427 Reissued November 1, 2013 This report is subject to renewal November 1, 2014 POWDER COAT COLLECTOR MODULES MODEL: POWDER RECOVERY B EXHAUST FAN 25 1/2" TUBE -AXIAL FAN TO MOVE 4,800 CFM @ 1" STATIC PRESSURE A -A [+T ".11Tllfl .1-1.- MAP'V= 28 1/2" 10GA STEEL MOUNTING BRACKET J 460 VOLT 60HZ TYPICAL: 3-PHASE 25 1/2" 7.6 AMPS 9.5 @ 125% FLA 1" TGP SHAFT 3/16" STEEL RING 171/2" 16" a E LL a - MOTOR SHEAVE TWO GROOVE BROWNING BELT 16GA STEEL LINER FAN SHEAVE TWO GROOVE 3/16" STEEL RING BROWNING PILLOW BLOCK BEARING 5 Hp Motor enclosure Open Dripproof Brand: Dayton Mfr. Model: 4GZA4 Motor type: 3 -Phase Nameplate RPM: 1750 Voltage: 208/230/460 NEMA/IEC Frame: 182T/184T Bearings: Double -Shielded Ball WEIGHT OF FAN: 86 LBS WEIGHT OF 5HP MOTOR: 87 LBS Hz: 60/50 Nominal Efficiency: 89.5 WEIGHT OF FAN AND MOTOR 173 LBS Efficiency Group: NEMA Prem Eff,MG1 Table 12-12 NEMA Premium Efficiency Motor Standards: UL Recognized (E47479), CSA Certified (227508) NEMA Standard: Inverter NEMA MG 1 Part 30: Variable and 10:1 Constant Variable and 2:1 Constant Torque 5 Hp Motor weight: 87 lbs REV. DESCRIPTION DATE I BY AFC FINISHING SYSTEMS 250 AIRPORT PARKWAY, OROVILLE, CA 95965 (800) 331-7744 (530) 533-0179 (FAX) http://www.afc—co.com email: sales@afc—co.com THIS DRAWING IS THE PROPERTY OF AFC FINISHING SYSTEMS AND IS NOT TO BE LOANED, COPIED OR DUPLICATED UNLESS IN DIRECT CONNECTION WITH AFC FINISHING SYSTEMS. ALL RIGHTS RESERVED. THIS DRAWING MUST BE RETURNED UPON REQUEST BY AFC FINISHING SYSTEMS. DRAWN FOR: WEISS McNAIR DESCRIPTION: AFC Equipment Details DRAWN BY: CHECKED BY: APPROVED BY: DATE: 01/27/16 JDD INSTALLED BY: FIELD CHANGED BY: SCALE: 32 or 3/8"=1DRAWING NAME: Sheet -12 SIDE VIEW - MODEL: WB1 1 FRONT VIEW WASH BOOTH SPECIFICATIONS UNIT MODEL NB ( WASH BOOTH SINGLE WALL O.D. ) LIGHTING SPECIFICATIONS + LENGTH= 30'-0" O.D. / 30'-0' I.D. * WIDTH= 21'-0" O.D. / 20'-0' I.D. • LIGHT FIXTURE TYPE= 4 -TURF FLORESCENT OPEN TYPE U. L LISTEDI * HEIGHT= 12'-2' O.D. / 12'-0' I.D./ * VOLTAGE- STANDARD: 120 / 60 HRTZ. AMPACITY. 1.66 PER FIXTURE. • PRODUCT OPENING= HEIGHT- 12'-0" * QUANTITY= 12 -EA. TOTAL • PRODUCT OPENING WIDTH= 16'-0" /►/A1LM&%wwl%■ 00"W101liks TOP VIEW * 18 GA. G-90 POWDERCOATED STEEL PANELS WITH "LOCKING' SEAL FLANGES. * PANEL ASSEMBLY TYPE— 1/4" X 3/4" SELF—TAPPING SCREWS ON 10" CENTERS TYP. 21'-0" 20'-0" \ 16'-0"- 21'-0" 20'-0" 16'-0" 16'-0" 20'-0" 21'-0" 12" HIGH CONCRETE STEM WALL TOP VIEW " 31'-0" <rsre� I ntertek 53993 SPRAY APPLICATIONS USING FLAMMABLE AND COMBUSTIBLE MATERIALS CONFORMS TO NFPA STD.33 REV. I DESCRIPTION I DATE I BY AFC Finishing Systems 250 AIRPORT PARKWAY, OROVILLE, CA 95965 (800) 331-7744 (530) 533-0179 (FAX) http://www.afc—co.com email: sales®afc—ca.com THIS DRAWING IS THE PROPERTY OF AFC FINISHING SYSTEMS AND IS NOT TO BE LOANED, COPIED OR DUPLICATED UNLESS IN DIRECT CONNECTION WITH AFC FINISHING SYSTEMS. ALL RIGHTS RESERVED. THIS DRAWING MUST BE RETURNED UPON REQUEST BY AFC FINISHING SYSTEMS. DRAWN FOR: WEISS McNAIR,INC. 531 COUNTRY DRIVE, CHICO,CA 95928 DESCRIPTION: MODEL: WB1612 WASH BOOTH/ PRETREATMENT DRAWN BY: JDD CHECKED BY: APPROVED BY: DATE: 01-28-16 INSTALLED BY: FIELD CHANGED BY: SCALE: DRAWING NAME: ,/4"=1' Sheet -13 + + + --j + + Ll + + _j D r I + + - MODEL: WB1 1 FRONT VIEW WASH BOOTH SPECIFICATIONS UNIT MODEL NB ( WASH BOOTH SINGLE WALL O.D. ) LIGHTING SPECIFICATIONS + LENGTH= 30'-0" O.D. / 30'-0' I.D. * WIDTH= 21'-0" O.D. / 20'-0' I.D. • LIGHT FIXTURE TYPE= 4 -TURF FLORESCENT OPEN TYPE U. L LISTEDI * HEIGHT= 12'-2' O.D. / 12'-0' I.D./ * VOLTAGE- STANDARD: 120 / 60 HRTZ. AMPACITY. 1.66 PER FIXTURE. • PRODUCT OPENING= HEIGHT- 12'-0" * QUANTITY= 12 -EA. TOTAL • PRODUCT OPENING WIDTH= 16'-0" /►/A1LM&%wwl%■ 00"W101liks TOP VIEW * 18 GA. G-90 POWDERCOATED STEEL PANELS WITH "LOCKING' SEAL FLANGES. * PANEL ASSEMBLY TYPE— 1/4" X 3/4" SELF—TAPPING SCREWS ON 10" CENTERS TYP. 21'-0" 20'-0" \ 16'-0"- 21'-0" 20'-0" 16'-0" 16'-0" 20'-0" 21'-0" 12" HIGH CONCRETE STEM WALL TOP VIEW " 31'-0" <rsre� I ntertek 53993 SPRAY APPLICATIONS USING FLAMMABLE AND COMBUSTIBLE MATERIALS CONFORMS TO NFPA STD.33 REV. I DESCRIPTION I DATE I BY AFC Finishing Systems 250 AIRPORT PARKWAY, OROVILLE, CA 95965 (800) 331-7744 (530) 533-0179 (FAX) http://www.afc—co.com email: sales®afc—ca.com THIS DRAWING IS THE PROPERTY OF AFC FINISHING SYSTEMS AND IS NOT TO BE LOANED, COPIED OR DUPLICATED UNLESS IN DIRECT CONNECTION WITH AFC FINISHING SYSTEMS. ALL RIGHTS RESERVED. THIS DRAWING MUST BE RETURNED UPON REQUEST BY AFC FINISHING SYSTEMS. DRAWN FOR: WEISS McNAIR,INC. 531 COUNTRY DRIVE, CHICO,CA 95928 DESCRIPTION: MODEL: WB1612 WASH BOOTH/ PRETREATMENT DRAWN BY: JDD CHECKED BY: APPROVED BY: DATE: 01-28-16 INSTALLED BY: FIELD CHANGED BY: SCALE: DRAWING NAME: ,/4"=1' Sheet -13 PVC SCH 40 -------- PVC SCH 80 10'-0" By: AutoCAD drafting Services - www.drafting-services.com - (574)310-2018 2" RET. CLARIFIER 3" PVC CROSSOVER SCH 40 (18" LENGHT) 2" RETURN—� %A/r-7- \A/rl I I i IVB 15' —0" 2" RET 0/W/S 1 112 )) TO CPR SYSTEM ELECT COND. FLOATS PRESSURE WASHER 4 GPM@3000 PSI BO N DTITE (3'X5') I I_LLV I LJINLJ. VVA�-i LSAT WALL �\ I j \ I I mss\ oQ� g �I \, I 24" CAST IRON COLLECTION-J"AL MANHOLE SUMP�j� \\��;�� W/4" RISER 20,-0" 24 x24 j L.F. -1.5" PLAN VIEW 1/411 /4" = 1'-0„ ISOMETRIC VIEW NOT TO SCALE By: AutoCAD drafting Services - www.drafting-services.com - (574)310-2018 I 1/ CHECK VAL 1 1/2" T( CLARIFIER 2" RET CLARIFIER f-2" RET 2" RET 0/W/S WASH BAY WALL PRESSURE WASHER 4 GPM@3000 PSI BONDTITE 7I\/� I� 010N 0 'o ol PSI SUPPLEMENTAL STRUCTURAL CALCULATIONS FOUNDATION DESIGN PAINT BOOTH BUILDING for WEISS McNAIR 100 LOREN AVENUE CHICO, CA 95928 Submitted To: Butte County Building Department March 23, 2016 r607'l� rn rrn t EV. 12-31-1(Q civ qrF o ��F F ca MANNING ENGINEERING 2540 Zanella Way, Suite 10 This document and its entire contents are the sole property of MANNING ENGINEERING, and are to be used as supportive material for the Chico, CA 95928 submittal of this specific project only. This document is not to be reproduced, f changed, modified or copied in any form or manner whatsoever, nor shall it be used by or disclosed to any person firm or corporation for any purpose 530-893-5937 whatsoever without the written permission of MANNING ENGINEERING. JOB: WEISS McNAIR JOB NO: 15-6149 L \ MANNING ENGINEERING CALCULATION OF EQUIPMENT ANCHORAGE PAGE:_ DATE: USGS Design Maps Summary Report User -Specified Input Report Title WEISS McNAIR, JOB NO. 15-6149 Plan Mardi 21, 2016 20:34: 05 UTC Building Code Reference Document ASCE 7-10 Standard {,rl id utilizeS USG=: hazard data avail&ld in 2008) Site Coordinates 39.699440N, 121.79187°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III USGS-Provided Output SS = 0.614 g SM, = 0.S03 g Sos = 0.536 g S, = 0.271 g Sm, = 0.504 g So, = 0.336 g For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRV building code reference document. MCER Response Spectrum 0.901. 0.81 - 0.72-- 0.0 0,54.- 0.45- Ln .540.45In 0.36- 0.27-- 0.09.. .360.270.09 0.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 Period, T (sec) Design Response Spectrum 0.54-- 0.49-- 0.42-- 0.2G .540.450.420.36 O� 0.30 N 0.24 0.1 S 0.12 0.06 0.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 Period, T (sec) JOB: WEISS McNAIR \ \ JOB NO: 15-6149 MANNING ENGINEERING CALCULATION OF EQUIPMENT ANCHORAGE PAGE: DATE: p 7k-) SIP 1,6 -up Alo DS S p (r3, 1,6 w Vic Q,35e5 TI' int P (j -S,5-3) Ff WEISS McNAIR 3� _4• ---t e.p' I•—-- ]I' -O' --�� li -'! r -p Total weight: 7848.2 Ibs. Total weight: 6515.7 lbs. Total weight. 8563.6 lbs. Total weight 5058.9 lbs. e' ��C j?�:._ r� r l=—� 1 s —i — i PretreatDo 00 u Do ment _ — — — Oven Powder Coat Booth - _u -0ff Boot t y PIAN VIEW / t_._._:: L.1 e7 -e' T uven Total weight: 7848.2 lbs. rowaer coat doom Total weight: 6515.7 lbs. I p END VIEW END VIEW END VIEW END VIEW Oven Powder Coat Booth Dry -Off Booth Pretreatment Total weight: 7848.2 lbs. Total weight: 6515.7 lbs. Total weight: 8563.6 lbs. Total weight: 5058.9 lbs. Total weight: 8563.6 lbs. Total weight: 5058.9 lbs. AFC FINISHING SYSTEMS - ave �� WEISS McNAIR JOB: WEISS McNAIR JOB NO: 15-6149 MANNING ENGINEERING CALCULATION OF EQUIPMENT ANCHORAGE PAGE: S DATE: 3 Z'Z,_ ( (.o httil, WT.,, FP 20 3 i' P loz! ��'vsgq_Ib�,..'...13.15.3 (bs `Dry—oma 'zo' -y-:3 o' lob' 5�3.� ►6s ZZZ(v S (bs Fo-o4,e-A- aA--T X 30.33; lao.��' CaStS.'7 lis (CPq�{,1 �bs . 2a.' 3 o,15' l off 7561 S.2 Ibs t"o -S 16s cx ' Vit= V o crtti 6� = 2Z24,S ZZ.3 Va�pY — 22.3 1 CZt: Duo •c- SPacd^-� Va-t6,,,)� RevKsPoD `1IL)J Sour SPY = o,ll(.b563.6, 4ff-eAAU 1NS'Pf�rrbo1 ylf&.D- l�kteS- P ..�5 �3.- g 2 .o� 6.s I o1) '7&2,1 W IdS VpF4 0,4 IUI rt5 M o.}- ,', /-lo 4ewtj tipi I n.( -G _ . nA GRIDLINE GRIDLINE 2 1/2" ^MIN. PROJECTION ^ 04d (2 1/2" MIN.) nrr ni AAI Cf -F PI AN i. t_ TYP. REBAR LAP LENGTH BAR 2500 40 60 SIZE 21 32 #3 16 24 28 42 #4 �211 32 51 #5 39 62 #6 47 ell 90 #7 69 102 # 8 78 115 #9 177� 59 89 128 #10 69 98 94 141 # 11 72 108 F— CONC. fC IN psi E— BAR GRADE E— TOP BARS, TYP. (IN) E—OTHER BARS, TYP. (IN) NOTES: 1. INCREASE LAP LENGTHS 33% FOR LIGHT WEIGHT CONCRETE, AND AT FOUR BAR BUNDLES (WHERE 2 BARS LAP WITH 2 OTHER BARS). 2. TOP BARS - HORIZONTAL BARS PLACED WITH MORE THAN 12" OF FRESH CONC. CAST IN THE MEMBER BELOW THE BARS. ALL IDEAS, DESIGNS ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED By I HIS UKAwINt.7 AMC t nt avLC rRvrr-rni t yr Ivinwrv"vv �• •. -- ---- • -•-- ------ -- 'v 1 1 1 i 1 1 I PAINT BOOTH BUILDING (WEST) PARTIAL FLOOR PLAN II II 1 -HOUR RATED ASSEMBLY TOP OF WALL ATTACHMENT 265'-a' 31'-6" 75'-0" (MAXJ ol 265'-0" 19-8" 29'-4" 29'-4" 29'-4" 0000000 o 0000 0000000 0000000 w0000 0000000 000000 o -0000 0000o0 a0000— 0000ao 0°0000oo -o-ow 000000 0o00o0 0000000 00000 oo.000 oo00o0 X0000 000000 woo— o 00 0000000 0000000 000000 0000000 0000000 000wa 0000000 000000 °00000 000000 SIE E'' 29'-4" 1—HOUR WALL ASSEMBLY ALONG GRIDLINE A, SEE 1/A-4. �o ao CO ao SCALE: 1/8" — 1 —0 2 —6"x18ga. TOP TRACK w/III ��-----��--�I— 4 2-#10 S.T.S. 16"oc @ COLUMN II II A-4 BEYOND14 IN 7 I II II I ( 11 I EXTEND GWB SHT'G I I I I 1 -HOUR FIRE -RATED ASSEMBLY, TO UNDERSIDE OF I I I I SEE VA -4. MTL ROOF SHT'G AT BOTH SIDES OF WALL I I I I I I I I ( EXTERIOR SIDING EXTERIOR SIDING 11 I I BY METAL BLDG MFG'R. BY METAL BLDG MFG'R. CONT. EAVE STRUT BEAM I I I I I FIRE -RATED WALL ASSEMBLY WHERE 1 -HOUR FIRE -RATED ASSEMBLY: BY METAL BLDG MFGR. I I 1 x 18 ga. VERTICAL STEEL STUDS @ w I I 1 OCCURS, SEE PLAN. '/ FULL LENGTH 5/8'" TYPE 'X' GYPSUM 'o.c. 11 I I A-4 I I I I WALLBOARD APPLIED EACH SIDE HORIZONTALLY w/ HORIZONTAL JOINTS I1 I I STAGGERED BETWEEN SIDES. ATTACH w/ #6 CONT. 18 ga. BLK'G w/ I I I I 6" x 18 ga. SILL TRACK w/ METAL BUILDING FRAME COLUMN x Y' DRYWALL SCREWS @ 8"o.c E.N., 12"o.c. F.N. ANGLE CLIP EA END w/ I I 2-#10 S.T.S. @ 16"o.c. TO (REFERENCE TABLE 721.1(2), ITEM NO. 13-11) 2410 S.T.S. EA LEG. ATTACH I I I I VERT. STUDS. ATTACH w/ 1/4" THRU BOLT @ 1611o.c. I I I I TRACK TO FOUNDATION TO EAVE STRUT.I I w/ 0.1450 POWER -DRIVEN II II I I I I I I FASTENERS @ 16"o.c. & 11 I I WITHIN 10" OF SPLICES. A-4 II II CONC. FOUNDATION — — — — — — — SEE STRUCT. DRWGS. EXTERIOR SIDING BY METAL BLDG MFGR. e ° ° ° 1 -HOUR FIRE—RATED ASSEMBLY: - OZ% — — — PERMIT # FIRE—RATED ASSEMBLY ----- =——=—=—=—= =— � � �� � _ — — — (2) LAYERS OF V2" GYPSUM WALLBOARD BUTfECOUNTYDEVELCOPMENTSERVICES 1 -HOUR E ED S--- — — — — — — — a — I I I ADHESNELY SECURED TO COLUMN R EV I EW E® �® R SEE 1/A-4. - — — — — — — — — — ° —I I- I I -I I —I I _ FLANGES & SUCCESSIVE LAYERS. CORNER n /� C ...... — — ...... ....... III— I -I I -I (— I I -I I EDGES OF EA LAYER STAGGERED. COD COMPLI CE — — DATE BY ° - 1� T I - I -I I EXPOSED CORNERS TAPED & TREATED. °i @ COLUMN = _ _ _ a _ _ _ (REFERENCE TABLE 720.1(1), ITEM NO. 1-7.1) BEYOND I III -1 I -III= I I I I I I I I III -III -1 1 -HOUR RATED ASSEMBLY 1 -HOUR RATED ASSEMBLY 1 -HOUR RATED WALL ASSEMBLY 4 .. _ . „ 1 1 O7,LN.T.S. PLAN SECTION OF WALL FRAMING SCALE: 1 1/2 — 1'-0" N.T.S. 2 SILL ATTACHMENT N.T.S. PLAN SECTION AT FRAME COLUMN __..........'........,.-.. ----- .'.1l+K! AMMAnlnC\ACK170 nD DI AAIB QL-IAI I RF I ICFs Civ nR nigni n.qFll TO ANY PFRSnN FIRM nR rORPnRATION FnR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF MANNING ENGINEERING. COPYRIGHT @2016 MANNING ENGINEERING ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE THE SOLE PROPERTY OF MANNING ENGINEERING. I HtY VVtKt UKtA 1 tU, tvuLVtU HIVU UCV c1_urcu rum uac uIY tAiNu IIY VVIYJIlIVI' I IVIY YY1111 1111V V. �Vu .v . ..vv v.. v• v _. _.._, . .. .. _ ... __... _. _ . _ _ SPRAY BOOTH PROTECTION: NOZZLE INFORMATION TABLE PROTECTION NOZZLE PROTECTION SPECIFICATIONS NOZZLE LOCATION NOZZLE NOZZLE QTY. 6.00 PN ZONE/NOZZLE MAXIMUM WITHIN PROTECTION ZONE OFFSET ORIENTATION 4 24.81 550638 W L Ht 1 PROTECTION ZONE 551200 MECHANICAL CONTROL HEAD MCH3 1 30.56 550853 MOUNTING BRACKET, CONTROL HEAD E 1 VOLUME 1ft. 920 cu. PCL-35ABC 551650 NV -WA NOZZLE ASSEMBLY 4 WORK AREA NV -WA 16' 9.23' 13' AREA s ft. 2 ft. MAXIMUM OFF 011-611 VERTICAL 4 1301bs. PN 551650 6" ALARM BELL 115VAC DIAGONAL 18.86 ft. CENTER (EACH SIDE) 550131 POINTING DOWN 14 439229 FUSIBLE LINK FL -280 (280 DEG.) VOLUME 672 cu. ft. SHORTEST SIDE -CENTER 551160 SBP -10 PK PULLEY ELBOW (PACK 10) 1 PLENUM N PN 5551616 52 4' 14' 12' AREA 56 sq. ft. LONGEST SIDE -3 IN. OFF 011-611 VERTICAL 4 015821 WIRE ROPE ASSEMBLY SIDE 14 ft. CENTER EACH SIDE 550829 PDA -D2 PNEU. ACT. ADAPTOR ASSEMBLY 1 551511 3' 3' 24' VOLUME 216 cu. ft. SHORTEST SIDE (CROSS 551074 1 REMOTE MECHANICAL PULL STATION RPS -M 1 EXHAUST NV-DP2 PN 551653 (ROUND DUCT AREA 9 sq. ft. SECTION) -CENTER LONGEST 0%6" VERTICAL FOR 4 DUCT 3 ft. 10 in. DIAMETER) SIDE 3 ft. SIDE (CROSS SECTION) VERTICAL DUCTS NOTES: NOZZLE QTY. 12 WIDTH DEPTH HEIGHT VOLUME I 1. ALL INSTALLATION PROCEDURES ARE IN COMPLIANCE WITH ALL MANUFACTURES SPECIFICATIONS AS 30'-0" x 16'-0" x 12'-0" = 5760.0 CU.FT. I \, �s OUTLINED IN NFPA 17, 2009 EDITION. 2. MANUAL ACTIVATION BY REMOTE PULL STATION. REMOTE PULL STATION IS MOUNTED NO HIGHER THAN I \� 48"ABOVE FINISHED FLOOR SURFACE AND ON WAY TO EGRESS. 3. CONTROL HEAD ALSO OPERATES AS A PULL STATION AND INDICATES SYSTEM AS BEING "SET' OR "FIRED". 4. AUTOMATIC ACTIVATION BY FUSIBLE LINK DETECTION. 3pA rr' j r I 5. EXHAUST FAN SHUT DOWN UPON SYSTEM ACTIVATION TIED TO ELECTRICAL MICROSWITCH. 6. TOTAL FLOOD NOZZLES SHALL BE MOUNTED NO MORE THAN 6" FROM THE CEILING. 7. SYSTEM TO BE TEST -FIRED AND WITNESSED BY AUTHORITIES UPON COMPLETION AND PRIOR TO SYSTEM BEING PUT INTO NV -WA SERVICE. TEST TO INCLUDE OPERATION OF REMOTE PULL STATION AND LAST FUSIBLE LINK ON DETECTION LINE. -DP2 NV�DP 1 8. IT WILL BE THE SOLE RESPONSIBILITY OF THE OWNER TO HAVE MAINTENANCE AND SERVICE PROVIDED TO SYSTEM AS PRESCRIBED BY LOCAL AND STATE LAWS. �� r r- �__'�''' 9. FITTINGS SHALL BE A MINIMUM OF 150 LB. DP 2 `�I /'/ /'�_j - I 10. PIPE UNIONS ON REDUCING TEES ARE ACCEPTABLE. REDUCING BUSHINGS ARE NOT ACCEPTABLE. SUPPLY LINE �. _ r / NV -DP r r r PIPING REQUIREMENTS SCHEDULE 40, �,. SCOPE OF WORK` SYMtSULS AND F'AKl LIST SYMBOL P/N ITEM DESCRIPTION QTY. Do 551654 PCIA7ABC CYLINDER AND VALVE ASSEMBLY 4 6.00 551094 PCI-70ABC CYLINDER AND VALVE ASSEMBLY 1 301bs. 550324 MBU-8 UNISTRUT MOUNTING BRACKET 4 24.81 550638 MBU-12 UNISTRUT MOUNTING BRACKET 1 MB -15 551200 MECHANICAL CONTROL HEAD MCH3 1 30.56 550853 MOUNTING BRACKET, CONTROL HEAD 1 PCL-35ABC 551650 NV -WA NOZZLE ASSEMBLY 4 27.18 551652 NV -P1 NOZZLE ASSEMBLY 4 1 12.00 551653 NV-DP2 NOZZLE ASSEMBLY 4 1301bs. 024751 6" ALARM BELL 115VAC 1 550131 FKL-1 10" FUSSIBLE LINK BRACKET 14 439229 FUSIBLE LINK FL -280 (280 DEG.) 14 551160 SBP -10 PK PULLEY ELBOW (PACK 10) 1 550104 PAC -10 PNEUMATIC CYLINDER 1 551155 TWO SWITCH ASSEMBLY PACK 1 015821 WIRE ROPE ASSEMBLY 1 550829 PDA -D2 PNEU. ACT. ADAPTOR ASSEMBLY 1 551511 PC VEH. BOOTH TIME DELAY 1 P 551074 1 REMOTE MECHANICAL PULL STATION RPS -M 1 BLACK IRON, GALVANIZED, N1 -PI NV -P1 I INSTALL DRY CHEMICAL FIRE SUPPRESSION SYSTEM FOR EXISTING SPRAY BOOTH. MICRO -SWITCH YES PULL STATION = 4' AFF YES NV -WA r 'r ' � \\ NV P11 i I r I SYSTEM INFORMATION AND GENERAL NOTES LINK DETECTOR BRACKET NV -WA MODEL MCH3 CONTROL HEAD PUL MR TOREIP FFVW __ -j ? 1/2 IN. EMT ( I r P2SPRFsgaSTsmm P --...- CONNECTOR P CABLE CRIMP --------" PCI -7 ABC ° `✓ O J! � �) /1 i �� �� �`� \,_1650 FL FUSIBLE LINK l`' MCH3 CONTROL HEAD ----- _ _ -- r NV WA NV-DP2 NV -P1 N.T.S_ NOZZLE NOZZLE NOZZLE 1/16 IN STAINLESS STEEL CABLE r OR DETAIL TYPICAL DETECT NOZZLES DETAIL _ PCIA 7ABC PCIA7ABCN.T.S. -- N.T.S. r PCI -70 ABC MDDEL MCH3 COWROL FEAD MCH3 CONTROL - HEAD WITH PAC -10 9 RED_ PNEUMATIC_ -- r �O -- _._- % CYLINDER BLACK r ,r rr' o g),\ O ---- BROWN UUcUUCSA ATING \ C 250 VAC, 1A RESISTIVE IE T10 u RATING BOOTH 250 VAC, 2 HP 250V, 21A RESISTIVE 2'-0" D B 125 VAC, 1 HP 8A MOTOR LOAD WALL SEAM 18 GAUGE STEEL - MJC R__-SWITCH_DETAIL__ N.T.S. i MCH3 CONTROL HEAD IAm6M'.SOO"fRO .£I➢ J sl --STRUN _ I UT 4 " NPT X 454 "FLARE TYPE POWERS' RUT #1100 I! j ® FITTING (SAE J513c) OR MALE 1/4 X 1/4 X 1/4" -'I TIME DELAYa 3/4" PIPE CLAMP STRAIGHT CONNECTOR, PART 45 FLARE TEE (TYPICAL) OR A -- MALE TEE PART NO. 31811 NO. 32338 ( ) I CYLINDER SYSTEM (ALL DIMENSIONS IN INCHES) -- --- - TO REMA R I UNI -STRUT ISOMETRIC - SPRAY BOOTH SCALE: 1/4"=1'-0" MODEL A B C D WEIGHT MOUNTING BRACKET PCL-15ABC 6.00 21.44 27.19 18.69 301bs. MB -15 PCL-17ABC 8.00 24.81 30.56 22.06 50Ibs. MB -15 PCL-25sABC 8.00 24.81 30.56 22.06 58 lbs. MB -15 PCL-35ABC 10.00 29.94 35.69 27.18 71 lbs. MB -1 PCL-70ABC 1 12.00 35.31 1 41.06 32.56 1301bs. MB -1 r CYLINDERS 454" FLARED �% --.LAT WASHER TUBING NUT WITH POWER STRUT #1100 8"" COPPER TUBING @a -o ! #8 2-1/2 moi -PDA -D2 CYLINDER TUBE CLAMP �� J (TECH SCREW Pc TYPICAL MOUNTING DETAIL \ / PCL --- - ------ CYLINDER � CYLINDER PIPINGSIZE LENGHT ELBOWS --...--• - -•--.. _:...._.. NOZZLE QUANTITY: 2 i SECTION MAXIMUM MAXIMUMPIPING SIZE LENGHT ELBOWS SPRAY BOOTH.SECTION MAXIMUM MAXIMUM CYLINDER toT1 1' 404 T1 to T2 1" 18' 2 CYLINDERtOT1 3/4" 36' 7 --�-_-- - - -- I T2 to NOZZLE 1 3/4" 1 9'2 T1 to NOZZLE 3/4" 14' 4 1 NOTES: NOTES: 1. THESE LIMITATIONS APPLY TO PCI-17ABC USING TWO NOZZLES ' 1. THESE LIMITATIONS APPLY TO PCI-70ABC USING FOUR LES (ANY NV -WA OR NV -SW NOZZLESOF EITHER NV -P1, NV -UF OR NV-DP2). -.__ .:.-:::- -- 2. SYSTEM PIPING MUST BE BALANCED. BALANCED PIPING IS THAT IN 2. SYSTEM PIPING MUST BE BALANCED. BALANCED PIPING IS THAT IN - - - WHICH THE DIFFERENCE BETWEEN THE SHORTEST ACTUAL PIPE WHICH THE DIFFERENCE BETWEEN THE SHORTEST ACTUAL PIPE �.___ LENGTH FROM T1 TO NOZZLE. T2 TO NOZZLE ON THE SAME BRANCH LENGTH FROM T1 TO NOZZLE. T2 TO NOZZLE ON THE SAME BRANCH NV WA ----- --- NV WA 3/4 3/4 MUST NOT EXCEED 10% OF EACH OTHER. THE NUMBER AND TYPE OF MUST NOT EXCEED 10% OF EACH OTHER. THE NUMBER AND TYPE OF -.-- ---'-8 NV`WA - 3 /8� - 3 8° - A FITTINGS FOR ALL LAST TEE TO NOZZLE SECTIONS MUST BE EQUAL. FITTINGS FOR ALL LAST TEE TO NOZZLE SECTIONS MUST BE EQUAL. 3. A MAIN/RESERVE SWING CHECK VALVE,PART NO. 417788, MAY BE 3. A MAIN/RESERVE SWING CHECK VALVE,PART NO. 417788, MAY BE IL_` LOCATED BETWEEN THE CYLINDER AND T1. LOCATED BETWEEN THE CYLINDER AND T1. -.. -- - _b------- ->_- - 4. ALL SYSTEMS PROTECTING VEHICLE PAINT SPRAY BOOTHS REQUIRE 4. ALL SYSTEMS PROTECTING VEHICLE PAINT SPRAY BOOTHS REQUIRE -� I----�_.11A FACTORY PRE-SET TIME DELAY. A FACTORY PRE-SET TIME DELAY. -_ - _ _ _ 5. WHEN USING AN NV -P1 NOZZLE, THE TWO LARGEST DISCHARGE 5. WHEN USING AN NV -P1 NOZZLE, THE TWO LARGEST DISCHARGE `ORIFICES IN THE NOZZLE BODY MUST BE POSITIONED PARALLEL TO ORIFICES IN THE NOZZLE BODY MUST BE POSITIONED PARALLEL TO 00THE LONGEST DIMENSION OF THE HAZARD BEING PROTECTED. T'`C.7 THE LONGEST DIMENSION OF THE HAZARD BEING PROTECTED. 6. MAXIMUM HEIGHT OF NOZZLE FROM BASE OF THE NOZZLE -20 FT. 6. MAXIMUM HEIGHT OF NOZZLE FROM BASE OF TANK TO NOZZLE-2P1vtIT # - •r l r CYLINDER BUTTE COUNTY DEVELOPMENT SERVICES CYLINDER tea' yc� �., � 1 REVIEWED FOR _ CEJ = - _ Y4 �- oto. @9>TE_ PB MCH3 CONTROL _ D2 r• �� � - - s2i , HEAD WITH PAC -10 �t = Ir�1 Jt p , J J M T1 PNEUMATIC CYLINDER PCI -70 ABC SYMBOLS ' o c 4: T2A M j��jj��(� PCI -17 ABC " - T2 T1 .0 NOZZLE UP 03 2016 • NOZZLE DOWN UPIRAU NIEi RTAS / HANGER _ ` � j N.11\1 jo NOZZLE NOZZLE TOP VIEW SPRAY BOOTH SCALE: 1/4"=V-0" PIPING CHART 30'-0" CYLINDER AND VALVE ASSEMBLIES DETAIL - - -- N.T.S_ MULTIPLE CYLINDER ACTUATION USING MODEL MCH3 ti 04 00 T-6" I---- 3'-9., N.T.S. --- ----- --- -- N_T.S. 4'-0" O W co DETAILS Z U U J PCI 17 ABC 3/4 PIPING CHART I- O 1'-9" _ FROM SYSTEM ==,-�_ _ CYLINDER SIZE: PCI-70ABC PIPING CHART ACTUATIONm fl ==�-' NOZZLE QUANTITY: 4 CYI INnFR �I7F prl_��nRr PIPINGSIZE LENGHT ELBOWS --...--• - -•--.. _:...._.. NOZZLE QUANTITY: 2 i SECTION MAXIMUM MAXIMUMPIPING SIZE LENGHT ELBOWS SPRAY BOOTH.SECTION MAXIMUM MAXIMUM CYLINDER toT1 1' 404 T1 to T2 1" 18' 2 CYLINDERtOT1 3/4" 36' 7 --�-_-- - - -- I T2 to NOZZLE 1 3/4" 1 9'2 T1 to NOZZLE 3/4" 14' 4 1 NOTES: NOTES: 1. THESE LIMITATIONS APPLY TO PCI-17ABC USING TWO NOZZLES ' 1. THESE LIMITATIONS APPLY TO PCI-70ABC USING FOUR LES (ANY NV -WA OR NV -SW NOZZLESOF EITHER NV -P1, NV -UF OR NV-DP2). -.__ .:.-:::- -- 2. SYSTEM PIPING MUST BE BALANCED. BALANCED PIPING IS THAT IN 2. SYSTEM PIPING MUST BE BALANCED. BALANCED PIPING IS THAT IN - - - WHICH THE DIFFERENCE BETWEEN THE SHORTEST ACTUAL PIPE WHICH THE DIFFERENCE BETWEEN THE SHORTEST ACTUAL PIPE �.___ LENGTH FROM T1 TO NOZZLE. T2 TO NOZZLE ON THE SAME BRANCH LENGTH FROM T1 TO NOZZLE. T2 TO NOZZLE ON THE SAME BRANCH NV WA ----- --- NV WA 3/4 3/4 MUST NOT EXCEED 10% OF EACH OTHER. THE NUMBER AND TYPE OF MUST NOT EXCEED 10% OF EACH OTHER. THE NUMBER AND TYPE OF -.-- ---'-8 NV`WA - 3 /8� - 3 8° - A FITTINGS FOR ALL LAST TEE TO NOZZLE SECTIONS MUST BE EQUAL. FITTINGS FOR ALL LAST TEE TO NOZZLE SECTIONS MUST BE EQUAL. 3. A MAIN/RESERVE SWING CHECK VALVE,PART NO. 417788, MAY BE 3. A MAIN/RESERVE SWING CHECK VALVE,PART NO. 417788, MAY BE IL_` LOCATED BETWEEN THE CYLINDER AND T1. LOCATED BETWEEN THE CYLINDER AND T1. -.. -- - _b------- ->_- - 4. ALL SYSTEMS PROTECTING VEHICLE PAINT SPRAY BOOTHS REQUIRE 4. ALL SYSTEMS PROTECTING VEHICLE PAINT SPRAY BOOTHS REQUIRE -� I----�_.11A FACTORY PRE-SET TIME DELAY. A FACTORY PRE-SET TIME DELAY. -_ - _ _ _ 5. WHEN USING AN NV -P1 NOZZLE, THE TWO LARGEST DISCHARGE 5. WHEN USING AN NV -P1 NOZZLE, THE TWO LARGEST DISCHARGE `ORIFICES IN THE NOZZLE BODY MUST BE POSITIONED PARALLEL TO ORIFICES IN THE NOZZLE BODY MUST BE POSITIONED PARALLEL TO 00THE LONGEST DIMENSION OF THE HAZARD BEING PROTECTED. T'`C.7 THE LONGEST DIMENSION OF THE HAZARD BEING PROTECTED. 6. MAXIMUM HEIGHT OF NOZZLE FROM BASE OF THE NOZZLE -20 FT. 6. MAXIMUM HEIGHT OF NOZZLE FROM BASE OF TANK TO NOZZLE-2P1vtIT # - •r l r CYLINDER BUTTE COUNTY DEVELOPMENT SERVICES CYLINDER tea' yc� �., � 1 REVIEWED FOR _ CEJ = - _ Y4 �- oto. @9>TE_ PB MCH3 CONTROL _ D2 r• �� � - - s2i , HEAD WITH PAC -10 �t = Ir�1 Jt p , J J M T1 PNEUMATIC CYLINDER PCI -70 ABC SYMBOLS ' o c 4: T2A M j��jj��(� PCI -17 ABC " - T2 T1 .0 NOZZLE UP 03 2016 • NOZZLE DOWN UPIRAU NIEi RTAS / HANGER _ ` � j N.11\1 jo NOZZLE NOZZLE TOP VIEW SPRAY BOOTH SCALE: 1/4"=V-0" PIPING CHART m ng O U E- O W � E- E - 0 � O W � � Z � W z00 r�i a U W rnrn U U� w C) z CO o0 0 2 CD U DRAWN BY. DATE SEFP APRIL 18, 2016 DESIGNED BY: DATE SEFP APRIL 18, 2016 APPROVED BY. DATE PROJECT NUMBER SHEET TITLE. MONARCH DRY CHEMICAL SYSTEM SHEET NUMBER �1 OF 1 M ti 04 00 z O W co t� I- Z U U J w I- O o rn rn N � w Lo U W o Lo o LU OX - Co < �Co < Q U LL LL a. d W O z w Q Z m ng O U E- O W � E- E - 0 � O W � � Z � W z00 r�i a U W rnrn U U� w C) z CO o0 0 2 CD U DRAWN BY. DATE SEFP APRIL 18, 2016 DESIGNED BY: DATE SEFP APRIL 18, 2016 APPROVED BY. DATE PROJECT NUMBER SHEET TITLE. MONARCH DRY CHEMICAL SYSTEM SHEET NUMBER �1 OF 1 A.B. ANCHOR BOLTS G/L GLU-LAMINATED psf POUNDS PER SQUARE FOOT ABT. PAINT BOOTH BUILDING for ENGINEER - CONTRACTOR MECHANICAL ELECTRICAL PLUMBING EQUIPMENT WEISS McNAIR HARVESTING EQUIPMENT MANNING ENGINEERING 2540 ZANELLA WAY, SUITE 10 MODERN BUILDING COMPANY 3083 SOUTHGATE LANE McCLELLAND AIR CONDITIONING, INC. 801 MARAUDER STREET AGRI ELECTRIC 11011 MIDWAY CUMMINGS COMPANY, INC. 2280 IVY STREET, SUITE 170 AFC FINISHING SYSTEMS 250 AIRPORT PARKWAY CPR SYSTEMS 1400 SOUTH MAIN STREET 100 LOREN AVENUE CHICO, CA 95928 PHONE- 530/893-5937 CHICO, CA 95927 PHONE: 530/891-4533 CHICO, CA 95973 PHONE: 530/891-6202 CHICO, CA 95928 PHONE: 530/342-4203 CHICO, CA 95928 PHONE: 530/898-9657 OROVILLE, CA 95965 PHONE: 800/331-7744 FAX 530/533-0179 SOUTH BEND, IN 46613 PHONE: 574/233-9111 FAX 574/233-3899 CHICO, CA 95928 FAX- 530/891-5925 CONTACT: TOM MANNING FAX 530/891-6834 CONTACT: JEFF HAYES FAX: 530/891-5137 CONTACT: DON FOWLER FAX: 530/342-5117 CONTACT: MATT THORPE FAX- 530/8157 CONTACT: MICHAEL CUMMINGS CONTACT: JOSH FREEMAN CONTACT: DEVON A COGDELL HSS EMAIL tom@manrkgenghwirlgn jeff@ffWwnbulcirxjric.com EMAIL: �eff@mnbuldrxjric.com EMAIL dor0mcclellandaicom EMAIL: matt@agrielectric.com EMAIL: mike@currrningscompanycom EMAIL: joshuaf@afc-ca.com EMAIL: oe oncoWellftVsystemsonline.=n APN: 040-400-073-000 REINFORCING ASSY. ASSEMBLY HORIZ. HORIZONTAL REBAR REINFORCING STEEL BAR PERMIT NO. B 16-0232 A.B. ANCHOR BOLTS G/L GLU-LAMINATED psf POUNDS PER SQUARE FOOT ABT. ABOUT G/N GANG -NAIL PSL PARALLEL STRAND LUMBER AGGR. AGGREGATE GYP. GYPSUM P/T POST TENSIONING ANC. ANCHOR HD. HOLD DOWN P.T.D.F. PRESSURE TREATED DOUGLAS FIR APPROX. APPROXIMATE HDR HEADER PFB. PRE -FABRICATED AO.R. ARCHITECT OF RECORD H.S.B. HIGH STRENGTH BOLTS RAD, r. RADIUS ARCH. ARCHITECT HSS HOLLOW STRUCTURAL SECTION REF. REFERENCE, REFER TO ASPH. ASPHALT HT. HEIGHT REINF. REINFORCING ASSY. ASSEMBLY HORIZ. HORIZONTAL REBAR REINFORCING STEEL BAR BD. BOARD IBC INTERNATIONAL BUILDING CODE RF ROOF BLDG. BUILDING I.D. INSIDE DIAMETER RS ROUGH SAWN BLK BLOCK I.F. INSIDE FACE REQ'D. REQUIRED BLK'G. BLOCKING IN. INCH REV. REVISED, REVISION BM. BEAM INT. INTERIOR R.H.W.S. ROUND HEAD WOOD SCREWS B.N. BOUNDARY NAIL J.H. JOIST HANGER RM. ROOM BOT. BOTTOM JST. JOIST SAD SEE ARCHITECTURAL DRAWING - BR'G. BEARING JT. JOINT S.B. SOLID BLOCKING BTWN. BETWEEN K KIP, KILO -POUND SCHED. SCHEDULE CANTIL. CANTILEVER L.D.P. LICENCED DESIGN PROFESSIONAL SDS SIMPSON STRONG DRIVE SCREW CBC CALIFORNIA BUILDING CODE L.L FLOOR (OR ROOF) LIVE LOAD SECT. SECTION C.L. CONSTRUCTION LOAD L.L.H. LONG LEG HORIZONTAL SHT. SHEET CLG. CEILING L.L.V. LONG LEG VERTICAL SHTCL SHEATHING CLR. CLEAR LT. LIGHT SIM. SIMILAR C.M.U. CONCRETE MASONRY UNIT LT.WT. LIGHT WEIGHT S.L. ROOF (OR DECK) SNOW LOAD COL COLUMN L.L LIVE LOAD S.O.G SLAB ON GRADE C.1. CONTROL JOINT LOCS. LOCATIONS SPEC. SPECIFICATION CONC. CONCRETE LSL LAMINATED STRAND LUMBER SQ. SQUARE CONN. CONNECTION LVL LAMINATED VENEER LUMBER STD. STANDARD CONST. CONSTRUCTION MACH. MACHINE STL STEEL CONT. CONTINUOUS MAT'L. MATERIAL STIFF. STIFFENER CSK. COUNTERSINK MAX MAXIMUM STRUCT. STRUCTURAL DBL DOUBLE M.B. MACHINE BOLT S.T.S. SELF -TAPPING SCREW D.F. DOUGLAS FIR, LARCH MECH. MECHANICAL SW SHEAR WALL DIA. DIAMETER MEZZ. MEZZANINE SYM. SYMMETRICAL DIAD. DIAGONAL MFGR. MANUFACTURER T & B TOP & BOTTOM DIM. DIMENSION M.I.W. MALLEABLE IRON WASHER T & G TONGUE & GROOVE D.L. DEAD LOAD MIN. MINIMUM T.FJ.H. TOP FLANGE JOIST HANGER DEMO DEMOLISH, DEMOLITION mph MILES PER HOUR THK. THICK do REPEAT MISC. MISCELLANEOUS T.N. TOE NAIL DR DEEP MTL METAL T.O.FTG. TOP OF FOOTING DRWG DRAWING (N) NEW T.O.R TOP OF PLATE DTL DETAIL NO. NUMBER T.O.PLY. TOP OF PLYWOOD (E) EXISTING NOM. NOMINAL T.O.S. TOP OF SLAB EA EACH N.SA NELSON STUD ANCHOR T.O.W. TOP OF WALL E.F. EACH FACE N.T.S. NOT TO SCALE T.O.STL TOP OF STEEL ELEV. ELEVATION O.C. ON CENTER TS TUBE STEEL, SEE 'HSS' E.N. EDGE NAIL O.D. OUTSIDE DIAMETER TYR TYPICAL E.O.R. ENGINEER OF RECORD O.F. OUTSIDE FACE U.N.O. UNLESS NOTED OTHERWISE E.W. EACH WAY O.H. OPPOSITE HAND U.O.N. UNLESS OTHERWISE NOTED EXT. EXTERIOR OPN'G OPENING VERT. VERTICAL FDN. FOUNDATION OPR OPPOSITE WD. WOOD F.F. FINISH FLOOR ORIG. ORIGINAL W.P. WORK POINT F.G FINISH GRADE OSB ORIENTED STRAND LUMBER W/ WITH FLR FLOOR O.W.G OPEN WEB GIRDER W/o WITHOUT F.N. FIELD NAIL O.W.J. OPEN WEB JOIST W/S WIND/SEISMIC F.O.C. FACE OF CONCRETE o/ OVER W, WF WIDE FLANGE STEEL SECTION F.O.M. FACE OF MASONRY PEN. PENETRATION W.W.F. WELDED WIRE FABRIC F.O.S. FACE OF STUD PERP. PERPENDICULAR & AND FRM'G. FRAMING PLCS. PLACES @ AT FT. FOOT PLY. PLYWOOD x BY FTG. FOOTING P.M.D. PLY -METAL DRILLERS q CENTERLINE FUR. FURRING plf POUNDS PER LINEAL FOOT f° DIAMETER ga. GAGE PRL PARALLEL = EQUALS GALV. GALVANIZED psf. POUNDS PER SQUARE FOOT # POUNDS, NUMBER R PLATE ABBREVIATIONS GENERAL CONDITIONS 1. ALL PHASES OF THE WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE 2013 CALIFORNIA BUILDING CODE, AS WELL AS ALL OTHER APPLICABLE LOCAL, MUNICIPAL, STATE AND FEDERAL REGULATIONS. ALL WORK IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING DEPARTMENT AND FIELD INSPECTOR. 2. ICC -ES REPORTS, ASTM SPECIFICATIONS, IBC AND CBC STANDARDS REFERENCED IN THESE DRAWINGS SHALL BE OF THE LATEST REVISION. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND EXISTING CONDITIONS AT THE JOB SITE PRIOR TO STARTING CONSTRUCTION. NOTED DIMENSIONS TAKE PRECEDENCE OVER THE APPARENT SCALE OF A DRAWING COMPONENT. DO NOT SCALE DRAWINGS. ANY DISCREPANCIES OR INCONSISTENCIES FOUND SHALL BE BROUGHT TO THE ENGINEERS ATTENTION BEFORE WORK PROCEEDS. 4. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE UNLESS OTHERWISE INDICATED. THEY DO NOT SPECIFY METHODS OF CONSTRUCTION. THE CONTRACTOR SHALL TAKE ALL NECESSARY STEPS AND PRECAUTIONS TO MAINTAIN THE STABILITY OF THE STRUCTURE AND PROTECT WORKMEN AND OTHER PERSONS DURING CONSTRUCTION. SPECIFIC ITEMS TO BE CONSIDERED SHALL INCLUDE, BUT NOT BE LIMITED TO, THE ADEQUACY OF ALL FORMS, SCAFFOLDING, AND SHORING FOR CONSTRUCTION EQUIPMENT; SHORING OF TILT -UP WALLS; AND TEMPORARY LATERAL BRACING OF THE STRUCTURE. 5. THE ENGINEER IS RESPONSIBLE FOR SPECIFIC STRUCTURAL ITEMS ONLY. ANY CHANGES MADE TO THE PLANS OR CALCULATIONS WILL REQUIRE A REVIEW AND APPROVAL BY THE ENGINEER. IF ANY CHANGES ARE MADE WITHOUT THE ENGINEERS APPROVAL, THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. 6. DEPENDING ON THE SCALE OF THE PROJECT, MECHANICAL, ELECTRICAL, AND PLUMBING (M.E.P) DRAWINGS MAY OR MAY NOT BE INCLUDED IN THE DRAWING SET. THE DRAWING INDEX VERIFIES WHICH SHEETS SHOULD BE INCLUDED IN THE DRAWING SET. IF NO M.E.P. DRAWINGS ARE INCLUDED, IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND HIS SUBCONTRACTORS TO INSURE THAT ALL WORK IS PERFORMED IN COMPLIANCE WITH THE APPLICABLE CODES. IF M.E.P. DRAWINGS ARE INCLUDED, SUCH DRAWINGS ARE SUPPLEMENTAL TO THE ARCHITECTURAL AND STRUCTURAL DRAWINGS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER OR ENGINEER FOR CLARIFICATION. 7. DEPENDING ON THE SCALE OF THE PROJECT, REFER TO THE ENERGY COMPLIANCE SHEETS FOR THE REQUIREMENTS ASSOCIATED WITH CALIFORNIA TITLE 24 ENERGY REQUIREMENTS. 8. REVIEW OF STEEL SHOP DRAWINGS AND CALCULATIONS BY THE ENGINEER DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS. THIS REVIEW IS ONLY A CHECK FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS; SELECTING FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION; COORDINATING HIS WORK WITH THAT OF OTHER TRADES; AND PERFORMING HIS WORK IN A SAFE AND SATISFACTORY MANNER. 9. IF CERTAIN MINOR DETAILS OF CONSTRUCTION ARE NOT FULLY DESCRIBED ON THE DRAWINGS OR CALLED FOR IN NOTES OR SPECIFICATIONS, THEIR CONSTRUCTION SHALL RESEMBLE SIMILAR CONDITIONS THAT ARE FULLY SHOWN AND SHALL BE REVIEWED BY THE ENGINEER. GENERAL NOTES VICINITY MAP SCOPE OF WORK: THIS PROJECT SHALL CONSIST OF THE CONSTRUCTION OF A NEW METAL BUILDING ON A CONCRETE SLAB FOUNDATION. THE PRIMARY FRAME AND SHELL FRAMING SYSTEMS ARE DESIGNED BY VP BUILDINGS. THE FOUNDATION SYSTEMS ARE DESIGNED BY MANNING ENGINEERING. THE POWDER COATING EQUIPMENT IS DESIGNED BY AFC FINISHING SYSTEMS AND CPR SYSTEMS. THE SCOPE OF WORK SHALL INCLUDE ALL TRADES NECESSARY TO COMPLETE THE STRUCTURE. GOVERNING NING CODES : 2013 CALIFORNIA BUILDING CODE 2013 CALIFORNIA MECHANICAL CODE 2013 CALIFORNIA ELECTRICAL CODE 2013 CALIFORNIA PLUMBING CODE 2013 CALIFORNIA FIRE CODE 2013 CALIFORNIA ENERGY CODE 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE JURISDICTION DATA: JURISDICTION - COUNTY OF BUTTE ASSESSORS PARCEL NUMBER 040-400-073-000 ZONING - HI (HEAVY INDUSTRIAL C.D.F. - SRA - IK FLOOD ZONE - "X" BUILDING USE: PAINT BOOTH FOR HOUSING POWDER COATING EQUIPMENT OCCUPANCY CLASS (SECTION 306.2) : (E) WASH STATION BUILDING (ADJACENT) F-1 (N) PAINT BOOTH BUILDING F-1 CONSTRUCTION TYPE (SECTION 602.2) : (E) WASH STATION BUILDING (ADJACENT) II -B (N) PAINT BOOTH BUILDING II -B (ALSO SEE 'OVERALL SITE CODE SUMMARY ON SHEET S-2) PROPOSED AREAS AND DESCRIPTION (TABLE 503) : (E) WASH STATION BUILDING (ADJACENT) 1,000 SQ. FT. (N) PAINT BOOTH BUILDING 11225 SQ. FT. TOTAL AREA 12225 SQ. FT. < 17,500 SO. FT. O.K. (NO AREA SEPARATION REO'D) OCCUPANTS (TABLE 1004.12) : (N) PAINT BOOTH BUILDING (ENCLOSED AREA) 9275 SQ. FT. / 100 = 93 OCC. EXIT REQUIREMENTS (TABLE 1015-1): L A L Al Al QUALITY ASSURANCE CONTENTS T BOOTH BUILDING (ENCLOSED AREA) 93 OCC. > 49 OCC. - 2 EXITS READ I QUALITY ASSURANCE WILL BE ACCOMPLISHED THROUGH THE USE 5. STRUCTURAL WELDING ALL SHOP AND FIELD WELDING SHALL SITE PLAN 3 EXITS PROVIDED 0_K OF SPECIAL INSPECTION, MATERIALS TESTING, THE ENGINEERS REQUIRE CONTINUOUS OR PERIODIC INSPECTION SECTION 1705.22.1 LWDTH QUIRED (SECTION 1005.3.2)SPECIAL (SEE FLOOR PLANS FOR PATH OF TRAVEL REVIEW OF SUBMITTALS, AND STRUCTURAL OBSERVATION. OF THE 2013 CBC UNLESS FABRICATOR IS AN APPROVED SHOP EXTERIOR ELEVATIONS & BUILDING SECTION ARCHITECTURAL A-1 LISTED BY ICBO/ICC, AISC, COLA, OR OTHER T BOOTH BUILDING (ENCLOSED AREA) 93 OCC. x 0.2 = 18.6" MIN. 1 INSPECTION NATIONALLY -RECOGNIZED AGENCY. APPROVED FABRICATOR DESIGN CRITERIA 1 36" x 3 DOORS = 108" > 18.6" 0_K. 1. SPECIAL INSPECTION AND ASSOCIATED MATERIALS TESTING SHALL CERTIFICATES MUST BE PROVIDED WITH A COMPLETED SPECIAL DEFERRED SUBMITTALS EROSION CONTROL PLAN BE PERFORMED BY A QUALIFIED PERSON OR AGENCY DESIGNATED INSPECTION FORM PRIOR TO START OF WORK 1. WIND LOADS USED IN THE DESIGN OF THIS STRUCTURE ARE BASED ON THE FOLLOWING PARTIAL MECHANICAL PLAN M-2 BY THE OWNER, WHO SHALL DEMONSTRATE COMPETENCE TO THE 6 POST -INSTALLED CONCRETE ANCHORS: THE INSTALLATION OF ALL 2013 CBC CRITERIA: 1. EQUIPMENT BOOTH FIRE SUPPRESSION DESIGN ELECTRICAL SATISFACTION OF THE BUILDING OFFICIAL AND ENGINEER OF POST -INSTALLED EXPANSION AND EPDXY ANCHORS INTO _ BASIC WIND SPEED 110 mph E-1 PARTIAL ELECTRICAL PLAN SHT. I 0 CONTENTS STRUCTURAL S-1 COVER SHEET AND PROJECT DATA S-2 SITE PLAN S-3 PARTIAL FOUNDATION PLAN & NOTES S-4 PARTIAL FOUNDATION PLAN S-5 FOUNDATION DETAILS S-6 EXTERIOR ELEVATIONS & BUILDING SECTION ARCHITECTURAL A-1 CAL -GREEN MANDATORY MEASURES A-2 CAL -GREEN MANDATORY MEASURES A-3 PARTIAL FLOOR PLAN A-4 PARTIAL FLOOR PLAN A-5 BUILDING ACCESS SECTIONS & DETAILS A-6 EROSION CONTROL PLAN MECHANICAL M-1 PARTIAL MECHANICAL PLAN M-2 PARTIAL MECHANICAL PLAN M-3 MECHANICAL EXTERIOR ELEVATIONS ELECTRICAL E-0 SITE ELECTRICAL PLAN E-1 PARTIAL ELECTRICAL PLAN E-2 PARTIAL ELECTRICAL PLAN E-3 ELECTRICAL SCHEDULES E-24 TITLE 24 DOCUMENTS PLUMBING P-1 PARTIAL PLUMBING PLAN P-2 PARTIAL PLUMBING PLAN EQUIPMENT Sheet -1 AFC - COVER SHEET Sheet -2 AFC - EQUIPMENT ELEVATIONS Sheet -2A AFC - EQUIPMENT ELEVATIONS Sheet -3 AFC - POWDER COATING OVEN Sheet -4 AFC - POWDER COATING CARTRIDGE BOOTH Sheet -5 AFC - DRY -OFF BOOTH Sheet -6 AFC - POWDER COATING OVEN ELECTRICAL Sheet -7 AFC - POWDER COATING CARTRIDGE BOOTH ELECT. Sheet -8 AFC - DRY -OFF BOOTH ELECTRICAL Sheet -9 AFC - PRETREATMENT/WASH BOOTH ELECTRICAL Sheet -10 AFC - CODE REQUIREMENTS Sheet -11 AFC - EQUIPMENT DETAILS Sheet -12 AFC - EQUIPMENT DETAILS Sheet -13 AFC - WASH BOOTH/PRETREATMENT AFC - BUTTE COUNTY NON-STRUCTURAL COMMENTS AFC - BUTTE COUNTY ELECTRICAL COMMENTS 12-2015-001 CPR SYSTEMS - PLAN VIEW 12-2015-002 CPR SYSTEMS - ISOMETRIC VIEW ATTACHMENTS STRUCTURAL CALCULATIONS - MANNING ENGINEERING SUPPLEMENTAL CALCULATIONS - MANNING ENGINEERING GEOTECHNICAL INVESTIGATION REPORT/LETTER - ATC PERMIT DRAWINGS (1/20/2016) - VP BUILDINGS STRUCTURAL DESIGN DATA (1/20/2016) - VP BUILDINGS RECORD FOR INSPECTION OF THE PARTICULAR TYPE OF CONCRETE SHALL REQUIRE SPECIAL INSPECTION IN ACCORDANCE_ CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION WITH THEIR ASSOCIATED ICC -ES REPORT AND SECTION 1705.1.1 OF EXPOSURE CATEGORY - C PRIOR TO START OF WORK- THE 2013 CBC. 2. SEISMIC LOADS USED IN THE DESIGN OF THIS STRUCTURE ARE BASED ON THE FOLLOWING 2. STRUCTURAL SEISMIC FORCE RESISTNG SYSTEM: SPECIAL 7. ALSO REFERENCE THE "APPLICATION FOR SPECIAL INSPECTOR" 2013 CBC CRITERIA INSPECTION OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE FORM(S) FROM THE BUILDING DEPARTMENT COMPLETED BY THE MAPPED SPECTRAL RESPONSE WITH THE QUALITY ASSURANCE REQUIREMENTS OF AISC 341 AND SPECIAL INSPECTOR(S). ACCELERATIONS: Ss = 0.597g SECTION 1705.11.1 OF THE 2013 CBC. S, = 0260g 3. 5QLa SPECIAL INSPECTIONS FOR EXISTING SITE SOIL CONDITIONS, 8. THE ITEMS IDENTIFIED ABOVE SHALL BE TESTED, INSPECTED SITE CLASS = D FILL PLACEMENT AND LOAD-BEARING REQUIREMENTS SHALL BE AND/OR OBSERVED PER THE REQUIREMENTS OF THE 2013 CBC PERFORMED BY THE GEOTECHNICAL ENGINEER PER TABLE 1705.6 AND AS INDICATED IN THE QUALITY ASSURANCE PLAN DEFINED FOR 3. THE FOUNDATION DESIGN OF THIS BUILDING IS BASED DESIGN CRITERIA PROVIDED IN THE OF THE 2013 CBC AND IN COMPLIANCE WITH THE GEOTECHNICAL THIS PROJECT. SEE MATERIAL SPECIFICATIONS ON THIS SHEET & GEOTECHNICAL REPORT BY - REPORT. WITHIN THE STRUCTURAL DRAWING SET FOR ADDITIONAL TESTING, APPLIED TESTING CONSULTANTS INSPECTON, SUBMITTAL INFORMATION AND REQUIREMENTS. 3060 THORNTREE DRIVE, SUITE #10 4. HIGH-STRENGTH BOLTING THE INSTALLATION OF ALL 9, SUMMARY OF TESTS, INSPECTIONS AND SUBMITTALS PERFORMED CHICO, CA 95973 HIGH-STRENGTH BOLTS SHALL REQUIRE SPECIAL INSPECTION PER BY AN APPROVED SPECIAL TESTING LAB, SPECIAL INSPECTOR A\_11 DAUTERMAN/WEISS McNAIR PROJECT, DATED 07-25-12 SECTION 17052 OF THE 2013 CBC. AND/OR ENGINEER SHALL BE AS SPECIFIED. ADDENDUM LETTER, DATED 04-01-2016 ASSURANCE DESIGN CRITERIA CODE SUMMARY DRAWING INDEX QUALITY ASSU 0 ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE THE SOLE PROPERTY OF MANNING ENGINEERING. THEY WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THIS SPECIFIC PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF MANNING ENGINEERING. COPYRIGHT © 2016 MANNING ENGINEERING O\� UPANCY CLASS SUMMARY: (E) STORAGE BUILDING (unknown) (E) STORAGE BUILDING (613-1142) S-1 (E) STORAGE BUILDING (unknown) S-1 (E) STORAGE BUILDING (unknown) (E) OFFICE (612-0947) B (E) PARTS STORAGE (812-0947) S-1 (E) FACTORY (612-0947) F-1 (E) OPEN STORAGE (B13-0999) S-1 (E) WASH STATION (1313-1097) F-1 (N) PAINT BOOTH (616-0232) 040-020-091-000 040-.020-091-000 f yds LOREN AVE. I (GROUP F-1, TYPE II -B) -to- (N) PAINT BOOTH (GROUP F-1, TYPE II -B) K < 30', 0 HOUR CONSTRUCTION REQ'D (SECTION 705.3, TABLE 602) O.K. FORAGE (GROUP S-1, TYPE II -B) -to- (E) WASH STATION (GROUP F-1, TYPE II -B) K < 30', 0 HOUR CONSTRUCTION REQ'D (SECTION 705.3, TABLE 602) OK 3 (N) PAINT BOOTH (GROUP F-1, TYPE II -B) -to- PROPERTY LINE FOR 6 <= FIRE SEPARATION DISTANCE < 10', 1 HOUR CONSTRUCTION REQ'D (TABLE 602) -KK NOTE : ALL PROPERTY LINES SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO DETERMINING THE LOCATION OF THE NEW BUILDING. OVERALL SITE PLAN (FOR REFERENCE ONLY) A REFERENCE: WEISS MCNAIR SITE AND UNDERGROUND PLAN, NORTHSTAR CIVIL ENGINEERS, 09-18-12, PERMIT NO. B12-0947 N.T.S. ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE THE SOLE PROPERTY OF MANNING ENGINEERING. THEY WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THIS SPECIFIC PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF MANNING ENGINEERING. COPYRIGHT © 2016 MANNING ENGINEERING z� N O 1' m (E) WASH STATION BUILDING SPREAD FOOTING SCHEDULE FOOTING SIZE DEPTH REINFORCEMENT 2-6" x 3-0" 36" 3 - #5's EA WAY T & B 2'-6" x 5'-0" 36" #5's 0 12"oc. EA WAY T & B 5'-0"x5'-0" 36" 5-#5'sEAWAY 0T&B (E) WASH STATION I I'm 24'-0" FOUNDATION NOTES 32-6" 31'-6" 31'-6" 7L1 A" /\IAV% PROJECT NORTH 1. THE FOUNDATION DESIGN OF THIS BUILDING IS BASED ON FRAME COLUMN REACTIONS 5. THE EXPOSED SUB -GRADES SHALL BE MOISTURE CONDITIONED AND COMPACTED TO A MINIMUM 10. MINIMUM ULTIMATE COMPRESSIVE STRENGTH SHALL BE AS FOLLOWS: 15. CLEAR COVERAGE OF CONCRETE OVER OUTER REINFORCING BARS SHALL BE AS FOLLOWS PROVIDED BY THE FOLLOWING METAL BUILDING MANUFACTURER: OF 90% RELATIVE COMPACTION. ALL FOUNDATIONS SHALL BEAR ON A MINIMUM OF 12 INCHES PSI DAYS (UNLESS OTHERWISE NOTED): BUILDINGS OF NON -EXPANSIVE, COMPACTED OR UNDISTURBED, NATIVE SOIL. A FOOTINGS 3,000* 28 A CONCRETE CAST AGAINST AND EXPOSED TO EARTH------------ 3" VP VPB. INTERIOR STRUCTURAL SLABS, TOP AND BOTTOM --------------- 3/4 3200 PLAYERS CLUB CIRCLE 6. ALL FOUNDATION EXCAVATIONS SHALL BE CLEAN AND LEVEL AND ARE SUBJECTED TO B. SLABS -ON -GRADE 3,000* 28 * DESIGN STRENGTH = 2,500 psi " C. FORMED CONCRETE EXPOSED TO EARTH OR WEATHER MEMPHIS, TN 38125-8843 INSPECTION AND APPROVAL BY THE LOCAL BUILDING OFFICIAL PRIOR TO PLACEMENT OF C. LEAN CONCRETE FILL 1,000 28 #6 BAR OR LARGER ------------------------------------------------------- 2" JOB NO. 15-023777-01, DATED OV18/2016 CONCRETE 11 PROJECTING CORNERS OF ALL CONCRETE MEMBERS SHALL BE FORMED WITH 3/4" CHAMFER #5 BAR AND SMALLER--------------------------------------------------- 1-1/2" 2. THIS DRAWING REPRESENTS THE FOUNDATION DESIGN ONLY. SEE THE METAL BUILDING MFGRS 7. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT ADDITION OF UNLESS DETAILED OTHERWISE. 16. ALL REINFORCING BAR BENDS SHALL BE MADE COLD. ANCHOR BOLT SETTING PLAN FOR LOCATION OF COLUMNS AND ANCHOR BOLTS RELATIVE TO THE ACI MANUAL OF CONCRETE PRACTICE. 12. THE OUTSIDE DIAMETER (O.D) OF CONDUIT OR PIPE PLACED IN THE PLANE OF A SLAB -ON -GRADE THE GRIDLINES SHOWN IN THIS PLAN. 8. ALL CONCRETE MIXES SHALL UTILIZE TYPE II PORTLAND CEMENT CONFORMING TO ASTM C150. SHALL NOT EXCEED 30% OF SLAB THICKNESS UNLESS SPECIFICALLY DETAILED OTHERWISE AND 17. REINFORCING BARS SHALL BE LAPPED OR SPLICED AS SHOWN ON DRAWINGS. ANY ADDITIONAL SPLICING OR ALTERNATE METHODS SHALL REQUIRE REVIEW FROM THE ENGINEER. 3. THE FOUNDATION DESIGN OF THIS BUILDING IS BASED ON DESIGN CRITERIA PROVIDED IN THE AGGREGATES SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE FOR FOOTINGS AND SHALL BE LOCATED IN MIDDLE 1/3 OF SLAB. CLEAR SPACING BETWEEN ADJACENT CONDUITS OR GEOTECHNICAL REPORT PREPARED BY: MASS CONCRETE SHALL NOT EXCEED 1-V2". PIPES SHALL BE TWICE THE LARGER O.D. MINIMUM, UNLESS OTHERWISE NOTED ON PLANS. 18. WIRE MESH SHALL CONFORM TO ASTM A185, AND SHALL BE LAPPED 1 & 1/2 SPACES (12" APPLIED TESTING CONSULTANTS 7. ALL CONCRETE MIXES SHALL HAVE A MAXIMUM WATER TO CEMENT RATIO OF 0.575, AND SHALL 13. SURFACES OF JOINTS REFERENCED AS 'COLD JOINTS', SHALL BE TROWELED OR OTHERWISE MINIMUM). 3060 THORNTREE DRIVE, SUITE #10 HAVE AN ENTRAPPED AIR CONTENT OF 15%. ADDMIXTURES USED SHALL BE SUBJECT TO PRIOR FINISHED SMOOTH WITH 2 LAYERS OF BUILDING PAPER BETWEEN SURFACES. ALL OTHER 19. EXPANSION ANCHORS IN CONCRETE SHALL BE HILTI KWIK BOLT TZ WEDGE ANCHORS PER CHICO, CA 95973 APPROVAL BY THE ENGINEER OF RECORD. CONCRETE JOINTS SHALL BE ROUGHENED TO V4" +/- AMPLITUDE UNLESS OTHERWISE NOTED. ICC -ES REPORT ESR -1917. 1 DAUTERMAN/WEISS McNAIR PROJECT, DATED 07-25-12 ADDENDUM LETTER, DATED 0ROJE6 8. REINFORCING BARS, ANCHOR BOLTS AND CONCRETE INSERTS SHALL BE PROPERLY LOCATED 14. REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60 IN ALL CONCRETE UNLESS 20. EPDXY ADHESIVE ANCHORS IN CONCRETE SHALL BE SIMPSON SET -XP EPDXY ADHESIVE PER AND SECURELY FASTENED IN POSITION PRIOR TO PLACING CONCRETE. NOTED OTHERWISE ON THE PLANS. REINFORCING STEEL THAT IS TO BE WELDED SHALL BE ICC -ES REPORT ESR -2508, OR APPROVED EQUAL. 4. ALL EARTHWORK GRADING, NATIVE SOIL PREPARATION AND ENGINEERED FILL CONSTRUCTION ASTM A706. A706 REBAR SHALL BE WELDED PER THE LATEST AMERICAN WELDING SOCIETY 9• MAXIMUM CONCRETE SLUMP SHALL NOT EXCEED 3" FOR FOOTINGS, MASS CONCRETE, AND STRUCTURAL WELDING CODE. AND PLACEMENT SHALL BE DONE IN COMPLIANCE WITH THE GEOTECHNICAL REPORT. SLABS -ON -GRADE, AND 4" FOR OTHER CONCRETE. PAINT BOOTH BUILDING 1 SCALE: 1/8" = 1'-0" (EAST) PARTIAL FOUNDATION PLAN & NOTES ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE THE SOLE PROPERTY OF MANNING ENGINEERING. THEY WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THIS SPECIFIC PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF MANNING ENGINEERING. COPYRIGHT © 2016 MANNING ENGINEERING BL 1 2 78'-0" 3 4 5 6 265'-0" I I'm 24'-0" FOUNDATION NOTES 32-6" 31'-6" 31'-6" 7L1 A" /\IAV% PROJECT NORTH 1. THE FOUNDATION DESIGN OF THIS BUILDING IS BASED ON FRAME COLUMN REACTIONS 5. THE EXPOSED SUB -GRADES SHALL BE MOISTURE CONDITIONED AND COMPACTED TO A MINIMUM 10. MINIMUM ULTIMATE COMPRESSIVE STRENGTH SHALL BE AS FOLLOWS: 15. CLEAR COVERAGE OF CONCRETE OVER OUTER REINFORCING BARS SHALL BE AS FOLLOWS PROVIDED BY THE FOLLOWING METAL BUILDING MANUFACTURER: OF 90% RELATIVE COMPACTION. ALL FOUNDATIONS SHALL BEAR ON A MINIMUM OF 12 INCHES PSI DAYS (UNLESS OTHERWISE NOTED): BUILDINGS OF NON -EXPANSIVE, COMPACTED OR UNDISTURBED, NATIVE SOIL. A FOOTINGS 3,000* 28 A CONCRETE CAST AGAINST AND EXPOSED TO EARTH------------ 3" VP VPB. INTERIOR STRUCTURAL SLABS, TOP AND BOTTOM --------------- 3/4 3200 PLAYERS CLUB CIRCLE 6. ALL FOUNDATION EXCAVATIONS SHALL BE CLEAN AND LEVEL AND ARE SUBJECTED TO B. SLABS -ON -GRADE 3,000* 28 * DESIGN STRENGTH = 2,500 psi " C. FORMED CONCRETE EXPOSED TO EARTH OR WEATHER MEMPHIS, TN 38125-8843 INSPECTION AND APPROVAL BY THE LOCAL BUILDING OFFICIAL PRIOR TO PLACEMENT OF C. LEAN CONCRETE FILL 1,000 28 #6 BAR OR LARGER ------------------------------------------------------- 2" JOB NO. 15-023777-01, DATED OV18/2016 CONCRETE 11 PROJECTING CORNERS OF ALL CONCRETE MEMBERS SHALL BE FORMED WITH 3/4" CHAMFER #5 BAR AND SMALLER--------------------------------------------------- 1-1/2" 2. THIS DRAWING REPRESENTS THE FOUNDATION DESIGN ONLY. SEE THE METAL BUILDING MFGRS 7. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT ADDITION OF UNLESS DETAILED OTHERWISE. 16. ALL REINFORCING BAR BENDS SHALL BE MADE COLD. ANCHOR BOLT SETTING PLAN FOR LOCATION OF COLUMNS AND ANCHOR BOLTS RELATIVE TO THE ACI MANUAL OF CONCRETE PRACTICE. 12. THE OUTSIDE DIAMETER (O.D) OF CONDUIT OR PIPE PLACED IN THE PLANE OF A SLAB -ON -GRADE THE GRIDLINES SHOWN IN THIS PLAN. 8. ALL CONCRETE MIXES SHALL UTILIZE TYPE II PORTLAND CEMENT CONFORMING TO ASTM C150. SHALL NOT EXCEED 30% OF SLAB THICKNESS UNLESS SPECIFICALLY DETAILED OTHERWISE AND 17. REINFORCING BARS SHALL BE LAPPED OR SPLICED AS SHOWN ON DRAWINGS. ANY ADDITIONAL SPLICING OR ALTERNATE METHODS SHALL REQUIRE REVIEW FROM THE ENGINEER. 3. THE FOUNDATION DESIGN OF THIS BUILDING IS BASED ON DESIGN CRITERIA PROVIDED IN THE AGGREGATES SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE FOR FOOTINGS AND SHALL BE LOCATED IN MIDDLE 1/3 OF SLAB. CLEAR SPACING BETWEEN ADJACENT CONDUITS OR GEOTECHNICAL REPORT PREPARED BY: MASS CONCRETE SHALL NOT EXCEED 1-V2". PIPES SHALL BE TWICE THE LARGER O.D. MINIMUM, UNLESS OTHERWISE NOTED ON PLANS. 18. WIRE MESH SHALL CONFORM TO ASTM A185, AND SHALL BE LAPPED 1 & 1/2 SPACES (12" APPLIED TESTING CONSULTANTS 7. ALL CONCRETE MIXES SHALL HAVE A MAXIMUM WATER TO CEMENT RATIO OF 0.575, AND SHALL 13. SURFACES OF JOINTS REFERENCED AS 'COLD JOINTS', SHALL BE TROWELED OR OTHERWISE MINIMUM). 3060 THORNTREE DRIVE, SUITE #10 HAVE AN ENTRAPPED AIR CONTENT OF 15%. ADDMIXTURES USED SHALL BE SUBJECT TO PRIOR FINISHED SMOOTH WITH 2 LAYERS OF BUILDING PAPER BETWEEN SURFACES. ALL OTHER 19. EXPANSION ANCHORS IN CONCRETE SHALL BE HILTI KWIK BOLT TZ WEDGE ANCHORS PER CHICO, CA 95973 APPROVAL BY THE ENGINEER OF RECORD. CONCRETE JOINTS SHALL BE ROUGHENED TO V4" +/- AMPLITUDE UNLESS OTHERWISE NOTED. ICC -ES REPORT ESR -1917. 1 DAUTERMAN/WEISS McNAIR PROJECT, DATED 07-25-12 ADDENDUM LETTER, DATED 0ROJE6 8. REINFORCING BARS, ANCHOR BOLTS AND CONCRETE INSERTS SHALL BE PROPERLY LOCATED 14. REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60 IN ALL CONCRETE UNLESS 20. EPDXY ADHESIVE ANCHORS IN CONCRETE SHALL BE SIMPSON SET -XP EPDXY ADHESIVE PER AND SECURELY FASTENED IN POSITION PRIOR TO PLACING CONCRETE. NOTED OTHERWISE ON THE PLANS. REINFORCING STEEL THAT IS TO BE WELDED SHALL BE ICC -ES REPORT ESR -2508, OR APPROVED EQUAL. 4. ALL EARTHWORK GRADING, NATIVE SOIL PREPARATION AND ENGINEERED FILL CONSTRUCTION ASTM A706. A706 REBAR SHALL BE WELDED PER THE LATEST AMERICAN WELDING SOCIETY 9• MAXIMUM CONCRETE SLUMP SHALL NOT EXCEED 3" FOR FOOTINGS, MASS CONCRETE, AND STRUCTURAL WELDING CODE. AND PLACEMENT SHALL BE DONE IN COMPLIANCE WITH THE GEOTECHNICAL REPORT. SLABS -ON -GRADE, AND 4" FOR OTHER CONCRETE. PAINT BOOTH BUILDING 1 SCALE: 1/8" = 1'-0" (EAST) PARTIAL FOUNDATION PLAN & NOTES ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE THE SOLE PROPERTY OF MANNING ENGINEERING. THEY WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THIS SPECIFIC PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF MANNING ENGINEERING. COPYRIGHT © 2016 MANNING ENGINEERING 265'-0" 29'-4" 29'-4" 29'-4" 29'-4" ;j BL 1'-0" 1 PAINT BOOTH BUILDING (WEST) PARTIAL FOUNDATION PLAN 31'-6" lo 265'-0" ' 75'-0" (MAX) � 29'-4" 29'-4" 29'-4" I I � GRIDLINE SEE PLAN 6'-2" 53'-6" GRIDLINE (BL), SEE PLAN 18'-0" 29'-4" I I 6'-2" PROJECT 3 BL [—NORTH — SCALE: , SCALE: 1/8" - 1 -0..1 2 'r^M nr QI AM PERIMETER CURB PERIMETER FOUNDATION 12 SECTION SCALE: 3/4 - V-011 SECTION AT BUILDING PERIMETER GRIDLINE SEE PLAN Q OF COLUMN SEE PLAN & — Q OF COLUMN, PIER & FOOTING EA WAY MTL BLDG MFGRS & FOOTING EA WAY ANCHOR BOLT PLAN i U.O.N. ON PLAN. I J m i I I I STEEL COLUMN w/ BASE I� & ANCHOR BOLTS PER MTL BLDG MFG'R. I I I 2'-0" SQ. COLUMN PIER w/ 4-#4 VERTS. & #3 TIES I I 1211o.c. & AS SHOWN. NM 2'-0" x 3-0" COLUMN PIER I i PORTAL FRAME i ci o I M Z w coco I I I i FOOTING, SEE PLAN TOP OF (E) PAVING =111��,1� I,- 3" CLR., TYP. STEEL COLUMN w/ BASE E & ANCHOR BOLTS PER MTL BLDG MFG'R. CONC. SLAB ON GRADE SEE PLAN HAIRPIN REINFORCEMENT SEE PLAN & 7/-. T.O.S. z SUBGRADE b X. LEI 11=1 11=1 11=1 I I z ' -11 I -I I1=1 I1=1 I Ld LLI 1,;111111111 PERIMETER FOUNDATION SECTION AT BUILDING COLUMN HAIRPIN, SEE PLAN SECURE IN PLACE w/ TIE WIRE PRIOR TO PLACING CONCRETE. - 45° GRIDLINE SEE PLAN TF I II II II II II MTL. BLDG SIDING 2-#5 CONT. 0 OPENINGS (E) PAVING ------------------ ------------------ #5 CONT. 3" CLR, TYP. SCALE: 3/4 - 1'-0" 9 GRIDLINE SEE PLAN SEE PLAN & MTL BLDG MFGRS ANCHOR BOLT PLAN I I III II SIDING LDG (E) PAVING -------------- I I II I I II I II I' 3" CLR, TYP. CONT. FTG BEYOND SEE PLAN SEE PLAN & 9/-. „ _ , .. 8 SCALE: 3/4 - 1'-0" 0I01 L__ 4 BASE R & ANCHOR BOLTS S:) -5 PER MTL BLDG MFG'R. 2 V2" MIN. PROJECTION 1 1/2" MIN. PROJECTION 3" CLEAR, TYP. ANCHOR BOLT OPTION SECTION END & INTERSECTION ANGLE ANGLE TOP OF SLAB ASTM F1554 GRADE 36 NOTE: SEE LAYOUT PLAN BY MTL. BLDG MFG'R FOR DIA. & SPACING. FE WASHER 3/8"x 3" SQUARE E WASHER 3/8" x 3" SQUARE BOTTOM OF FOOTING S N.T.S. 6 2-#5 JAMB BARS SINGLE CURTAIN PLAN SECTIONS TYPICAL CONCRETE REINFORCEMENT PLAN SECTION AT WALL & FOOTING 1 1/2" MIN. COVERAGE TOP OF SLAB HAIRPIN, SEE PLAN SECURE IN PLACE w/ TIE WIRE PRIOR T( PLACING CONCRETE. ANCHOR BOLTS SEE LAYOUT PLAN BY MTL BLDG MFGT- FOR DIA & SPACING. CORNER 5 N.T.S. AAX 4d (2 1/2" MIN.) d -}- I I + j I L = �_� \_i 0 1 ° D 90 ° `r TYP. MIN. INSIDE BAR SIZE BEND 0 "D" #3 -#8 4d #9 - #11 8d #14 & #18 10d STANDARD BAR HOOKS AND BENDS d� +j T `x -0 by P� TYP. REBAR LAP LENGTH BAR 2500 40 60 SIZE — r -,Ln I 21 32 #3 16 24 28 42 #4 Ln 0000 W 21 32 Building Company 51 #5 Vj 39 `M , BLDG DEPT. REVIEW 62 #6 U 47 .0 90 #7 cn 69 Z=M 102 #8 E 78 N 77 115 #9 59 89 85 128 #10 69 98 o 94 141 # 11 72 108 E— CONC. f'C IN psi �— BAR GRADE �- TOP BARS, TYR (IN.) —OTHER BARS, NP. (IN.) NOTES: 1. INCREASE LAP LENGTHS 3396 FOR LIGHT WEIGHT CONCRETE, AND AT FOUR BAR BUNDLES (WHERE 2 BARS LAP WITH 2 OTHER BARS). 2. TOP BARS - HORIZONTAL BARS PLACED WITH MORE THAN 121- OF 2" OF FRESH CONC. CAST IN THE MEMBER BELOW THE BARS. 90 ° 135a MIN. INSIDE BAR SIZE BEND 0 "D" #3 - #5 4d SEE LAP SCHEDULE #6 - #8 6d 6 1� TYPICAL STIRRUPS & TIES 16ga MIN. TIE WIRE STANDARD REBAR HOOKS, BENDS & SPLICES DETAILS & SCHEDULE N.T.S. 3 6" MAX SEE PLAN WHERE OCCURS #3 DOWEL @ 24"oc. SLAB & CURB DETAIL z 1/4" WIDE TOOLED OR SAWCUT JOINT z g 15'-0"o.c. MAX EA DIRECTION. IE-- CJ, SEE PLAN w ��� " _�;II I�I;,� CONTROL JOINT DETAIL CENTER BELOW COLUMN FOUNDATION AT COLUMN HAIRPIN REINFORCEMENT HAIRPIN REINFORCEMENT CONCRETE SLAB ON GRADE 7 4 1 1 O N.T.S. TYPICAL SECTIONS N.T.S. SECTION N.T.S. SECTION N.T.S. 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Voluntary green building measures are also included in the application checklists and may be included in the design and construction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified in Section 101.7. 301.3 NONRESIDENTIAL ADDITIONS AND ALTERATIONS [BSC] The provisions of individual sections of Chapter 5 apply to newly constructed buildings, building additions of 1,000 square feet or greater, and/or building alterations with a permit valuation of $200,000 or above (for occupancies within the authority of California Building Standards Commission). Code sections relevant to additions and alterations shall only apply to the portions of the building being added or altered within the scope of the permitted work. A code section will be designated by a banner to indicate where the code section only applies to newly constructed building [N] or to additions and alterations [AA]. When the code section applies to both, no banner will be used. SECTION 302 MIXED OCCUPANCY BUILDINGS 302.1 MIXED OCCUPANCY BUILDINGS In mixed occupancy buildings, each portion of a building shall comply with the specific green building measures applicable to each specific occupancy. ABBREVIATION DEFINITIONS: HCD Department of Housing and Community Development BSC California Building Standards Commission DSA -SS Division of the State Architect, Structural Safety OSHPD Office of Statewide Health Planning and Development LR Low Rise HR High Rise AA Additions and Alterations N New CHAPTER 5 NONRESIDENTIAL MANDATORY MEASURES DIVISION 5.1 PLANNING AND DESIGN SECTION 5.101 GENERAL 5.101.1 Scope The provisions of this chapter outline planing, design and development methods that include environmentally responsible site selection, bulling design, building siting and development to protect, restore and enhance the environmental quality of the site and respect the integrity of adjacent properties. SECTION 5.102 DEFINITIONS 5.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) CUTOFF LUMINAIRES Luminaires whose fight distribution is such that the candela per 1000 lamp hmnens does not numerically exceed 25 (2.5 percent) at an angle of 90 degrees above nadir, and 100 (10 percent) at a vertical angle of 80 degrees above nadir. This applies to all lateral angles around the kminaire. LOW -EMITTING AND FUEL EFFICIENT VEHICLES Eligible vehicles are limited to the following 1. Zero emission vehicle VEA including neighborhood electric vehicles (NEV), partial zero emission vehicle (PZEV), advanced technology PZEV (AT ZEV) or CNG fueled (original equipment manufacturer only) regulated under Health and Safety Code section 43800 and CCR, Title 13, Sections 1961 and 1962 2. F ugh -efficiency vehicles, regulated by U.S. EPA, bearing High -Occupancy Vehicle (HOV) car pool lane stickers issued by the Department of Motor Vehicles NEIGHBORHOOD ELECTRIC VEHICLE (NEV) A motor vehicle that meets the definition of 'low -speed vehicle" either in Section 385.5 of the Vehicle Code or in 49CFR57t500 (as it existed on July 1, 2000), and is certified to zero -emission vehicle standards TENANT -OCCUPANTS Building occupants who inhabit a building during its normal hours of operation as permanent occupants, such as employees, as distinguished from customers and other transient visitors. VANPOOL VEHICLE Eligible vehicles are lirrited to any motor vehicle, other than a motortruck or truck tractor, designed for carrying more than 10 but not more than 15 persons including the driver, which is maintained and used primarily for the nonprofit work-related transportation of adults for the purpose of ridesharing Note: Source. Vehicle Code, Division 1, Section 668 ZEV. Any vehicle certified to zero -emission standards SECTION 5.106 SITE DEVELOPMENT 5.106.1 STORM WATER POLLUTION PREVENTION Newly constructed projects and additions which disturb less than one acre of land shall prevent the pollution of storm water runoff from the construction activities through one or more of the following measures: 5.106.1.1 Local ordinance. Comply with a lawfully enacted storm water management and/or erosion control ordnance. 5.106.1.2 Best Management Practices (BMP) ® Prevent the loss of sol through wind or water erosion by implementing an effective combination of erosion and sediment control and good housekeeping BMP. 1. Sol loss BMP that should be considered for each project include, but are not limited to, the following a. Scheduling construction activity b.Preservation of natural features, vegetation and sal. c. Drainage swales or fried ditches to control stormwater flow. d Mulching or hydroseedng to stabilize disturbed sols. e. Erosion control to protect slopes. f. Protection of storm drain inlets (gravel bags or catch basin inserts). g Perimeter sediment control (perimeter silt fence, fiber rolls). h Sediment trap or sediment basn to retain sediment on site. i Stabilized construction exits. i Wind erosion control k Other sal loss BMP acceptable to the enforcing agency. 2. Good housekeeping BMP to manage construction equipment, materials and wastes that should be considered for implementation as appropriate for each project include, but are not limited to the following: a.Material handling and waste management. b.Buldng materials stockpile management. c. Management of washout areas (concrete, paints, stucco, etc). dControl of vehicle/equipment fuel"rig to contractor's staging area. e.Vehicle and equipment cleaning performed off site. f. Spill prevention and control. g Other housekeeping BMP acceptable to the enforcing agency. 5.106.4 BICYCLE PARKING For buildings within the authority of Calrforria Bolding Standards Commission as specified in Section 103, comply with Section 5.106.4.1 For buildings within the authority of the Division of the State Architect pursuant to Section 105, comply with Section 5.106.42 5.106.4.1 Bicycle parking. [BSC] Comply with Sections 5.106.4.1.1 and 5.106.4.1.2; or meet the applicable local ordinance, whichever is stricter. 5.106.4.1.1 Short-term bicycle parking [BSC] If the project or an addition or alteration is anticipated to generate visitor traffic, provide permanently anchored bicycle racks within 200 feet of the visitors' entrance, readily visible to passers-by, for 5% of new visitor motorized vehicle parking spaces being added, with a minimum of one two -bike capacity rack. Exception: Additions or alterations which add nine or less visitor vehicular parking spaces. 5.106.4.1.2 Long-term bicycle parking For new buildings with over 10 tenant -occupants or for additions or alterations that add 10 or more tenant vehicular parking spaces, provide secure bicycle parking for 5 percent of the tenant vehicle parking spaces being added, with a minimum of one space. Acceptable parking facilities shall be convenient from the street and shall meet one of the following: 1. Covered, lockable enclosures with permanently anchored racks for bicycles; 2. Lockable bicycle rooms with permanently anchored racks; or 3. Lockable, permanently anchored bicycle lockers. Note: Additional information on recommended bicycle accommodations may be obtained from Sacramento Area Bicycle Advocates. N/A 5.106.5.2 DESIGNATED PARKING In new projects or additions or alterations that add 10 or more vehicular parking spaces, p rovide designated parking for any combination of low -emitting, fuel-efficient and carpool/van pool vehicles as follows: ISPECTOR INSPECTOI SIGNOFF SIGNOFF TABLE 5.106.5.2 - PARKING TOTAL NUMBER OF PARKING SPACES NUMBER OF REQUIRED SPACES 0-9 0 10-25 1 25-50 3 51-75 6 76-100 8 101-150 11 151-200 16 201 AND OVER AT LEAST 8% OF TOTAL INSPECTOR SIGNOFF N/A 5.303.3 WATER CONSERVING PLUMBING FIXTURE5 AND FII 1 INUb BALANCE Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shag comply with the following To proportion flows within the distribution system, including sub -mains, branches and terminals, according to design 5.303.3.1 Water Closets quantities. The effective flush volume of all water closets shall not exceed 128 gallons per flush Tank -type water closets BUILDING COMMISSIONING shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank -Type toilets. A systematic quality assurance process that spans the entire design and construction process, including verifying and Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of documenting that building systems and components are planned, designed, installed, tested, operated and maintained two reduced flushes and one full flush to meet the owners project requirements. 5.303.3.2 Urinals TEST The effective flush volume of urinals shall not exceed 0.5 gallons per flush A procedure to determine quantitative performance of a system or equipment SECTION 5.4 7 WATER RESISTANCE AND MOISTURE MANAGEMENT 5.303.3.3 Showerheads 5.303.3.3.1 Single showerhead Provide a weather -resistant exterior wall and foundation envelope as required by California Building Code Section Showerheads shall have a maximum flow rate of not more than 2.0 gallons per minute at 80 psi 14032 (Weather Protection) and California Energy Code Section 150, (Mandatory Features and Devices), Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for manufacturer's installation instructions or local ordnance, whichever is more stringent. Showerheads. 5.303.3.3.2 Multiple showerheads serving one shower 5.407.2 MOISTURE CONTROL 5.106.5.2.1 - Parking stall marking p g Employ moisture control measures by the following methods. N/A When a shower is served by more than one showerhead, the combined flow rate of all the showerheads Paint, in the paint used for stall striping, the following characters such that the lower edge of the last word and/or other shower outlets controlled by a single valve shall not exceed 2.0 gallons per minute at 80 psi, or 5.407.2.1 Sprinklers aligns with the end of the stag striping and is visible beneath a parked vehicle: the shower shall be designed to allow only one shower outlet to be in operation at a time. Design and maintain landscape irrigation systems to prevent spray on structures. CLEAN AIR / VAN POOL / EV Note: A hand-held shower shall be considered a showerhead 5.407.2.2 Entries and openings Note: Vehicles bearing Clean Ar Vehicle stickers from expired HOV lane programs may be considered 5.303.4 WASTEWATER REDUCTION [N] Design exterior entries and/or openings subject to foot traffic or wind -driven rain to prevent water intrusion into eligible for designated parking spaces. Each buldng shall reduce by 20 percent wastewater by one of the following methods: buildings as follows: 1. [BSC, DSA -SS] The installation of water -conserving fixtures (water closets, urinals) meeting the criteria 5.106.8 LIGHT POLLUTION REDUCTION [N] established in sections 5.3032 or 5.303.3. 5.407.2.2.1 Exterior door protection Outdoor lighting systems shag be designed and installed to comply with the following 2. [BSC] Utilizing non -potable water systems [captured rainwater, graywater, and mumicoly treated wastewater Primary exterior entries shall be covered to prevent water intrusion by using nonabsorbent floor and wall I The minimum requirements in the California Energy Code for Lighting Zones 1-4 as (recycled water) complying with the current edition of the California Plumbing Code or other methods described finishes within at least 2 feet around and perpendicular to such openings plus at least one of the following defined in Chapter 10 of the California Administrative Code; and in Section A5.304.8. 1. An installed awning at least 4 feet h depth 2. Backlight, Uplight and Glare (BUG) ratings as defined in IES TM -15-11; and 2. The door is protected by a roof overhang at least 4 feet in depth a Allowable BUG ratings not exceeding those shown in Table 5.106.8, or 5.303.6 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS 3. The door is recessed at least 4 feet. Comply with a local ordnance lawfully enacted pursuant to Section 101.7, whichever is more Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the 4. Other methods which provide equivalent protection stringent. applicable standards referenced in Table 1401.1 of the California Plumbing Code and in Chapter 6 of this code. 5.407.2.2.2 Flashing in Exceptions: [N] 1. Luminaires that qualify as exceptions in Section 147 of the California Energy Code. 2. Emergency lighting Note: [N] See also California Binding Code, Chapter 12, Section 1205.6 for college campus lighting requirements for parking facilities and walkways. 5.106.10 GRADING AND PAVING Construction plans shall indicate how site grading or a drainage system will manage all surface water flows to keep water from entering buildings Examples of methods to manage surface water include, but are not limited to, the following 1. Swales 2. Water collection and disposal systems. 3. French drains. 4. Water retention gardens. 5. Other water measures which keep surface water away from buildings and aid in groundwater recharge. Exception: Additions and alterations not altering the drainage path DIVISION 5.2 ENERGY EFFICIENCY SECTION 5.201 GENERAL 5.201.1 Scope For the purposes of mandatory energy efficiency standards in this code, the California Energy Corrunission will continue to adopt mandatory buldng standards DIVISION 5.3 WATER EFFICIENCY AND CONSERVATION SECTION 5.301 GENERAL 5.301.1 Scope The provisions of this chapter shall establish the means of conserving water use indoors, outdoors and in wastewater TABLE 5.303.2.2 - WATER USE BASELINES FIXTURE TYPE FLOW RATE2 DURATION DAILY USES OCCUPANTS2 SHOWER HEADS 2.0 GPM @ 80 PSI 5 MIN. 1 X2a LAVATORY FAUCETS 0.5 GPM 0 60 PSI 25 MIN. 3 X (NON-RESIDENTIAL) an addition or alteration conforms to the local water efficient landscape ordnance or to the California Department 5.410.1 RECYCLING BY OCCUPANTS RECYCLED WATER Water Which, as a result of treatment of waste, is suitable for a direct beneficial use or a controlled use that would not KITCHEN FAUCETS 22 GPM @ 60 PSI 4 MIN. 1 X21) REPLACEMENT AERATORS 22 GPM @ 60 PSI collection of non -hazardous materials for recycling, including at a minimum) paper, corrugated cardboard, glass, plastics and metals or meet a lawfully enacted local recycling ordnance, if more restrictive - X WASH FOUNTAINS 22 [RIM SPACE X ON)/20 GPM@60 PSI] 5.410.1.1 Additions [A] ose, such as A meter installed subordinate to a site meter. Usually used to measure water intended for one purpose, METERING FAUCETS 025 GAUCYCLE 025 MIN. 3 X METERING FAUCETS FOR 25 [RIM SPACE 0020 025 MIN. Exception Additions within a tenant space resulting in less than a 30% increase in the tenant space floor X WASH FOUNTAINS GPM@60 PSI] area. WATER BUDGET Is the estimated total landscape irrigation water use which shall not exceed the maximum applied water allowance GRAVITY TANK WATER 128 GAUFLUSH 1 FLUSH 1 MALE; X CLOSET 5.304.3 IRRIGATION DESIGN 3 FEMALE SECTION 5.303 INDOOR WATER USE be installed for the described in Sections 503.1.1 FLUSHOMETER TANK WATER 128 GAL/FLUSH 1 FLUSH 1 MALE; X CLOSET et criteria, and meet manufacturer's recommendations. 3 FEMALE 5.303.1.1 Buildings in excess of 50,000 square feet Separate submeters shall be installed as follows: FLUSHOMETER VALVE WATER 128 GAUFLUSH 1 FLUSH 1 MALE,, X CLOSET 1 Controllers shall be weather- or sol moisture -based controllers that automatically adjust response to changes in plants needs as weather conditions change. 3 FEMALE than 100 gal/day (380 L/day), inCludirng, but not limited to, spaces used laundry or cleaners, restaurant or food service, medical or dental office, laboratory, or beauty salon or barber shop. ELECTROMECHANICAL 128 GAL/FLUSH 1 FLUSH 1 MALEI X HYDRAULIC WATER CLOSET fall shall have a separate or wireless rain sensor which connects or communicates local raine wired nn with the controller(s). Sal moisture -based controllers are not required to have rain sensor input. 3 FEMALE following subsystems: a. Makeup water for cooling towers where flow through is greater than 500 gpm (30 Us).Note: URINALS 0.5 GAUFLUSH 1 FLUSH 2 MALE X Install flashings integrated with a drainage plane. SECTION 5.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 5.408.1 CONSTRUCTION WASTE MANAGEMENT Recycle and/or salvage for reuse a minimum of 50% of the non -hazardous construction and demolition waste in accordance with Section 5A08.1.1, 5.408.12 or 5.408.13; or meet a local construction and demolition waste management ordnance, whichever is more stringent. 5.408.1.1 Construction waste management plan Where a local jurisdiction does not have a construction and demolition waste management ordnance, submit a construction waste management plan that: I Identifies the construction and demolition waste materials to be diverted from disposal by efficient usage, recycling, reuse on the project or salvage for future use or sale. 2. Determines if construction and demolition waste materials well be sorted on-site (source -separated) or bulk mixed (single stream). 3. Identifies diversion facilities where construction and demolition waste material collected will be taken 4. Specifies that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume, but not by both 5.408.1.2 Waste Management Company Utilize a waste management company that can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with this section Note: The owner or contractor shall make the determination if the construction and demolition waste material will be diverted by a waste management company. Exceptions to Sections 5.408.1.1 and 5.408.1.2: 1. Excavated soil and land -clearing debris. 2. Altennate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist. 3. Demolition waste meetina local ordnance or calculated in consideration of load recycleing facilites conveyance. FIXTURE "WATER USE" = FLOW RATE X DURATION X OCCUPANTS X DAILY USES and markets SECTION 5.302 DEFINITIONS 1. THE DAILY USE NUMBER SHALL BE INCREASED TO THREE IF URINALS ARE NOT INSTALLED IN THE 5.408.1.3 Waste stream reduction alternative 5.302.1 Definitions ROOM. The combined weight of new construction disposal that does not exceed two pounds per square foot of building area The following terms are defined in Chapter 2 (and are included here for reference) 2. REFER TO TABLE A, CHAPTER 4, CALIF. PLUMBING CODE, FOR OCCUPANT LOAD FACTORS. may be deemed to meet the 50% minimum requirement as approved by the enforcing agency. GRAYWATER a. SHOWER USE BY OCCUPANTS DEPENDS ON THE TYPE OF USE OF A BUILDING OR PORTION OF A BUILDING, E.G. TOTAL OCCUPANT LOAD FOR A HEALTH CLUB, BUT ONLY A FRACTION OF THE Documentation Documentation Pursuant to Health and Safety Code Section 17922.12, "graywater" means untreated wastewater that has not been Documentatbrn shall be provided to the enforcing agency which demonstrates compliance with Sections 5.408.1.1, OCCUPANTS IN AN OFFICE BUILDING AS DETERMINED BY THE ANTICIPATED NUMBER OF USERS L1 contaminated by any toilet discharge, has not been affected by infectious, contaminated, or unhealthy bodily wastes, andthrough 5.408.1.3. The waste management plan shall be updated as necessary and shall be accessible during does not present a threat from contamination by unhealthful processing, manufacturing, or operating wastes. b. NONRESIDENTIAL KITCHEN FAUCET USE IS DETERMINED BY THE OCCUPANT LOAD OF THE AREA construction for examination by the enforcing agency. "Graywater" incluxdes, but is not limited to wastewater from bathtubs, showers, bathroom washbasins, clothes washing SERVED BY THE FIXTURE. machines and laundry tubs, but does not include waste water from kitchen sinks or dishwashers. Notes: a USE WORKSHEET WS -1 TO CALCULATE BASELINE WATER USE. 1. Sample forms found in "A Guide to the California Green Building Standards Code (NonresidentialY' MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO) located at www.bscca.gov/Home/CALGreenaspx may be used to assist in documenting compliance with the waste management plan. The Califomia ordnance regulating landscape design, Installation and maintenance practices that will ensure cXmmercal, multifamily and other developer installed landscapes greater than 2500 square feet meet an irrigation water budget developed based on landscaped area and climatological parameters. MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO) [HCD] The California model ordnance 9California Code of Regulations, Title 23, Division 2, Chapter 2.7), regulating landscape design, installation and maintenance practices. Local agencies are required to adopt the updated MWELO, or adopt a local ordnance at least as effective as the MWELO. POTABLE WATER Water that is linkable and meets the U.S. Environmental Protection Agency (EPA) Drinking Water Standards. See definition in the California Plumbing Code, Part 5. TABLE 5.303.2.3 - FIXTURE FLOW RATES FIXTURE TYPE MAX. FLOW RATE @ 20% REDUCTION KITCHEN FAUCETS 1.8 GPM 0 60 PSI WASH FOUNTAINS 1.8 [RIM SPACE (IN.)/20 GPM 0 60 PSI] METERING FAUCETS 020 GALLONS/CYCLE METERING FAUCETS FOR WASH FOUNTAINS 20 [RIM SPACE 0020 GPM @ 60 PSI] 2. Moved construction and demolition debris processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle). 5.408.3 EXCAVATED SOIL AND LAND CLEARING DEBRIS [BSC] 100 percent of trees, stumps, rocks and associated vegetation and soils resulting primarily from land clearing shall be reused or recycled. For a phased project, such material may be stockpiled on site until the storage site is developed. Exception: Reuse, either on or off-site, of vegetation or sol contaminated by disease or pest infestation Notes: 1. If contamination by disease or pest infestation is suspected, contact the County Agricultural Commissioner and follow its direction for recycling or disposal of the material POTABLE WATER [HCD] Water that is satisfactory for drinking, culinary, and domestic puroses, and meets the U.S. SECTION 5.304 OUTDOOR WATER USE 2. For a map of know pest and/or disease quarantine zones, consult with the California Department of Food and Agriculture. (www.cdfa-ca.gov) Environmental Protection Agency (EPA) Drinking Water Standards and the requirements of the Health Authority Having 5.304.1 WATER BUDGET Jtrisd�ction A water budget shall be developed for landscape irrigation use that installed in conjunction with a new building or SECTION 5.410 BUILDING MAINTENANCE AND OPERATIONS an addition or alteration conforms to the local water efficient landscape ordnance or to the California Department 5.410.1 RECYCLING BY OCCUPANTS RECYCLED WATER Water Which, as a result of treatment of waste, is suitable for a direct beneficial use or a controlled use that would not of Water Resources Water Efficient Landscape Ordinance where no local ordnance is applicable. Provide readily accessible areas that serve the entre but and are identified for the depositing, storage and otherwise occur [Water Code Section 13050 (n)] Simply put, recycled water is water treated to remove waste matter Note: measures to assist in compliance with the water budget are fisted in Sections 4925 collection of non -hazardous materials for recycling, including at a minimum) paper, corrugated cardboard, glass, plastics and metals or meet a lawfully enacted local recycling ordnance, if more restrictive - attaining a quality that is suitable to use the water again through 492.8, 492.10 and 492.11 of the ordinance, which may be found at: througPrescrh 49 SUBMETER www.water.ca.gov/wateruseeff y/docs/Water0rdSec492-cfm 5.410.1.1 Additions [A] ose, such as A meter installed subordinate to a site meter. Usually used to measure water intended for one purpose, OUTDOOR POTABLE WATER USE All additions conducted within a 12 -month period under single or multiple permits, resulting in an increase of 3096 or shall Ovide more in floor area, Pr recycling areas On site. landscape irrigation For the purposes of CALGreen, a dedicated meter may be considered a submeter. N/A For new water service or for addition or alteration requiring upgraded water service for landscaped areas of at least Exception Additions within a tenant space resulting in less than a 30% increase in the tenant space floor 1,000 square feet but not more than 5,000 square feet (the level at which Water Code §535 applies), separate area. WATER BUDGET Is the estimated total landscape irrigation water use which shall not exceed the maximum applied water allowance submeters or metering devices shall be installed for outdoor potable water use. calculated in accordance with the Department of Water Resources Model Efficient Landscape Ordnance (MWELO). 5.304.3 IRRIGATION DESIGN 5.410.1.2 Sample ordinance Space allocation for recycling areas shall comply with Chapter 18, Part 3, Division 30 of the Public Resources Code. SECTION 5.303 INDOOR WATER USE be installed for the described in Sections 503.1.1 s square feet of cumuthef landscaped nonresidential construction with at least stall but not more than and In area which the MWELO applies), install irrigation controllers and sensors which include the following area (the level Chapter 18 is known as the California Solid Waste Reuse and Recycling Access Act of 1991 (Act). Note: A sample ordnam)e for use by local agencies may be found n Appendix A of the document at the 5.303.1 METERS. Separate submeters or metering devices shall uses and 503.12. et criteria, and meet manufacturer's recommendations. CalRecycle s web site. 5.303.1.1 Buildings in excess of 50,000 square feet Separate submeters shall be installed as follows: N/A 5.304.3.1 Irrigation controllers Automatic irrigation system controllers installed at the time of final inspection shall comply with the following irrigation in 5.410.2 COMMISSIONING [N] For new holdings 10,000 square feet and over, building commissioning shall be included in the design and construction 1. For each individual leased, rented or other tenant space within the buldrng projected to consume more for 1 Controllers shall be weather- or sol moisture -based controllers that automatically adjust response to changes in plants needs as weather conditions change. processes of the building project to verify that the building systems and components meet the owner's or owner representative's project requirements. Camrrissioning shah be perforrrned in accordance with this section by trained than 100 gal/day (380 L/day), inCludirng, but not limited to, spaces used laundry or cleaners, restaurant or food service, medical or dental office, laboratory, or beauty salon or barber shop. 2. Weather -based controllers without integral communication al rain sensors or comnication systems that account for personnwith experience on projects of comparable size and complexity. Comrmissioning requirements shall include: 2. Where separate submeters for individual buldrng tenants are unfeasible, for water supplied to the fall shall have a separate or wireless rain sensor which connects or communicates local raine wired nn with the controller(s). Sal moisture -based controllers are not required to have rain sensor input. 1. Owner's or Owner rel project requirements representative's m following subsystems: a. Makeup water for cooling towers where flow through is greater than 500 gpm (30 Us).Note: More information regarding irrigation controller function and specifications is available from the 2. Basis of design 2. Commissioning measures shown in the construction documents. b. Makeup water for evaporative coolers greater than 6 gpm (0.04 L/s). c. Steam and hot water bailers with energy input more than 500,000 Btu/h (147 kW). Irrigation Association 4. Commissioning plan. 5. Functional performance testing DIVISION 5.4 MATERIAL CONSERVATION 6. Documentation and training. 5.303.1.2 Excess consumption A separate submeter or metering device shall be provided for any tenant within a new building or within an addition AND RESOURCE EFFICIENCY 7. Commissioning report. Exceptions: that is projected to consume more than 1,000 gat/day. 1. Dry storage warehouses of any size. 2. Areas Wunder 10,000 square feet used for offices or other condt�oned accessory spaces within dry 5.303.2 WATER REDUCTION. Plumbing fixtures shall meet the maxnnum flow rate values shown h Table 5.3032.3 SECTION 5.401 GENERAL 5.401.1 SCOPE storage warehouses. a Tenant improvements under 10,000 square feet as described in Section 303.1.1 The provisions of this chapter shall outline means of achieving material conservation and resource efficiency through 4. Commissioning requirements for energy systems covered by the 2013 California Energy Code. Exception: Building that demonstrate 20% overall water use reduction In this case, a calculation demonstrating a protection of buildings from exterior moisture, construction waste diversion, employment of techniques to reduce 20% reduction in the buldng 'Water use baseline," as established in Table 5.3032.2, shall be provided. pollution through recycling of materials, and building commissioning or testing and adjusting. All b ildng systems and components covered by Title 24, Part 6, as well as process equipment and controls, and renewable energy systems shall be included in the scope of the commissioning requirements 5.303.2.1 Areas of addition or alteration For those occupancies within the authority Of the California Building Standards Commission as specified in Section SECTION 5.402 DEFINITIONS 5.402.1 DEFINITIONS 5.410.2.1 Owner's or Owner Representative's Project Requirements (OPR) [N] The expectations and requirements of the building appropriate to its phase shall be documented before the design 103, the provisions of Section 5.3032 and Section 5.303.3 shall apply to new fixtures in additions or areas of The following terms are defined in Chapter 2 (and are included here for reference) phase of the project begins This documentation shall include the following alteration to the building. 1 E mental and sustainabikty Is ADJUST2.nviron � To regulate fluid flow rate and air patterns patterns at the terminal equipment, such as to redfan speed or adjust a a Energy efficiency goals [refer to 2013 California Energy Cale, Section 120.8(b)l 3. Indoor ernvirOrinnental quality requirements. 4. Project program, including facility functions and hours of operation, and need for after hours operation 5. Equipment and systems expectations 6. Building occupant and operation and maintenance (O&M) personnel expectations. onCnimin non imn"r Kinnic nr Q1 cru 1nGec nGcir_tic APPAMrr=MFNTS OR PI ANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF MANNING ENGINEERING. COPYRIGHT © 2016 MANNING ENGINEERING ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE THE SOLE PROPERTY OF MANNING LN131rvttK1NG. i HtY wtrct UMr-A i tui, CV VLV tv r,rvv v� V �Lvrw ... ., . „ .� .......... , • • ••_ _• __..._ INSPECTOR SIGNOFF 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE - NONRESIDENTIAL MANDATORY MEASURES 5.410.2.2 Basis of Design (BOD) [A] A written explanation of how the design of the building systems meets the OPR shall be completed at the design phase of the building project. The Basis of Design document shall cover the following systems: 1. Heating, ventilation, air conditioning (HVAC) systems and controls [refer to 2013 California Energy Code, Section 120.8(c)1 2. Indoor lighting system and controls [refer to 2013 California Energy Code, Section 120.8(c)1 a Water heating system [refer to 2013 California Energy Code, Section 120.8(c)1 4. Renewable energy systems. 5. Landscape irrigation systems. 6. Water reuse systems. 5.410.2.3 Commissioning plan [N] Prior to permit issuance a corn missionirng plan shall be completed to document how the project will be corrrnissioned The commissioning plan shag include the following 1. General project information 2. Commissioning goals. a Systems to be commissioned Plans to test systems and components shag include: a. An explanation of the original design intent. b. Equipmernt and systems to be tested, including the extent of tests. c. Functions to be tested. d Conditions under which the test shall be performed. e. Measurable criteria for acceptable performance. 4. Commissioning team information. 5. Commissioning process activities, schedules and responsbi�ties. Plans for the completion of commissioning shall be included. 5.410.2.4 Functional performance testing [A] Functional performance tests shall demonstrate the correct installation and operation of each component, system and system -to -system interface in accordance With the approved plans and specifications. Functional performance testing reports shall contain information addressing each of the buking components tested, the testing methods utilized, and include any readings and adjustments made. 5.410.2.5 Documentation and training [N] A Systems Manual and Systems Operations Training are required, including Occupational Safety and Health Act (OSHA) requirements in California Code of Regulations (CCR), Title 8, Section 5142, and other related regulations. 5.410.2.5.1 Systems manual [N] Documentation of the operational aspects of the building shall be completed Within the systems manual and delivered to the bolding owner or representative. The systems manual shag include the following I Site inforrmation, ircluddng facility description, history and current requirements. 2. Site contact information 3. Basic operations and maintenance, including general site operating procedures, basic troubleshooting, recommended maintenance requirements, site events log. 4. Major systems. 5. Site equipment inventory and maintenance notes. 6. A copy of verifications required by the enforcing agency or this code. 7. Other resources and documentation, if applicable. 5.410.2.5.2 Systems operations training [N] A program for training of the appropriate maiitenance staff for each equipment type and/or system shall be developed and documented in the commissioning report and shag iiclude the following I System/equipment overview (what it is, what it does and with what other systems and/or equipmient it interfaces). 2. Review and demonstration of servicng/preventive maintenance. a Review of the information in the Systems Manual 4. Review of the record drawings on the system/equipment. 5.410.2.6 Commissioning report A report of commissioning process activities undertaken through the design, construction phases of the bulling project shall be completed and provided to the owner or representative. Note: Guidance on iriplementatiorn and enforcement of comimissioning requirements, including sample compliance forms and templates, may be found in Appendix A6, Division A6.1, of this code. 5.410.4 TESTING AND ADJUSTING Testing and adjusting of systems shall be required for buildings less than 10,000 square feet or new systems to serve an addition or alteration subject to Section 303.1. 5.410.4.2 Systems Develop a written plan of procedures for testing and adjusting systems Systems to be included for testing and adjusting shag include at a minimum, as applicable to the project: I MVAC systems and controls 2. Indoor and outdoor lighting and controls 3. Water heating systems. 4. Renewable energy systems 5. Landscape irrigation systems 6. Water reuse systems. 5.410.4.3 Procedures Perform testing and adjusting procedures in accordance With manufacturer's specifications and applicable standards on each system 5.410.4.3.1 HVAC balancing In addition to testing and adjusting, before a new space -conditioning system serving a building or space is operated for norrial use, the system shall be balanced in accordance with the procedures defined by the Testing Adjusting and Balancing Bureau National Standards; the National Envi'ormentaf Balancing Bureau Procedural Standards; Associated Air Balance Council National Standards or as approved by the enforcing agency. 5.410.4.4 Reporting After completion of testing, adjusting and balancing, provide a final report of testing signed by the individual responsible for performing these services. 5.410.4.5 Operation and maintenance (O & M) manual Provide the building owner or representative With detailed operating and maintenance instructions and copies of guaranties/warranties for each system 0 & M instructions shall be consistent With OSHA requirements in CCR, Title 8, Section 5142, and other related regulations. 5.410.4.5.1 Inspections and reports Include a copy of all inspection verifications and reports required by the enforcing agency. DIVISION 5.5 ENVIRONMENTAL QUALITY SECTION 5.501 GENERAL 5.501.1 SCOPE The provisions of this chapter shag outline means of reducing the quantity of air contaminants that are odorous, irritating, and/or harmful to the comfort and well-being of a building's installers, occupants and neighbors. SECTION 5.502 DEFINITIONS 5.502.1 DEFINITIONS The following terms are defined ii Chapter 2 (and are included here for reference) COMMUNITY NOISE EQUIVALENT LEVEL (CNEL) A metric similar to the day -night average sound level (Ldn), except that a 5 decibel adjustment is added to the equivalent continuous sound exposure level for evening hours ppm to 10pm) in addition to the 10 dB nighttime adjustment used in the Ldn COMPOSITE WOOD PRODUCTS Composite wood products include hardwood plywood, particleboard and medium density fiberboard "Composite wood products" does not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, ti mlow, prefabricated wood I -joists or finger -jointed lumber, all as specified in California Code of Regulations (CCR), Title 17, Section 93120.Xa). Note: See CCR, Title 17, Sectiam 93120.1 MERV Filter minimum efficiency reporting value, based on ASHRAE 522-1999. REACTIVE ORGANIC COMPOUND (ROC) Any compound that has the potential, once emitted, to Contribute to ozone formation in the troposphere. VOC A volatile organic compound broadly defiled as a chemical compound based on carbon chains or rings with vapor pressures greater than 0.1 millirieters of mercury at room temperature. These compounds typically contain hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a). Note: Where specific regulations are cited from different agencies such as SCAQMD, ARB, etc, the VOC definition included in that specific regulation is the one that prevails for the specific measure n question SECTION 5.504 POLLUTANT CONTROL 5.504.1.3 Temporary ventilation The permanent HVAC system shall only be used during construction if necessary to condition the building or areas of addition or alteration within the required temperature range for material and equipment installation If the HVAC system is used during construction, use return air filters with a Minimum Efficiency Reporting Value (MERV) of 8, based on ASHRAE 522-1999, or an average efficiency of 30% based on ASHRAE 52.1-1992 Replace all filters immediately prior to occupancy, or, if the building is occupied dying alteration, at the conclusion of Construction INSPECTO SIGNOFF 0 I_. INSPECTOI SIGNOFF 5.504.3 Covering of duct openings and protection of mechanical equipment during construction At the tine of rough installation, or dying storage on the construction site and until feel startup of the heating, cooling and ventilating equipment, all duct and other related air distribution component openings shall be covered With tape, plastic, sheet metal or other methods acceptable to the enforcing agency to reduce the amiournt of dust, water and debris which may collect in the system 5.504.4 Finish material pollutant control Finish materials shall comply With Sections 5.504.4.1 through 5.504.4.4. 5.504.4.1 Adhesives, sealants and caulks Adhesives, sealants, and caulks used on the project shall meet the requirements of the following standards: 1. Adhesives, adhesive bonding primers adhesive primers, sealants, sealant primers and caulks shag comply With local or regional air pollution control or air quality management district rules where applicable, or SCAQMD Rule 1168 VOC limits, as shown in Tables 5.504.4.1 and 5.504.42. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichlo(ide, methylene chloride, perchbroethylene and trichloroethylene), except for aerosol products as specified in subsection 2, below. 2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds fin units of product, less packaging, Which do not weigh more than one pound and do not consist of more than 16 fllid ounces) shag comply With statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with Section 94507. TABLE 5.504.4.1 - ADHESIVE VOC LIMIT,2 Less Water and Less Exempt Compounds in Grams per Liter ARCHITECTURAL APPLICATIONS CURRENT VOC LIMIT INDOOR CARPET ADHESIVES 50 CARPET PAD ADHESIVES 50 OUTDOOR CARPET ADHESIVES 150 WOOD FLOORING ADHESIVES 100 RUBBER FLOOR ADHESIVES 60 SUBFLOOR ADHESIVES 50 CERAMIC TILE ADHESIVES 65 VCT & ASPHALT TILE ADHESIVES 50 DRYWALL & PANEL ADHESIVES 50 COVE BASE ADHESIVES 50 MULTIPURPOSE CONSTRUCTION ADHESIVES 70 STRUCTURAL GLAZING ADHESIVES 100 SINGLE -PLY ROOF MEMBRANE ADHESIVES 250 OTHER ADHESIVES NOT SPECIFICALLY LISTED 50 SPECIALTY APPLICATIONS 350 PVC WELDING 510 CPUC WELDING 490 ABS WELDING 325 PLASTIC CEMENT WELDING 250 ADHESIVE PRIMER FOR PLASTIC 550 CONTACT ADHESIVE 80 SPECIAL PURPOSE CONTACT ADHESIVE 250 STRUCTURAL WOOD MEMBER ADHESIVE 140 TOP & TRIM ADHESIVE 250 SUBSTRATE SPECIFIC APPLICATIONS 250 METAL TO METAL 30 PLASTIC FOAMS 50 POROUS MATERIAL (EXCEPT WOOD) 50 WOOD 30 FIBERGLASS 80 i i 1 IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED. 2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168, www.arb.ca.gov/DRDB/SC/CURHTMUR1168.PDF TABLE 5.504.4.2 - SEALANT VOC LIMIT Less Water and Less Exempt Compounds in Grams per Liter SEALANTS CURRENT VOC LIMIT ARCHITECTURAL 250 MARINE DECK 760 NONMEMBRANE ROOF 300 ROADWAY 250 SINGLE -PLY ROOF MEMBRANE 450 OTHER 420 SEALANT PRIMERS 50 ARCHITECTURAL 350 NONPOROUS 250 POROUS 775 MODIFIED BITUMINOUS 500 MARINE DECK 760 OTHER 750 NOTE: FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASUHE THE VOC CONTENT SPECIFIED IN THESE TABLES, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168. N/A TABLE 5.504.4.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS2,3 GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS COATING CATEGORY CURRENT VOC LIMIT FLAT COATINGS 50 NONFLAT COATINGS 100 NONFLAT HIGH GLOSS COATINGS 150 SPECIALTY COATINGS 0.11 ALUMINUM ROOF COATINGS 400 BASEMENT SPECIALTY COATINGS 400 BITUMINOUS ROOF COATINGS 50 BITUMINOUS ROOF PRIMERS 350 BOND BREAKERS 350 CONCRETE CURING COMPOUNDS 350 CONCRETE/MASONRY SEALERS 100 DRIVEWAY SEALERS 50 DRY FOG COATINGS 150 FAUX FINISHING COATINGS 350 FIRE RESISTIVE COATINGS 350 FLOOR COATINGS 100 FORM -RELEASE COMPOUNDS 250 GRAPHIC ARTS COATINGS (SIGN PAINTS) 500 HIGH-TEMPERATURE COATINGS 420 INDUSTRIAL MAINTENANCE COATINGS 250 LOW SOLIDS COATINGS, 120 MAGNESITE CEMENT COATINGS 450 MASTIC TEXTURE COATINGS 100 METALLIC PIGMENTED COATINGS 500 MULTICOLOR COATINGS 250 PRETREATMENT WASH PRIMERS 420 PRIMERS, SEALERS, & UNDERCOATERS 100 REACTIVE PENETRATING SEALERS 350 RECYCLED COATINGS 250 ROOF COATINGS 50 RUST PREVENTATIVE COATINGS 250 SHELLACS: CLEAR OPAQUE 730 `r SPECIALTY PRIMERS, SEALERS & UNDERCOATERS 100 STAINS 250 STONE CONSOLIDANTS 450 SWIMMING POOL COATINGS 340 TRAFFIC MARKING COATINGS 100 TUB & TILE REFINISH COATINGS 420 WATERPROOFING MEMBRANES 250 WOOD COATINGS 275 WOOD PRESERVATIVES 350 ZINC -RICH PRIMERS 340 I GRAMS OF VOC PER LITER OF COATINGS INCLUDING WATER & EXEMPT COMPOUNDS 2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE. 3 VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 12008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD. 5.504.4.3.2 Verification Verificatloin of cornprrance With this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following 1. Manufacturer's product specification 2. Field verification of on-site product containers 5.504.4.4 Carpet Systems All carpet installed in the bukVg interior shag meet at least one of the testing and product requirements: 1. Carpet and Rug Institute's Green Label Plus Program 2. Compliant With the VOC-emission limits and testing requirements specified in the California Department of Public Health Standard Method for the Testing and Evaluation of Volatile Organic Chemical Ernissbns from Indoor Sources Using En irommerital Chambers, Version 11, February 2010 (also known as CDPH Standard Method V1.1 or Specification 01350). 3. NSF/ANSI 140 at the Gold level or higher; 4. Scientific Certifications Systems Sustainable Choice; or 5. Compliant With the California Collaborative for High Performance Schools (CA-CHPS) Criteria Interpretation for EQ 22 dated July 2012 and listed in the CHPS High Performance Product Database. 5.504.4.4.1 Carpet cushion Al carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute Green Label program 5.504.4.4.2 Carpet adhesive All carpet adhesive shall meet the requirements of Table 5.504.4.1. 5.504.4.5 Composite wood products Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for ormaldehyde as specified in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq). Those materials not exempted under the ATCM must meet the specified emission limits, as shown in Table 5.504.4.5. 5.504.4.5.3 Documentation Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall i YA de at least one of the following SIGNOFF 5.504.5.3 Filters In mechanically ventilated buildings, provide regularly occupied areas of the building with air filtration media for outside and return air that provides at least a Minimum Efficiency Reporting Value (MERV) of 8. MERV 8 filters shall be installed prior to occupancy, and recommendations for maintenance With filters of the same value shall be included in the operation and maintenance manual. Exceptions: 1. An ASHRAE 10% to 15% efficiency filter shall be permitted for an HVAC unit meeting the 2013 California Energy Code having 60,000 Btu/h or less capacity per fan cal, if the energy use of the air delivery system is 0.4 W/cfm or less at design air flow. 2. Existing mechanical equipment. 5.504.7 ENVIRONMENTAL TOBACCO SMOKE (ETS) CONTROL Where outdoor areas are provided for smoking, prohibit smoking Within 25 feet of building entries, outdoor air intakes and operable windows and within the building as already prohibited by other laws or regulations, or as enforced by ordinances, regulations or policies of any city, county, city and county, California Community College, campus of the California State University, or campus of the University of California, whichever are more stringent. When ordinances, regulations or policies are not in place, post signage to inform building occupants of the prohibitions. TABLE 5.504.4.5 - FORMALDEHYDE LIMITS, MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION PRODUCT CURRENT LIMIT HARDWOOD PLYWOOD VENEER CORE 0.05 HARDWOOD PLYWOOD COMPOSITE CORE 0.05 PARTICLE BOARD 0.09 MEDIUM DENSITY FIBERBOARD 0.11 THIN MEDIUM DENSITY FIBERBOARD2 0.13 t VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333 FOR ADDITIONAL INFORMATION, SEE CALIFORNIA CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12. 2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16 INCHES (8 MM). SECTION 5.505 INDOOR MOISTURE CONTROL 5.505.1 INDOOR MOISTURE CONTROL Buildings shall meet or exceed the provisions of California Building Code, CCR, Title 24, Part 2, Sections 1203 (Ventilation) and Chapter 14 (Exterior Walls). For additional measures not applicable to low-rise residential occupancies, see Section 5.4072 of this code. SECTION 5.506 INDOOR AIR QUALITY 5.506.1 OUTSIDE AIR DELIVERY For mechanically or naturally ventilated spaces in buildings, meet the minimum requirements of Section 121 (Requirements For Ventilation) of the 2010 California Energy Code, or the applicable local code, whichever is more stringent, and Division 1, Chapter 4 of CCR, Title 8. 5.506.2 CARBON DIOXIDE (CO2) MONITORING For buildings or additions equipped With demand control ventilation, CO2 sensors and ventilation controls shall be specified and installed in accordance With the requirements of the 2013 California Energy Code, Section 120(cX4). SECTION 5.507 ENVIRONMENTAL COMFORT 5.507.4 ACOUSTICAL CONTROL Employ building assemblies and components With Sound Transmission Class (STC) values determined in accordance With ASTM E 90 and ASTM E 413, or Outdoor -Indoor Sound Transmission Class (OITC) determined in accordance with ASTM E 1332, using either the prescriptive or performance method in Section 5.507.4.1 or 5.507.4.2. Exception: Buildings With few or no occupants or where occupants are not likely to be affected by exterior noise, as determined by the enforcement authority, such as factories, stadiums, storage, enclosed parking structures and utility buildings 5.507.4.1 Exterior noise transmission, prescriptive method Wall and roof -ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall meet a composite STC rating of at least 50 or a composite OITC rating of no less than 40, With exterior windows of a minimum STC of 40 or OITC of 30 in the following locations: 1 Within the 65 CNEL noise contour of an airport. Exceptions: 1. Lw or CNEL for military airports shalt be determined by the facility Air Installation Compatible Land Use Zone (AICUZ) plan. 2. Lo, or CNEL for other airports and heliports for Which a land use plan has not been developed shall be determined by the local general plan noise element. 2. Witten the 65 CNEL or La, noise contour of a freeway or expressway, railroad, industrial source or fixed -guideway source as determined by the Noise Element of the General Plan 5.507.4.2 Performance Method For buildings located as defined in Section 5.507.4.1 or 5.507.4.1.1, wall and roof -ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall be constructed to provide an interior noise environment attributable to exterior sources that does not exceed an hourly equivalent noise level (Leq-1Hr) of 50 dBA in occupied areas dying any hour of operation 5.507.4.2.1 Site Features Exterior features such as sound walls or earth berms may be utilized as appropriate to the building, addition or alteration project to miitigate sound migration to the interior. 5.507.4.2.2 Documentation of Compliance An acoustical analysis documenting complying interior sound levels shag be prepared by personnel approved by the architect or erig leer of record 5.507.4.3 Interior sound Wag and floor-ceing assembles separating tenant spaces and tenant spaces and public places shall have an STC of at least 40. Note: Examples of assemblies and their various STC ratings may be found at the California Office of Noise Control: www.toolbase.org/PDF/CaseStudies/stc_icc_ratiNs.pdf. INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS 702.1 INSTALLER TRAINING HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or certification program. Uncertified persons may perform HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems. Examples of acceptable HVAC training and certification programs include but are not limited to the following: 1. State certified apprenticeship programs. 2. Public utility training programs. 3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations. 4. Programs sponsored by manufacturing organizations. 5. Other programs acceptable to the enforcing agency. 702.2 SPECIAL INSPECTION [HCD] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be considered by the enforcing agency when evaluating the qualifications of a special inspector: 1. Certification by a national or regional green building program or standard publisher. 2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building performance contractors, and home energy auditors. 3. Successful completion of a third party apprentice training program in the appropriate trade. 4. Other programs acceptable to the enforcing agency. 5.504.4.3 Paints and coatings Notes: Architectural paints and coatings shag with VOC limits n Table 1 of the ARB Architectural Coatings 1. Product certifications and specifications. pa n9 Comply1. Special inspectors shall be independent entities with no financial interest in the materials or the project 2. Chan of custody certifications. Suggested Control Measure, as shown in Table 5.504.4.3, unless more stringent local limits apply. The VOC content � they are inspecting for compliance with this code. 3. Product labeled and invoiced as meet the site Wood Products regulation (see limit for Coatings that d0 riot meet the definitions for the Specialty Coatings Categories listed n Table 5.504.4.3 shall � Compo � 2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in be determined b classifying the coat as a Flat, Nonflat or Nonflat-H h Gloss coating,based on its loss, as CCR, Title 17 Section 93120, et seq.. y flying ung �9 9 California according to the Home Energy Rating System (HERS). defined in Subsections 421, 4.36 and 4.37 of the 2007 California Ai Resources Board Suggested Control Measure, 4. Exterior grade products marked as meeting the PS -1 or PS -2 standards of the Engineered and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in Table 5.504.4.3 shall apply. Wood Association, the Australian AS/NZS 2269 or European 636 3S standards. {BSC] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall 5. Other methods acceptable to the enforcing agency. 5.504.4.3.1 Aerosol Paints and coatings employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with Aerosol pants and coatings shall meet the PWMIR Lints for ROC in Section 94522(aX3) and other 5.504.4.6 Resilient flooring systems this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in For 80 percent of floor area receiving resTi ent flooring, installed resilient flooring shall meet at least one of the type of inspection or task to be performed. In addition, the special inspector shall have a certification from a recognized Sections 94522(cX2) and (dX2) of California Code of Regulations, Title 17, commencing With Section 94520; and following state, national or international association, as determined by the local agency. The area of certification shall be closely in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply With the 1. Certified under the ResTent Floor Covering Institute (RFCI) FloorScore program; related to the primary job function, as determined by the local agency. percent VOC by weight of product limits of Regulation 8 Rule 49. 2. Compliant With the VOC-emission limits and testing requirements specified in the California Department of Public Health's 2010 Standard Method for the Testing and Evaluation Chambers, Version Note: Special inspectors shall be independent entities with no financial interest in the materials or the project 11, February 2010; they are inspecting for compliance with this code. a Compliant With the California Collaborative for High Performance Schools (CA-CHPS) Criteria Interpretation for EQ 22 dated July 2012 and listed in the CHPS High Performance Product Database; 703 VERIFICATIONS or 703.1 DOCUMENTATION 4. Compliant with CDPH criteria as certified under the Greenguard Children's & Schools Program Documentation used to show compliance with this code shall include but is not limited to, construction documents, plans, 5.504.4.6.1 Verification of compliance specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency Documentation shall be provided verifying that resilient flooring materials meet the pollutant emission limits. which demonstrate substantial conformance. When specific documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate section or identified applicable checklist. AVIAIC r\C CI Ir`U IrMAQ ncQ1rnn1Q AQPAK1r,GnnFNTR r1R PI ANS RHAI I RF I IRM RY OR DISCLOSED TO ANY PERSON. FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF MANNING ENGINEERING. COPYRIGHT © 2016 MANNING ENGINEERING ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE THE SOLE PROPERTY OF MANNING tNU1NttK1NU. 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REVIEW 1 03-28-16 L- 02-03-16 Drawn By: TWM Checked By: 0 O Job No.: 15-6149 0 Z — M I- m Z_ 0� Q U C/)W C/) � Wo Z) Z W Q Z O J C) N � 0') � U O U U o � o O d' o o Q Q Date: 02-03-16 Drawn By: TWM Checked By: JH Job No.: 15-6149 e ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARL I Ht Just VKUVtrc 1 i yr mr�rvrvnvv •• -• -• -• - -- -- -- - - - ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE THE SOLE PROPERTY OF MANNING ENGINEERING. THEY WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THIS 5PECIFIG PKOJL(; I . NUNL OF SUUH IUtAs, ULNUNJ, AKKANIiLMLN I J UK YLANZ) CIMALL 0= UJCU VT VK UI0%,LU0r_U I v riN T rCRJUIV, rIRIVI VR I�URrIIR/11 MAN rl/R MIN I rvlArw VVI 1n1 �­­ VVI I I . Iv v, ". , �.. ., � . ... ........ , . .... ,... � ..., ......,... 32" CLR 48" CLEAR OPENINGS MUST BE BETWEEN THE DOOR IN ITS 90 DEGREE OPENING POSITION & THE FACE OF THE STOP. _ co SINGLE DOOR z = 48" 32" CLR HIGH FORWARD REACH LIMIT _QoX / �� CLEAR OPENINGS FOR TWO LEAF DOORS MUST BE BETWEEN EITHER DOOR IN ITS 90 DEGREE OPEN POSITON & THE EDGE OF THE OTHER DOUBLE DOOR DOOR } 32" CLR l Lol Z Z NOTES 8" 4g'• AN ADULT SIZE WHEELCHAIR 4" WIDE BLUE PAINTED AVERAGES 27 INCHES IN WIDTH. THE BORDER LINE WITH 4" 1. X SHALL BE GREATER THAN OR EQUAL TO 25 INCHES; Z SHALL BE GREATER THAN OR EQUAL TO X REQUIRED 32 INCH CLEAR OPENING ALLOWS 2" ON EACH SIDE FOR WIDE WHITE PAINTED LINE HATCHING, TYP 2. WHEN X IS LESS THAN 20 INCHES, THEN Y SHALL BE 48 INCHES. MAXIMUM. HANDS 3. WHEN X IS 20 TO 25 INCHES, THEN Y SHALL BE 44 INCHES MAXIMUM. © MAXIMUM FORWARD REACH OVER AN OBSTRUCTION 30'I 10" MAX.-?*�/ 24" 30" z_ 00 c' co v = 10" ACCESSIBLE DOOR CLEARANCES SPECIFIED PATH OF TRAVEL 3 TYPICAL N.T.S. REQUIRED STRIPING - PLAN VIEW N.T.S. MAX 30 ©CLEAR FLOOR SPACEHIGH AND LOW FE-1MAXIMUM SIDE REACH PARALLEL APPROACH D SIDE REACH LIMITS OVER AN OBSTRUCTION I ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. IF KEY -LOCKING HARDWARE IS PROVIDED, DOORS SHALL BE EQUIPPED WITH KEY -OPERATED LOCKING DEVICES ACCESSIBLE REQUIREMENTSFROM 1 NOTE• ALL DOOR IN ALCOVES SHALL COMPLY WITH THE EGRESS SIDE WITH THE LOCKING DEVICE READILY DISTINGUISHABLE AS LOCKED. IN ADDITION, A READILY VISIBLE DURABLE SIGN SHALL BE POSTED ON THE EGRESS SIDE ON OR ADJACENT TO THE DOOR STATING: THIS DOOR TO REACH RANGES N.T.S. PERMANENT SIGNAGE CLEARANCES FOR FRONT APPROACHES. IS ALIL O CUIPIED" IN011INCH WHITDEINLETTERS (LOCATE ON WALL ADJACENT TO DOOR LATCH ON A CONTRASTING BLACK BACKGROUND. AT ALL ROOMS) 2. OPERABLE PARTS SHALL BE OPERABLE / LETTERS AND NUMERALS SHALL BE RAISED 1/32", WITH ONE HAND AND SHALL NOT REQUIRE 3" UPPER CASE, SANS SERIF TYPE MEASURING BETWEEN DOORS IN SERIES A„ TIGHT GRASPING, PINCHING, OR TWISTING 30„ TO 4461 / 5/8" AND 2" HIGH. LEVER OR U OF THE WRIST. THE FORCE REQUIRED TO - —L - SHAPED ACTIVATE OPERABLE PARTS SHALL BE 5 ROOM / TITLE / 36" 11-611 LEVER DOOR q CLR. MIN. HANDLES 30" `r TO 44" AFF. HANDLE Q LBS. MAXIMUM. 3. THE LEVER OF LEVER ACTUATED LATCHES OR LOCKS SHALL BE CURVED WITH A RETURN TO WITHIN 1/2 INCH OF THE DOOR TO PREVENT CATCHING ON THE CLOTHING \ BRAILLE CHARACTERISTICS: OF PERSONS DURING EGRESS. � \ GRADE II DOTS =1/10" ON CENTER IN EACH CELL WITH 2/10" SPACE BETWEEN CELLS, 5'-0" 4. DOOR SURFACES WITHIN 10 INCHES OF THE \ RAISED V40". FINISH FLOOR SHALL HAVE A SMOOTH \ OBSTACLES: CLEAR LEVEL FLOOR10" 7:6 MIN. BOTTOM SURFACE ON THE PUSH SIDE THE FULL WIDTH OF THE DOOR. PARTS CREATING \ A PERSON MUST BE ABLE TO APPROACH \ WITHIN 3" OF SIGNAGE WITHOUT ENCOUNTERING SPACE MIN. EXTERIOR DOORS 1. 11 RAIL OR PROVIDE KICK PLATE HORIZONTAL OR VERTICAL JOINTS IN THESE \ PROTRUDING OBJECTS OR STANDING (SITTING) 0 b z SURFACES SHALL BE WITHIN V16 INCH OF \ WITHIN SWING OF DOOR. MIN. INTERIOR DOORS g THE SAME PLANE AND BE FREE OF SHARP 1_ FRONT APPROACH PULL SIDE MIN- RUBBER BUMPER ON gy ADDED KICK ABRASIVE DGES. CAVITIES CREATED CHAIR PLATES SHALL BE CAPPED. INTERNATIONAL SYMBOL OF ACCESSIBILITY PUSH SIDE 1'-0" THIS SYMBOL SHALL BE LOCATED AT: MIN. b z • ACCESSIBLE PARKING SPACES • ACCESSIBLE PASSENGER LOADING ZONES PROVIDE THIS ADDITIONAL DOOR REQUIREMENTS 2 • ACCESSIBLE ENTRANCES • ACCESSIBLE TOILET AND BATHING FACILITIES SPACE IF DOOR IS EQUIPPED W/ BOTH A LATCH AND 4' N MIN. CLOSER GENERAL DOOR N.T.S. PERMANENT DOOR SIGNAGE 6'-0" 1 1 MIN. TYPICAL N.T.S. CLEAR LEVEL 3-0" EACH GRADE LEVEL EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A TACTILE EXIT WITH THE WORD "EXIT." FLOOR SPACE MIN. bz Lo COMPRESSED (PER CBC 2013 1011.3 #1 & #4) EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE -LEVEL EXTERIOR EXIT BY HINGE SIDE APPROACH PULL SIDE CARPET 1/4" MAX FINISHED FLOOR LEVEL MEANS OF A STAIRWAY OR RAMP SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE FOLLOWING BELOW WORDS AS APPROPRIATE: PUSH SIDE THRESHOLD 1. "EXIT STAIRS DOWN" 2 -"EXIT RAMP DOWN" 002 9" 3. "EXIT STAIR UP" L 4. "EXIT RAMP UP' - EAEXIT DOOR THAT LEADS DIRECTLY TO A GRADE -LEVEL EXTERIOR EXIT BY MEANS OF AN EXIT 4'-6" THRESHOLD ENCLOSURE OR AN EXIT PASSAGEWAY SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS MIN. CARPET PAD "EXIT ROUTE." EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAY THAT IS REQUIRED TO HAVE A VISUAL EXIT SIGN, SHALL BY IDENTIFIED BY A TACTILE EXIT SIGN WITH THE b) =INTERNATIONAL SYMBOL OF ACCESSIBILITY (LSA ) WORDS "EXIT ROUTE" EACH EXIT DOOR THROUGH A HORIZONTAL EXIT SHALL BE IDENTIFIED BY A SIGN WITH 'TO — THE WORDS EXIT." —� 2 EMY CLEAR LEVEL b z FLOOR SPACE I 10 LATCH SIDE APPROACH PULL SIDE COLORS: BLUE BACKGROUND WHITE BORDER & N '- DOOR 1 %" CORRESPONDING IMAGE TYPE II BRAILLE PUSH SIDE 2'-0" 00 z MIN. 6 g THRESHOLD FEATHER CONC. AT EACHOR FLUSH CONDITION ToEM7, `� — OUTSIDE INSIDE EMT ROUTE 00 TACTILE EXIT SIGNAGEACCESSIBLE 1 O DOOR REQUIREMENTS 7 SYMBOL OF ACCESSIBILITY 4 ACCESSIBLE THRESHOLD 1 _ .., TYPICAL AT EXIT DOORS N.T.S. APPROACH REQUIREMENTS N.T.S. FIELD VERIFY INSTALLATION ON ( E ) MAIN ENTRANCE DOOR N.T.S. TYPICAL DOOR THRESHOLD SCALE: 1,. - 1 -0 ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE THE SOLE PROPERTY OF MANNING ENGINEERING. THEY WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THIS 5PECIFIG PKOJL(; I . NUNL OF SUUH IUtAs, ULNUNJ, AKKANIiLMLN I J UK YLANZ) CIMALL 0= UJCU VT VK UI0%,LU0r_U I v riN T rCRJUIV, rIRIVI VR I�URrIIR/11 MAN rl/R MIN I rvlArw VVI 1n1 �­­ VVI I I . Iv v, ". , �.. ., � . ... ........ , . .... ,... � ..., ......,... SOIL LOSS PREVENTION MEASURES CROSS-SECTION 1. NO SOIL DISTURBANCE SHALL OCCUR PRIOR TO OBTAINING A BUILDING . . I . FLOW OR GRADING PERMIT. THE OWNER/BUILDER SHALL BE RESPONSIBLE FOR I . pop THE IMPLEMENTATION OF STORMWATER AND EROSION CONTROL . . . I . . . . . I ... . . . OFF-SITEAREA FEATURES. CONTACT: . . I . . � . DISTURBED TO BE PROTECTED MODERN BUILDING COMPANY, INC. . I . . 1. I . (WORK) AREA � (%"djA,Ayo"k 3083 SOUTHGATE LANE .�/ / -m...Ar- , , , I ­ CHICO, CA 95927 " . I 90 'El I B I I I I E I 1_1 I 1-1 I 1-1 1, (530) 891-4533 1 I__I I I= I_—I I ,_ . _IV I , 15frL I,/ " ,I . I Iii- 'Ii * 2. EROSION CONTROL MEASURES SHALL BE IN PLACE DURING ./ NOTE: FILTER SOCK SIZED TO SUIT CONSTRUCTION AND WHENEVER RAIN IS FORECASTED FOR THE PROJECT ole�­ ! CONDITIONS (SEE APPROVED LIST) VICINITY. //� I I �, /101. / I', I I �, PLAN a CONSTRUCTION SHALL BE SCHEDULED AND EXECUTED IN A MANNER . .1 , :1 THAT LIMITS BOTH SOIL EROSION AND POTENTIAL STORM WATER � - .,�5'� 1 . . POLLUTION AS REQUIRED BY THE CALIFORNIA GREEN STANDARDS CODE, 1!1/ � , , ,/'.' I/ . I DISTURBED (WORK) AREA SECTION 5.106. . . ,/ L , I/ � .i 102 101 4. MEASURES NOTED SHALL BE IMPLEMENTED TO CONFORM WITH THE BEST X, "I' , I \ \ 11\ FLOW ",o/ / / 100 MANAGEMENT PRACTICES' (BMF"S) OUTLINED IN THE CALIFORNIA STORM � / . 1, \ \ 1,, ___ "- ,,/ / WATER QUALITY ASSOCIATION HANDBOOK, NOVEMBER 2009 EDITION. /- I / N__1 , — �,� /11F. IX � �d — .// 5 ANY SOIL TRACKED FROM THE SITE INTO THE PUBLIC STREET SHALL BE ____ 1-1 . , , :/ I . I N ____ --- — _� w CLEANED UP AT THE END OF EACH WORK DAY. / e_*1 / I 6. INACTIVE SOIL STOCKPILES SHALL BE COVERED. ACTIVE SOIL STOCKPILES �/ I � I . SHALL BE COVERED PRIOR TO ANY FORECAST RAIN EVENT. .,.,/ . ," . x 1. 10 7. EROSION CONTROL MEASURES SHALL BE MAINTAINED FOR THE DURATION I 10, � �, !�) OFF-SITE AREA TO BE PROTECTED OF CONSTRUCTION OR UNTIL ALL EXPOSED SOIL IS COVERED WITH I., // I . - I � .. /1 "� ,-/ I PAVING, VEGETATION OR OTHER FINISH SURFACING AS SHOWN ON THE / �1�1_ el . � PLANS. ,. I , . .�Irr 1 8. SEDIMENT CONTROL DEVICES SHALL BE INSPECTED BEFORE EACH STORM I/ .11; . . I . "//-1 .�_,_ t TO VERIFY THEY ARE IN PROPER ORDER. SWPPP MEASURES SHALL BE 11 I I INSPECTED AFTER EACH STORM, REMOVING COLLECTED SEDIMENT AND / ?" ,,.—. —,. �� .,. _­,�­_ . � �, � ", 1, OFF—SITE PROTECTION le, . . ,� / :711. . I I I I I . REPAIRING DEFICIENCIES. I I e. 'i 6 .., / .1. .1 . (FIELD VERIFY LOCATIONS) N.T.S. . . M BUILDING .s . 9. DURING LONG PERIODS OF RAIN AND HIGH INTENSITY RAINFALL, BMP . ,X� :j ._:�..t�_.Z%`�� 1--,'1-,111_, I . . I , . . . . . J'. I t . -e­'�­ - I I ,,- �* . '1�1^�1­11� ... MEASURES MAY BECOME CLOGGED. EXTREME CARE SHOULD BE TAKEN ,xl/ 0 .1 I .. � . , " , i , -1 -.1 -1.- , .e.-11,��' I , �__ TO CLEAN BMP MEASURES TO REDUCE FUGITIVE DISCHARGE AND ,/ X, - -_, - -',f I "! ':1 / . .1 . . . / .. I — INLET el-- N \ G*�S_ POTENTIAL FLOODING. . ., .1 111111`11� ... '', ... .." ..... t4l " I/ ,�. I 11 ,, ) v IS" . ". ` . / ­ , -1 I 11, . . . . . . '', � 4 I ..... ''I'll ...... 1'! ..... i ''Illl!!!!!!!!!!Il������������,,����""������������IlI .... P�1�1 . 'i i I f I .... 'e� . .1 4 r . ­— 10. WASHING OF CONCRETE EQUIPMENT AND TOOLS AT ANY LOCATION X. �. ./,.:/, ; -OUT AREA IS A VIOLATION OF LAW 'z' 1-11, . / ;' OTHER THAN THE DESIGNATED WASH , I / / i. . � "I . I AND SUBJECT TO FINE. I �/ ell, . , , . 1. 11 /11,11' ti;! f i. PLACE APPROVED SILT 11 REQUIRED SOIL EROSION AND STORM WATER POLLUTION - I I I I . . SACK OR APPROVED PREVENTION MEASURES SHALL BE AS FOLLOWS. . . I/ . f ,; (E) WELL ... t... I— .I* I .1 i . . . � 1, I EQUIVALENT. -OUT AREA I I ! I .. ,, CONSTRUCT TEMPORARY CONCRETE WASH � ..... I . ... ", .. I .. .... � . u � . .1 I CONSTRUCTION, OPERATION AND DISPOSAL SHALL I I 11 �� . _J I � .1 -1 .� ,� f I i I I / . I CONFORM WITH CASOA BMP WM-8. * . . I . ., . . . ` k 1� i`;. .. THE EXISTING PAVED SURFACE WILL PROVIDE ADEQUATE - , .. I ,, �1. I I STORAGE BUIL ING SECTION 'A—A' 1�_ , , CONSTRUCTION ENTRANCE/EXIT FOR THIS PROJECT. I , . , ., -1 _ - '.. 1� I . ,� C�, �, ,;++/ I I . ­ %. 4, � . IN, I. I 1. .1 '' ,/--GRAVEL BAG OR OTHER GRADED AREAS WITHIN DRIVE AND STORAGE AREA SHALL .. . 11. .", . .. - I � .... \, .,,�. ACCEPTED SEDIMENT BE COVERED WITH 6" OF CLEAN, DUST -FREE GRAVEL I I . I . .�,, 1". �. _� AFTER FINAL GRADINGL . i . . CONTROL BMP. ... 1-� "', I— I . . . : I " . . + . � - . - . . ,. . " �,�, 12. DUST CONTROL MEASURES SHALL BE ADDRESSED IN THE FORM OF .. ... �.. �r . . . 19 , ........ "I'll, ­­ �, . ._.­_­_,. ­... . % 111-1- _....1 ­­. -.1- .�-,­_.,.... ­ - - .... �'ll"�1--�--,.-L..-.-I-��k-,.-�.:�.-".: % "o." �:._%��_.�___ I __ ___,,�,<; �­�.._; ,; ..., .. - , - .1 ."o!"".., WATER APPLICATION TO ALL EXPOSED SOIL SURFACES TO PREVENT THE 1`�� �: ._..�. Y I 1. _��"t?�.".,.41. [—INLET TRANSPORT OF SOIL FROM EXPOSED SURFACES ON CONSTRUCTION .1 11 1"... .. � , , _:.'"r�;-.4. .. 1:�l, . 1". , . � �� ::_ L 'I' ".. l� -VZCr) . ... ,. . . q e­rr�e% IKI -ri jr, r^nt a ^r AIMMnMKIC MAMTV�l 11 ATEC WATC01kin- nC r:VDt . " "" . ­ �, . , " . . . . ". .�. - - , � � . - , I - ,, � ., , , ". . ­ � - � , ". :��W­ , , , . ";� , .. ,� � .�';_. , .."..""; ,� 'Z :; , � ir -\jnivi %.jr- rmnwk.ku 4L. r m 1 i 1\auL.r% i L.%j. v VA 1 L., MvUi k -A "Al W�"� - `1 ... 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I . � ( 9 INTO A STEEPER SLOPE QUALITY CONTROL BOARD I NORTH . STANDARDS ARE ACCEPTABLE. . . . � EROSION CONTROL PLAN 7 TYPICAL STRAW WATTLE INSTALLATION 4 TYPICAL CONCRETE WASHOUT 1 N.T.S. (FIELD VERIFY LOCATIONS) N.T.S. , (FIELD VERIFY LOCATION) N.T.S. 11 10O LOREN AVENUE, APN: 040-400-073-000 - ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE THE SOLE PROPERTY OF MANNING ENGINEERING. THEY WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THIS SPECIFIC PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF MANNING ENGINEERING. COPYRIGHT C 2016 MANNING ENGINEERING r,15), eTi , Building Company General Contractors Revisions Date I PLAN CHECK #I 1 2/25/16 L- N z W0- — P.,Ln O, b4 s U) a% 0 �L W Q0%L'c Ln ��b 00 W z v _ Wpo Z M " Z Z �Ua% 2 M W C) > 00 o O UN Z Z z Q o z W U I=- o 00 W r,15), eTi , Building Company General Contractors Revisions Date I PLAN CHECK #I 1 2/25/16 L- 0 4- W 00 0 Z Z M C� J Q > d') O z Q o W U I=- o 00 W U o J 000 o = Z U Z �- Q Q Date: 01-12-46 Drawn By: AGRI ELECTRIC Checked By. JH Job No.: 15-6149 E-0 IV, 1 41"; ", P�, 07' 1 1 Building Company General Contractors Revisions Date I PLAN GHEGK #I 1 2/25/16 L - O IR Z p J m �- O 0 Z Q Z Cf) W W Z W Q Z W O J C:) C:) o0 rn Lo Q V O U = U 0 c; ti O O o o o Z � Q Q CL Date: 01-12-46 Drawn By: AGRI ELECTRIC Checked By: JH Job No.: 15-6149 Em I 1,T--11� 0 i '� nr\ Building Company General Contractors Revisions Date A PLAN CHECK #1 2/25/16 L- 0 O 4— (D 0 J � _ I- � Z Q z w > W Z W Q Z � I J o r- OC)o 0) LO Q U O V U I` 0 O q) o o Q Q Date: 01-12-46 Drawn By: AGRI ELECTRIC Checked By: JH Job No.: 15-6149 (E) METER SWITCHBOARD "MSB" NEMA 3R UNDERGROUND PULL SECTION SODA 277/480\/ 3PH 4A BU55 FIELD VERIFY AIG RATING I" I ) I (a00/5 GROUND BUSS 1/0 GU GROUND SERVICE GONDUIT5/ CONDUCTORS PER UTILITY COMPANY REOU I REMENT5 UFFER, METAL, 6A5, WATER BOND A5 REQU I RED PER NEG 250-c14 5/8" X 8' - GROUND ROD TYP. 200/3 2"G 4-3/0 1-#2 GRD PANEL H 1 1/4"G 3-#2 TRNS. T 75KVA 413/0 PANEL L 1, (N) 200/3 2110 3-3/0 200A DISC. 2"G 3-3/0 TRNS. T4 150KVA .2110 4-3/0 PANEL LS ONE LINE DIAGRAM Panel - PC SPACE ( 200/3 200/3 200/3 200/3 2110 Cir. # 2110 BRKR. 2 "V A 2110 4-3/0 A 4-3/0 C 4-3/0 POLE 4-55/0 1-#2 GRD 1 1-#2 GRD 20 1-#2 GRD 1828 1-#2 GRD PANEL 2285 PANEL LHQMLEDG120 PANEL 3 (N) HI 3 H2 20 H3 m.volt PANEL I Ceiling/Wall 1 2008 = Z Z PG 20 1 Spare 4 5 1 2..0 20 1 1 2493 3670 20 1 Spare 6 7 6 1 1/4"0 1 1 /4"C 11/4"G 1 1 1/4"0 3/4110 3-#2 3-#2 3-#2 H2Q 3-#2 H50 4-#12 9 Spare 20 DISC. D150. TRNS. TI TRNS. TIO TRNS. T2 10 TRNS. T3 75KVA 75KVA 75KVA I 1/4"G 751<VA 11/4"o TRNS. T-1 20 1 Spare 3-#2 13 3-#2 15KVA 2110 .2110 2"G TRNS. T20 2110 TRNS. T50 5/4"G 4-3/0 4-3/0 4-3/0 75KVA 4-3/0 75KVA 4-#5 PANEL PANEL PANEL 3 PANEL 14 (ru L1 LIQ L2 :2110 L3 :2110 PANEL 1292 4-3/0 4-3/0 PGI 20 1 Spare PANEL 16 PANEL L20 LBO :211 4-3/0 PANEL L2A 4-#2 I-#6 PANEL L2A NOTE: ALL WIRE THHN GU U.N.O. NOTE: ALL 5UB PANELS RATED 10,000 Alr, MOUNTING: SURFACE TYPE. Cutter Hammer Panel Board 200 amp 277/480 volt 3 phase 4 w ire 200amp main breaker Cir. # Description BRKR. POLE A B I C A B C BRKR. POLE Description Cir. # 1 Exterior wall pack lighting 20 1 1 1828 1 250PSMH Wall +16' 2285 Lithonia LHQMLEDG120 20 3 Pre Treatment Panel 2 3 Staging Lights 20 1 m.volt 831 I Ceiling/Wall 1 2008 = Z Z 20 1 Spare 4 5 1 Powder coat warhouse lights 20 1 1 2493 3670 20 1 Spare 6 7 6 7 Spare 20 1 2160 1 Spare 40 3 Dry -Off Panel 8 9 Spare 20 1 20 9362 —410 10 11 11 Spare 20 1 20 1 Spare 12 13 9362 12 13 EFC1 40 3 1292 15 10886 50 3 Powder Coat Panel 14 15 20 1 Spare 16 17 1292 10332 20 1 Spare 18 16 17 1292 12271 21 18 19 EFC2 50 3 1939 22 3130 30 3 Oven Panel 20 21 24 1939 2160 1920 7285 0 0 22 23 1939 7285 24 25 3324 30 3 Pressure Washer 26 27 3324 1 28 29 3324 30 31 32 33 34 35 36 37 4986 20 3 Transformer T7 38 39 4986 1 40 41 4986 42 5059 4062 5724 26771 37297 40898 1 318301 413591 466221 Panel Load: 119811 = 142 Amps 142 A 25% = 178 Amps ELECTRICAL SCHEDULES Panel - PCI 5/8" X 8' &ROUND ROD ELECTRICAL NOTES I. RACEWAYS, GABLE ASSEMBLIES, BOXES, CABINETS 4 FITTINC75 SHALL BE SECURELY FASTENED IN PLACE. SUPPORT AIRES THAT DO NOT PROVIDE SECURE SUPPORT SHALL NOT BE PERMITTED AS THE SOLE SUPPORT. SUPPORT WIRES 4 ASSOCIATED FITTINGS THAT PROVIDE SECURE SUPPORT 4 THAT ARE INSTALLED IN ADDITION TO THE CEILING &RID SUPPORT WIRES SHALL BE PERMITTED AS THE SOLE SUPPORT. WHERE INDEPENDENT SUPPORT AIRES ARE USED, THEY SHALL BE SECURED AT BOTH ENDS. GABLES 4 RACEWAYS SHALL NOT BE SUPPORTED BY CEILING &RIDS. 2. 5AITGHBOARDS, PANELBOARDS, INDUSTRIAL CONTROL PANELS, METER SOCKET ENCLOSURES 4 MOTOR CONTROL CENTERS THAT ARE IN OTHER THAN DAELLIN6 OCCUPANCIES 4 ARE LIKELY TO REQUIRE EXAMINATION, ADJUSTMENT, SERVICING, OR MAIN- TENANCE WHILE ENERGIZED SHALL BE FIELD MARKED TO WARN QUALIFIED PERSONS OF POTENTIAL ELECTRIC ARG FLASH HAZARDS. THE MARKING SHALL BE LOCATED 50 AS TO BE CLEARLY VISIBLE TO QUAL- IFIED PERSONS BEFORE EXAMINATION, ADJUSTMENT, SERVICING OR MAINTENANCE OF THE EQUIPMENT. MOUNTING: SURFACE TYPE Cutler Hammer Panel Board 100 amp 120/208 volt 3 phase 4 w ire 50amp main breaker Cir. # Description BRKR. POLE A B C A B C BRKR. POLE Description Cir. # 1 Recycling System 30 2 2160 1 250PSMH Wall +16' 1080 Lithonia LHQMLEDG120 20 1 Convenience receptacles 2 3 Lithonia AFNDB Emergency egress light w/ battery back up m.volt 21WLED I Ceiling/Wall 2160 = Z Z 20 1 Spare 4 5 Sump Pump 20 1 1920 20 1 Spare 6 7 20 1 Spare 8 g 20 1 Spare 10 11 20 1 Spare 12 13 20 1 Spare 14 15 20 1 Spare 16 17 20 1 Spare 18 19 20 21 22 23 24 2160 2160 1920 10801 0 0 1 32401 21601 19201 Panel Load: 7320 = 20 Amps 20 x125% = 25 Amps Lighting Fixture Schedule 'type Manuf. Catalog Number Description volt. lamps Mounting A Lithonia IBZ454L 4lamp Linear Flourescent Highbay m.volt 4-T5HO Ceiling Surface B RUUD GWC0625-M Full cut off wall pack m.volt 1 250PSMH Wall +16' C Lithonia LHQMLEDG120 Illuminated emergency ebt light & sign w/ battery back 1 m.volt 2-1.5W LED Ceiling/Wall D Lithonia AFNDB Emergency egress light w/ battery back up m.volt 21WLED I Ceiling/Wall e ELECTRICAL 5YMBOL5 15 OR 20 AMP 125V DUPLEX RECEPTACLE o +18 MINIMUM, VNO 15 OR 20 AMP 125V DOUBLE DUPLEX REGE'T o +IS" MINIMUM, UNO 15 OR 20 AMP 125\/ 6FIC DUPLEX REGEPT +18" MINIMUM, UNO z (b 15 OR 20AMP 125V SINGLE RECEPTACLE +IS" MINIMUM, UNO SPECIAL OUTLET WITH TWIST LOCK REGEPT SEE PLANS FOR SPECIFICATION Q DUPLEX RECEPTACLE FLUSH KT-IN19W FLOOR Q DATA OUTLET, RING 4 5TRIN6 TO ACCE551BL.E CEILING Q COMBINATION DATYIELEPHONE OUTLET, RIN6 4 STRIN6 TO ACCESSIBLE CEILIN6, OR PRE -WIRE DEVICES. OO TELEPHONE OUTLET FLUSH NUFINISHED FLOOR 5 51NSL.E POLE T066LE SWITCH, o +46" MAXIMUM, LW 52 TWO POLE T066LE 5iITC.H, +46" MAXIMUM, UNO Q 53 THREE-WAY T066LE SHIT o +46" MAXIMUM, UNO SD DIMMER SWITCH, o " MAXIMUM, MO 5 WATT STOPPER WHOOL.A (51N6L.E LEVEL) SWITCH. USE 51N6LE &AN& RING. M A2 WATT STOPPER WMOOLA (W LEVEL) 5KTCH. USE 51NSLE 6AN6 RING. O .UNCTION BOX, SIZE 4 TYPE AS INDICATED OR REQUIRED EY NON-FUSED DISCONNECT SWITCH FUSED DISC W-;r.T SWITCH, 51ZE PER UNIT LABEL. ® PANELBOARD, MOUNTED A5 NOTED ON PANEL SCHEDULE 0 V15TRIWION TRANSFORMER, MOUN'TIN6 A5 NOTED o TERMINAL CABINET, 51ZE AND TYPE AS NOTED TELEPHONE TERMINAL BOARD: 4'X 8'X 5/4" PLYWOOD OR A5 NOTED W/DOUBLE DUPLEX RECEPTACLE 4 1416 6RND O FIXTURE TYPE FLUORESCENT LIGHT FIXTURE - RECESSED FLUORESCENT L16W FIXTURE - SURFACE OR PENDANT MOUNTED �----{ FLUORESCENT STRIP L16W - SURFACE OR PENDANT MOUNTED Ol DOWN L16W - RECESSM L16K FIXTURE - SURFACE MOUNTED �- LIGHT FIXTURE -LUAU. MOUNTED ® EXIT LIGHT - CEILING OR WALL MOUNTED EMERE6ENGY/EXIT LIGHT WITH BATTERY BACK UP SIDE -MOUNT LAMP HEADS e&WA NGY LI&MMS FIXTURE - SURFACE MOUNTED ® CONTROL EQUIPMENT, NIE5, CONNECT A5 REQUIRED OMECHANICAL EQUIPMENT VB16NATION / MOTOR CONDUIT RUN CONGEALED BEAN FLOOR OR FINISHED 6RADE �- CONDUIT CONGEALED IN WALL OR GEILIN6 HOMERUN TO RE5PEGTIVE PANEL OR TERMINAL CABINET - UNDERGROUND �-- HOMERIJN TO RESPECTIVE PANEL OR TERMINAL. CABINET - OVERHEAD -- DENOTES # OF WIRES. NO MARKS - 2412, I/2" G; CURVED HATCH DENOTES 6ROUND WIRE. ARE SIZE INDICATED WHEN OTHER THAN #12. ®DETAIL M16NATION: TOP NUMBER INDICATES DETAIL, BOTTOM LETTER/NUMBER INDICATES SHEET 16 150LATM 6ROUND NL N16K L16K - "ITCHED FIXTURE WP WEATHERPROOF MT EMPTY CONDUIT WITH PULL.STRIN6 (E) EXI5TIN6 NIES NOT IN ELECTRICAL SECTION OF THESE PLANS 4 SPECS UNO UNLESS NOTED OTHER 15E THIS IS A DESIGN -BUILD PROJECT. THE WORK SHOWN ON THIS SHEET HAS BEEN DESIGNED BY, AND WILL BE INSTALLED BY AGRI ELECTRIC PER CBC 107 AND BUSINESS AND PROFESSIONS CODE, SECTION 6737.3. SIGNED AT MATT THORPE AGRI ELECTRIC CALIFORNIA CONTRACTOR'S LICENSE NO. 443455 AGRI E=L_E=GTR I G 010-445455 GH I CO, CALIFORNIA (530) 542-4203 www.agrie l ectric.com 9KTRICAI. DRAMUN65 PREPARED BY AND PROPERTY OF AGRI ELECTRIC FOR USE IN ACCORD MOTH SECTION 6151.4 OF MFESSIONAL ENGINEERS MT OF THE STATE OF CALIFORNIA. ELECTRICAL DRIJ"UN65 GUARANTEED ONLY IF AGRI ELECTRIC 15 THE INSTALLING CONTRACTOR. 1 rkl :9 r Building Company General Contractors Revisions Date I PLAN CHECK #I 1 2/25/16 L O IP Z W °O Z M O A z z > O O m Q z Q O W U o W O O U O m J C:) = Z Z � U W < Q Q W U D U W W _ _j U W to Date: 01-12-46 Drawn By: AGRI ELECTRIC Checked By: JH Job No.: 15-6149 E- 3 T i Butte County Non -Structural comments: Butte County Non -Structural comments: Please show on plans that the "spray booth" is compliant with the specifications of CFC2404.3.2 Be sure that all required aspects of design ore clearly indentified on plans. As to 2013 CFC: 2404.3.2 Spray booth. the design and construction of spray booths shall be in accordance with Sections 2404.3.2.1 through 2404.3.2.6, Sections 2404.4 through 2404.8 and NEPA 33. As to 2013 CFC: 2404.3.2.1 Construction. Spray booths shall be constructed of approved noncombustible materials. Aluminum shall not be used. Where wall or ceiling assemblies are constructed of sheet meta!, single -skin assemblies shall be no thinner than 0.0478 inch (18 gage) (1.2l and each sheet ,r double - skin m assemb,ies -hail be no thinner than 0.0359 inch (20 gage) (0.9mm). Structural sections of As to 2013 CFC: 2404.3.2.2 Surfaces. The interior surfaces of spray booths shall be smooth; shall be constructed so as to permit the free passage of exhaust air from oil ports of the interior, and to facilitate washing and cleaning; and shell be designed to confine residues within the booth. Aluminum shall not be used. As to 2013 CFC: 2404.3.2.3 Floor. Combustible floor construction in spray rooms shall be covered by approved, noncombustile, nonsparking material, except where combustible coverings, including but not limited to thin paper or plastic and strippable coatings, are utilzed over noncombustible materials to foci!itgte cleaning operations in spray rooms. As to 2013 CFC: 2404.3.2.4 Means of egress Means of egress shall be provided in accordance with Chapter 10. Exception: Means of egress doors from premanfactured spray booths shall not be less than 30 inches (762mm) in width by 80 inches (2032mm) in height. As to 2013 CFC Section 2404.3.2.5 Clear space. Spray booths shall be installed so that all parts of the booth are readily accessible for cleaning. A clear space of not less than 3 feet (914mm) shall be maintained on all sides of the spray booth. This clear space shall be kept free of any storage or combustible construction. Exceptions 1. This requirement shall not prohibit locating a spray booth closer that 3 feet (914mm) to or directly against an interior partition, wall or floor/ceiling assembly that has a fire -resistance rating of not less then 1 hour, provided the spray booth can be adequately maintained and cleaned. Exceptions 2. This requirement shell not prohibit locating a spray booth closer that 3 feet (914mm) to or directly ocoinst on exterior wall or roof assembly. provided the wall or roof is constructed of nonr_ombustib!e motericl and I'ne spray bocil can be caequetely maintained ora cleaned. As to 2013 CFC: 2404.3 Design and construction. Design and construction of spray rooms, spray booths and spray spaces shall be in accordance with Sections 2404.3 through 2404.3.3.1 As to 2013 CFC Section 2404.3.2.6 Size: The aggregate area of spray booths in a building shall not excceed the lesser of 10 percent of the area of any floor pf building or the basic area allowed for a Group H-2 occupancy without area increases, as set forth in the International Building Code. The area of on individual spray booth in a building shall not exceed the lesser of the aggregate size limit or 1,500 square feet (139m ) Exception: One individual booth not exceeding 500 square feet (46m ) As to 2013 CFC: 2404.3.3 Spraying spaces. Spraying spaces shall be designed and constructed in accordance with the California Build Code, and Section 2404.3.3.1 and Sections 2404.4 throught 2404.8 of this code. As to 2013 CFC: 2404.3.3.1 Floor. Combustible floor construction in spray rooms shod be covered by approved, noncombustile, nonsparking material, except where combustible coverings, such as thin paper or plastic and materials to facilitate cleaning operations in spraying spaces. As to 2013 CFC: 2404.4 Fire protection Spray booths and spray rooms shall be protected by an approved automatic fire extinguishing system complying with Chapter 9. Protectection shall also extend to exhaust plenums, exhaust ducts and both sides of dry filters when such filters are used. AFC Spray Booth Design and Construction to QFC FINISHING SYSTEMS This drawing Is the pi Conform to the CFC Sections 2404.3 through Finishing Systems and is i 2404.3.3.1 250 AIRPORT PKWY, OROVILLE, CA 95965 unless in direct conne� ""'s"'"c sr�S (800) 331-7744 (530) 533-0179 (FAX) Finishing Systems. NI r AFC Spray Booth Design and Construction to Drawn by: JDD i NON-STRUCTURAL COMMENTS: #3 Conform to the NFPA 33 Standard for Spray Application Using Flammable or Combustible Materials. 2016 Edition Date: 03/08/2016 Scale: 150 Sheet: COMMENTS 3A Butte County Non -Structural comments: Please show on plans that the "spray booth" is compliant with the specifications of CFC2404.3.2 Be sure that all required aspects of design are clearly indentified on plans. As to 2013 CFC: 2404.3.2 Spray booth, the design and construction of spray booths shall be in accordance with Sections 2404.3.2.1 through 2404.3.2.6, Sections 2404.4 through 2404.8 and NEPA 33. NFPA 33 Standard for Spray Application Using Flammable or Combustible Materials. 2016 Edition 2011 Edition NFPA 33 Standard for Spray Application Using Flammable or Combustible Materials Chapter 5 Construction and Design of Spray Areas, Spray Rooms, and Spray Booths 5.1.2 The floor of the spray area shall be constructed on noncombustible material, limited -combustible material, or combustible material that is completely covered by noncombustible material. 5.1.4 If walls or ceiling assemblies are constructed of sheet metal, single -skin assemblies shall be no thinner than 1.2mm0.0478 in. and each sheet of double -skin assemblies shall be no thinner than 0.9mm ((0.0359 in.�. 5.1.5 Structural sections of spray booths shall be permitted to be sealed with a caulk or sealant to minimize air leakage. 5.1.6 Spray rooms shall be constructed of and separated from surrounding areas of the building by construction assemblies that hove a fire resistance rating of 1 hour. 5.1.7 Enclosed spray booth and spray rooms shall be provided with means of egress that meet the requirements of NFPA 101, Life Safety Code. 5.1.8 Spray booths that are used exclusively for power coating shall meet the requirements of Chapter 15. They shall be permitted to be constructed of fire -retardant combustible materials where approved by the authority having jurisdiction. Exception: Listed spray booth assemblies that constructed of other materials shall be permitted. 5.3 Separation from Other Operations. Spray booth shall be separated from other opertions by a minimum distance of 915mm (3 ft) or by a partition, wall, or floor/ceiling assembly having a minimum fire resistance rating of 1 hour. Multiple connected spray booths shall not be considered as "other operations except as provided for in Section 13.3. 5.3.1 Spray booths shall be installed so that all ports of the booth are readily accessible for cleaning. 5.3.2 A clear space of not less than 915mm (3 ft) shall be maintained on all sides and above the spray booth. This clear space shall be kept free of any storage or combustible construction. Exception No. 1: This requirement sholl not prohibit locating a soray booth closer than 915mm (3 ft) to or directly againt an interior partition, wall, or floor/ceiling assembly that has a fire reistance rating of not less than 1 hour, provided the spray booth can be maintained and cleaned. Exception No. 2: This requirement shall not prohibit locating a spray booth closer than 915mm (3 ft) to on exterior wall or roof assembly provided the wall or roof is constructed of non- combustible material and provided the booth con be maintained and cleaned. 5.5 Vision and Observation Panels. 5.5.1 Panels for lights fixtures or for observation shall be of heat-treated glass, laminated gloss, wired glass, or hammered wired glass and shall be sealed to cofine vapors, mists, residues, dusts, and deposits to the spray area. Exception: Listed spray booth assemblies that have vision panels constructed of other materials shall be permitted. 5.5.2 Panels for light fixtures shall be separated from the fixture to prevent the surface temperature of the panel from exceeding 93'C (2007). 5.5.3 The panel frame and method of attachment shall be designed to not fail under fire exposure before the vision panel fails. 5.5.4 Observation panels for spray booths that are used exclusively for powder coating processes shall be permitted to be constructed of fire-resistant combusible materials. 5.6 Ventilation. Spray areas that are equipped with ventilation distribution or baffle plates or with dry overspray collection filters shall meet the requirements of 5.6.1. through 5.6.5. AFC Spray Booth Design and Construction to Conform to the NFPA 33 Standard for Spray Application Using Flammable or Combustible Materials. 2016 Edition Paper size 36x48 ar E Butte County Non -Structural comments: Please show an plans that the "spray booth" is compliant with the specifications of CFC2404.3.2 Be sure that all required aspects of design are clearly indentified on plans. As to 2013 CFC: 2404.4,1 Fire extinguishers. Portable fire extinguishers complying with Section 906 shall be provided for spraying areas in accordance with the requirements for an extra (high) hazard occupancy. As to 2013 CFC: 2404.5 Housekeeping, maintenance and storage of hazardous materials. Housekeeping, maintenance, storage and use of hazardous materials shall be in eccordobce with Sections 2403.3,2403.4,2404.5.1 and2404.5.2. As to 2013 CFC: 2404.5.1 Different coatings. Spray booths, spray rooms and spraying spaces shall not be alternately utilized for different types of coating motericis wnere the the combination of materiols is conducive to spontaneous ignition, unless all deposits of one material are removed from the booth, room or space and exhaust ducts prior to spraying with a different material. As to 2013 CFC: 2404.5.2 Protection of sprinklers. Automatic sprinklers installed in flammable vapor areas shall be protected from the accumulation of residue from spraying opergt'ons ir• on approved manner. Bags used as a protective covering shall be 0.003 -inch -thick (0.076 mm) polyethyiene or cellophane or shall be thin paper. Automatic sprinklers contaminated by overspray particles shell be replaced with new automatic sprinklers. As to 2013 CFC: 2404.6 Sources of ignition. Control of sources of ignition shall be in accordance with Section 2403.2 and Sections 24046.1 through 2404.6.2.4. As to 2013 CFC: 2404.6.1 Drying operations. Spray booths and spray rooms shall not be alternated used for the purpose of drying by arrangements or methods that could cause an increase in the surface temperature of the spray booth or spray room except in occordance with Sections 2404.6.1.1 and 2404.6.1.2. Except as specifically provided in this section, drying or baking units utilizing a heating system haveing open flames or that are capable of producing sparks shail not be installed in a flammable vapor areas. As to 2013 CFC: 2404.6.1 Drying apparatus. Fixed drying apparatus shall comply with this chapter and the applicable provisions of Chapter 30. When recirculation ventilation is provided in accordance with Section 2404.7.2, the heating system shall not be within the recirculation air path. As to 2013 CFC: 2404.6.1.2.1 Interlocks The spraying appartus, drying apparatus and ventilating system for the spray booth or spray room shall be equipped with interlocks arranged 1. Prevent opertion of sproyina apparatus while drying operations are in progress. 2. Purge spray vcpors from the spray booth or spray room for a period of not iess than 3 minutes before the drying apporatus is rendered operable. 3. Have the ventilating system maintain a safe atmosphere within the spray booth or spray room during the drying process and automatically shut off drying apparatus in the event of a failure of the ventilating system. 4. Shut off the drying apporatus automatically if the air temperature within the booth exceeds 200'F (93'C). As to 2013 CFC: 2404.6.2 Illumination Where spraying spaces, spray rooms or spray booths are illuminated through glass panels or other transparent materials, only Where spraying spaces, spray rooms or spray booths are illuminated through glass panels or other transparent materials, only As to 2013 CFC: 2404.6.2.1 Glass panels Panels for luminaires or for observation shall be heat-treated glass, wired glass or observation shall be heat-treated gloss, wired glass or hammered wire glass and shall be sealed to confine vapors, mists, residues, dusts and deposits to the flammable vapor area. Panels for luminaires shall be separated from the luminaire to prevent the suface temperature of the panel from exceeding 2007 (93'C). As to 2013 CFC: 2404.6.2.2 Exterior luminaires. Luminaires attached to walls or ceilings of a flammable vapor area, but outside of any classified area and separated from the flammable vapor areas by vapor -tight glass panels, shall be suitable for use in ordinary hazard locations, Such luminaires shall be seviced from outside the flammable vapor areas. As to 2013 CFC: 2404.6.2.3 Integral luminaires. Luminaires that ore an integral part of the wells or ceiling of flammable vapor area are allowed to be separated from the flammable vapor area by glass panels that are anintegral port of the luminaire. Such luminaires shell be listed for use in Class 1, Division 2 or Class ll, Division 2 locations, whichever is applicable, and also shall be suitable for accumulations of deposits of combustible residues. Such luminaires are allowed to be serviced from inside the flammable vapor area. AFC Spray Booth Design and Construction to Conform to the CFC Sections 2404.3 through 2404.3.3.1 AFC Spray Booth Design and Construction to Conform to the NFPA 33 Standard for Spray Application Using Flammable or Combustible Materials. 2016 Edition Butte County Non -Structural comments: Please show on plans that the "spray booth" is compliant with the specifications of CFC2404.3.2 Be sure that ail required aspects of design are clearly indentified on plans. As to 2013 CFC: 2404.3.2 Spray booth. the design and construction of spray booths shall be in accordance with Sections 2404.3.2.1 through 2404.3.2.6, Sections 2404.4 through 2404.8 and NFPA 33. NFPA 33 Standard for Spray Application Using Flammable or Combustible Materials. 2016 Edition 5.6.1 Distribution plates or baffles shall be constructed of noncombusible materials and shall be readily removable or accessible for cleaning on both sides. 5.6.2 Filters shall not be used when applying materials known to be highly susceptible to spontaneous heating or spontaneous ignition. 5.6.3 Supports and holder for filters shall be constructed of noncombusible materials. 5.6.4 Overspray collection filters shall be readily removable or accessible for cleaning or replacement. 5.6.5 Filters shall not be alternated used for different types of coating materials if the combination of materials might result in spontaneous heating or ignition. (See also Section 10.9.) 2011 Edition NFPA 33 Standard for Spray Application Using Flammable or Combustible Materials Chapter 6 Electrical and Other Sources of Ignition: 6.3.1.2 Class 1, Division 2 Locations. As defined in 500.5(8) (2) of NFPA 70, National Electrical Code, a Class 1, Division 2 location shall be any location where one the following conditions exists: (1) A flammable gas or volatile flammable liquid is handled, processed, or used but any flammable gas, vapor or liquid is confined within a closed container or a closed system from which it can escape only in case of accidental rupture or breakdown of the container or system or in case of abnormal operation of the equipment. (2) An ignitible concentration of flammable gas or vapor is normally prevented by positive mech- cnical ventilation but might exit because of failure or abnormal operation of the ventilating equip- ment. (3) An ignitible concentration of flammable gas or vapor might occasionally be transmitted from an adjacent Class 1, Division 1 location, unless such transmission is prevented by positive pressure ventilation from a source of clean air and effective safeguards against ventilation failure are provided- 1. rovided 1. AFC SPRAY BOOTHS ARE CONSTRUCTED OF MATERIALS CONFORMING TO NFPA 33, CHAPTER 3, SECTION 3-1 AND SECTION 3-1.1. 2. AFC SPRAY BOOTHS SHALL BE SEALED WITH MATERIALS AS PER NFPA 33, CHAPTER 3, SECTION 3-1.2. 3. WHEN INSTALLED, AFC SPRAY BOOTHS SHALL BE SEPARATED FROM SURROUNDING AREA AS PER NFPA 33, CHAPTER 3, SECTION 3-1.3 AND SECTION 3-3. 4. ALL OBSERVATION GLASSES & GLASSES FOR LIGHT FIXTURES ARE TEMPERED SAFETY GLASS THAT CONFORM TO NFPA 33, CHAPTER 3, SECTION 3-5. 5. VENTILATION OF ALL AFC SPRAY BOOTHS SHALL CONFORMS TO NFPA 33, SECTION 3-6, SECTION 3-6.1 THROUGH SECTION 3-6.5. THE INSTALLED SPRAY BOOTH SHALL MEET THE REQUIREMENT OF THE 2013 CALIFORNIA BUILDING CODE, CALIFORNIA MECHANICAL CODE. CALIFORNIA PLUMBING CODE AND CALIFORNIA FIRE CODE, THE 2013 CALIFORNIA ENERGY CODE AND THE 2013 CALIFORNIA ELECTRICAL CODE. AFC Spray Booth Design and Construction to Conform to the NFPA 33 Standard for Spray Application Using Flammable or Combustible Materials. 2016 Edition Butte County Non -Structural comments: Please show on plans that the "spray booth" is compliant with the specifications of CFC2404.3.2 Be sure that all required aspects of design are clearly indentified on plans. As to 2013 CFC: 2404.7 Ventilation. Mechanical ventilation of flammable vapor areas shall be provided in accordance with Section 502 7 of the California Mechanical Code. As to 2013 CMC: 505.1 General A mechanical ventilation or exhaust system shall be installed to control, capture, and remove emissions generated from product use or handling where required in accorconce with the building code or fire code and where such emissions result in c hozerd tc life or property. The design of the system shall be such that the emissions are confined to '.'ne area in which they :re generated by ^_ir �u":. .o^veyny^ exp'asives cr fiamm•able -incur, furnes. or dust shaii extend c6eciny he exterior o .:e builC!ng 4ithout entering other spaces and shall not extend into or through ducts end plenums. Exception: Ducts conveying vapor or fumes having flammable consitituents less than 25 percent of their lower flammability Limit (LFL) shall be permitted to pass through other spaces. As to CMC 506.7 Duct clearances. 2013 CALIFORNIA MECHANICAL CODE SECTION 506.7 DUCT CLEARANCES: DUCT AND SYSTEM COMPONENTS HANDLING COMBUSTIBLE MATERIAL AND OPERATING AT LESS THAN 140-F (60-C) SHALL HAVE A CLEARANCE OF NOT LESS THAN 18 INCHES (457MM) FROM COMBUSTIBLE CONSTRUCTION OR COMBUSTIBLE MATERIAL. [NFPA 91:4.6.2] EXCEPTIONS: (1) WHERE THE DUCTWORK SYSTEM IS EQUIPPED WITH AN APPROVED AUTOMATIC EXTINGUISHING SYSTEM DESIGNED FOR APECIFIC HAZARD,THE CLEARANCE SHALL BE PERMITTED TO BE REDUCED TO 6 INCHES (152mm) FROM COMBUSTIBLE MATERIALS AND 1/2 OF AN INCH (12.7mm) FROM COMBUSTIBLE CONSTRUCTION. [NFPA 91:4.6.2.1] (2) WHERE THE COMBUSTIBLE MATERIAL AND CONSTRUCTION IS PROTECTED BY THE USE OF MATERIALS OR PRODUCTS LISTED FOR PROTECTION PURPOSES OR IN ACCORDANCE WITH TABLE 506.7. AT TABLE 506.7. FORM OF PROTECTION: (C) 0.024 OF AN INCH (NO. 24 GAUGE) SHEET METAL OVER 1 INCH GLASS FIBER OR MINERAL WOOL BATTS REINFORCED WITH WIRE, OR EQUIVALENT, ON REAR FACE WITH NOT LESS THAN 1 INCH AIR GAP (MINIMUM ALLOWABLE REDUCTION IN CLEARANCE "PERCENT" ) AS WALL PROTECTOR 66% AND AT CEILING 66%. As to 2013 CFC: 2404.7.1 Operation. Mechanical ventilation shall be kept in operation at ail times while spraying operations are being conducted and for a sufficient time thereafter to allow vapors from dryinq coated articles end finishing material residue to be exhausted. Spraying equipment shall be interlocked with the ventilation of the flammable vapor areas s ­ :r that spraying operations cannot be conducted unless th ventilation system is in operation. As to 2013 CFC: 2404.7.2 Recirculation. Air exhausted from spraying operations sho',l not be recirculated. Exceptions: 1. Air exhausted from spray operations is allowed to be recirculated as makeup air for unmanned spray operations, provided that 1. The solid particulate has been removed. 2. The vapor cocentral is less than 25 percent of the LFL. 3. Approved equipment is used to monitor the vapor concentration 4 when the vapor concentration exceeds 25 percent of the LF:_, the follo.ving shall occur. c. An alarm shall sound; and b. Spray operations shall cutometically shut down. 1.5 In the event of shutdown of the vapor concentration monitor, 100 percent of the air volume specified in the California Mechanical Code is automatically exhausted. Exceptions: 2. Air exhausted from spray operations is allowed to be recirculated as makeup air for unmanned spray operations where all of the conditions proveded in Exception 1 are included in the installation and documents have been prepared to show that the installation does not pose a life safety hazard to personnel inside the spray booth, spraying space or spray room. As to 2013 CFC: 2404.7.3 Air Velocity. Ventilation systems shall be designed, installed and maintained such that the average air velocity over the open face od the booth, or booth cross section in the direction of airflow during spraying operations, shall not be less than 100 feet per minute (0.51ri As to 2013 CFC: 2404.7.4 Ventilation obstruction. Articles being sprayed shall be positioned in a manner that does not obstruct collection of overspray. As to 2013 CFC: 2404.7.6 Termination point. The termination point for exhaust ducts discharging to the atmosphere shall not be less than the following distances: 1. Ducts conveying explosive or flammable vapors fumes or dusts: 30 feet from the lot line; 10 feet from openings into the building; 6 feet from exterior walls and roofs; 30 feet from combustible walls or openings into the building that are in the direction of the exhaust discharge; 10 feet above adjoining grade. 2. Other product -convey outlets: 10 feet from the lot line; 3 feet from exterior walls and roof; 10 feet from openings into the building; 10 feet above adjoining grade. AFC Spray Booth Design and Construction to Conform to the CFC Sections 2404.3 through 2404.3.3.1 AFC Spray Booth Design and Construction to Conform to the NFPA 33 Standard for Spray Application Using Flammable or Combustible Materials. 2016 Edition DECLARATION OF COMPLIANCE: THE PAINT SPRAY BOOTH MANUFACTURED BY AFC, INC., ARE DESIGNED FOR CODE APPROVAL. EACH BOOTH IS FABRICATED FROM 18 GAUGE GALVANIZED STEEL, THROUGHOUT, WITH SMOOTH INTERIOR WALLS. THE GALVANIZED CLASSIFICATION OF G-90 ZINC RATING IS 1,25 OUNCES PER SQUARE FOOT. ASTM A527LFQ. ALL MODELS ARE MANUFACTURED TO THE STANDARDS OF THE NATIONAL BOARD OF FIRE UNDERWITERS FOR SPRAY BOOTHS, AS RECOMMENDED BY THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA 33, 2016 EDITION), OCCUPATION SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS, INTERNATIONAL FIRE CODE (IFC 2012), ARTICLE 45, AND ENVIRONMENTAL PROECTION AGENCY (EPA) REQUIREMENTS. STANDARD COMPONENTS AND ACCESSORIES ARE AVAILABLE TO COMPLY WITH ANY SPECIAL STATE OR LOCAL CODE REQUIREMENTS. EXHAUST FAN: THIS FAN IS EQUIPPED WITH A NON -SPARKING BLADE THAT IS DRIVEN BY BELTS ENCLOSED IN A STEEL CYLINDER. THIS LOCATION OF THE BELTS PROVIDES MAXIMUM PROTECTION FROM THE AIR STREAM.THE ELECTRIC MOTOR IS LOCATED OUTSIDE OF THE FANS 16 GAUGE STEEL LINER SO THAT MOTOR IS NOT EXPOSED TO FLAMMMABLE VAPOR. ON CROSSFLO BOOTH THE AIR VELOCITY HAS A MINIMUM OF 100 LFPA (LINEAR FEET PER MINUTE.) AND ON SIDE DOWN DRAFTS, DOWNFLO MODELS THE AIR FLOW IS A MINIMUM OF 25% OF THE LOWER FLAMMABLE LIMIT. ELECTRIC MOTOR: THE MOTOR CONFORMS TO NATIONAL ELECTRIC MANUFACTURERS ASSOCIATION (NEMA) RATINGS, CLASS A OR B INSULATED. MOST GOVERNMENT AND INDUSTRY MOTOR STANDARDS ARE BASED ON NEMA). ALSO , REFERNCE UNDERWRITERS LABORATORIES (UL) LISTING E, 57948 DAYTON ELECTRIC MOTORS. LIGHTS: THE LIGHTS ARE UL APPROVED (21209) AND ARE MOUNTED AND SERVICED FROM OUTSIDE OF THE BOOTH. WINDOWS ARE .250" TEMPERED GLASS, SEALED FROM THE INSIDE TO INSURE A VAPOR PROOF SEAL. THE SAME APPROVED LIGHTING FIXTURE IS AVAILABLE IN AN ARRANGEMENT THAT MAY BE SERVICED FROM THE INTERIOR OF THE BOOTH AND MAINTAIN THE VAPOR PROOF CHARACTERISTIC. VALVES: IMAGNETIC AIR VALVES ARE NEMA TYPE 1 WITH ENCLOSED SOLENOID. INTERLOCK CONFORMS TO IFC SECTION 2404.6.1.2.1 INTERLOCKS: PREVENTS OPERATION IF MAN ACCESS DOOR OR DRIVE-IN DOORS ARE OPENED LIMIT SWITCH WILL STOP THE EXHAUST FAN MOTOR AND THE PAINTERS AIR VALVE FROM OPERATING AND PREVENTS ALL OPERATIONS IF EXCEEDS 2007 (93°C). THIS BOOTH IS LISTED UNDER ETL # 53993. AFC INC. CERTIF D Ill J08 NAME CERTIFIED BY LICENSE }t - _.- _.__._. ___ _ . In /,0 Butte County Non -Structural comments: Please show on plans that the "spray beam" is compliant with the specifications of CFC2404.3.2 Be sure that all required aspects of design ore clearly indentified on plans. As to 2013 CFC: 2404.6.1.2.1 Interlocks The spraying appartus, drying apparatus and ventilating system for the spray booth or spray room shall be equipped with interlocks arranged to: 1. Prevent opertion of spraying apparatus while drying operations ore in progress. 2. Purge spray vapors from the spray booth or spray room for a period of not less than 3 minutes before the drying apparatus is rendered operable. 3. Hove the ventilating system maintain o safe atmosphere within the spray booth or spray room during the drying process and autcmot'cclly shut off drying apparatus �r the event of c fa_Ilure of 'he e * lobo system. As to 2013 CFC: 2404.7.7 Fan motors and belts. Electric motors driving exhaust fans shall not be placed inside booths or ducts. Fan rotatingelements shall be nonferrous or nonsparkin 9 or the nosing shall consist of, or be lined with, such material. Belts shal' not enter the duct or beth unless the belt and pulley within theduct ore tightly enclosed. As to 2013 CFC: 2404.7.8 Filters. Air intake filters that ore part of a wall or ceiling assembly shall be listed as Class 1 or it in cccordance with UL 900. Exhasst filters shall be required. As to 2013 CFC: 2404.7.8.1 Supports. Supports and holders for filters shall be constructed of noncombusible materials. As to 2013 CFC: 2404.7.8.2 Attachment. Overspray collection filter shall be readily removable and accessible for cleaning or replacement. As to 2013 CFC: 2404.7.8.3 Maintaining air velocity. Visible gauges, oubible alarms or pressure -activated shall be installed to indicate or ensure that the required air velocity is maintained. As to 2013 CFC: 2404.7.8.4 Filter rolls. Spray booths equipped with a filter roll that is automatically advanced when the air velocity is reduced to less then 100 feet per minute (0.51 m/s) shall be arranged to shut down the spraying operation if the filter roll foils to advance automatically. As to 2013 CFC: 2404.7.8.5 Filter disposal. Discarded filter pads shall be immediately removed to a safe, deter_'r.ed location or place in a noncombustible container with a tight -fitting lid and disposed properly. As to 2013 CFC: 2404.7.8.6 Spontaneous ignition. Spray booths using dry niters shall not be sed for scrcyrg mcteric,s tic onlysusceptible _ _pc,lta. ecus c..nq crd ign'!.ion. `-liters shall be changed prior to spraying materials that could react with other materials previously collected. An example of potentially reactive comination includes lacquer when combined with varnishes, stoins or primers. As to 2013 CFC: 2403.2.6 Smoking prohibited. Smoking shall be prohibited in flammable vapor crena and hazarhous materials storage rooms associated with flammable finish processes. " No Srnaking" signs complying with Section 310 shall be conspicuously posted in such areas. As to 2013 CFC 2403.2.7 Welding warning signs. Welding, cutting and similar spark -producing operations shall not be conducted in or adjacent to flammable vapor areas or dipping or coating operations unless precautions have been taken to provide safety. Conspicuous signs with the following warning shall be posted in the vicinity of flammable vapor areas, dipping operations and paint storage rooms: NO WELDING THE USE OF WELDING OR CUTTING EQUIPMENT IN OR NEAR THIS AREA IS DANGEROUS BECAUSE OF FIRE AND EXPLOSION HAZARDS. WELDING AND CUTTING SHALL BE DONE ONLY UNDER THE SUPERVISION OF THE PERSON IN CHARGE. AFC Spray Booth Design and Construction to Conform to the CFC Sections 2404.3 through 2404.3.3.1 AFC Spray Booth Design and Construction to Conform to the NFPA 33 Standard for Spray Application Using Flammable or Combustible Materials. 2016 Edition Butte County Mechanical comments: M1: Please show how design is compliant with 2406.4.1 Additional protection for fixed systems. Automated powder application equipment shall be protected by the installation of on approved, supervised flame detection apparatus that shall react to the presence of flame within 0.5 second and shall accomplish all of the following: M1: 1. Shutting down of energy supplies (electrical and compressed air) to conveyor, ventilation, application, transfer and powder collection equipment. M1: 2. Closing of segregation dampers in associated ductwork to Interrupt airflow from application equipment to powder collectors. M1: 3. Activation of on alarm is audible throughout the powder coating room or booth. M2: Please show how the design will meet the intent of code with regards to ventilation. Exhaust ventilation shall be sufficient to maintain the atmosphere below one-half the minimum explosive concentration for the material being applied. Non -deposited, air -suspended powder shall be removed through exhaust ducts to the powder recovery system. CFC 2406.7 M4: Please specify on plans that Hand electrostatic equipment shall be interlocked with the ventilation system for the spraying area so that the equipment cannot be operated unless the veniloting system is in operation. CFC 2407.9 Ventilation interlock. As to 2013 CFC: 2406.4.1 Additional protection for fixed systems. Automated powder application equipment shell be protected by the installation of an approved, supervised flame detection apparatus that shall react to the presence of flame within 0.5 second and shall accomplish all of the following: 1. Shutting down of energy supplies (electrical and compressed air) to conveyor, ventilation, application, transfer and powder collection equipment 2. Closing of segregation dampers in associated ductwork to interrupt airflow from application equipment to powder collectors. 3. Activation of an alarm is audible throughout the powder coating room or booth. As to 2013 CFC: 2406.7 Ventilation. Exhaust ventilation shall be sufficient to maintain the atmosphere below one-half the minimum explosive concentration for the material being applied. Nondeposited, air -suspended powder shall be removed through exhaust ducts to the powder recovery system. As to 2013 CFC: 2407.9 Ventilation interlock. Hand electrostatic equipment shall be interlocked with the ventilation system for the spraying area so that the equipment cannot be operated unless the venilating system is in operation. AFC Powder Coating Product Specifications: Standard Features AFC Ovens are built to NFPA 86 and NFPA 70 (NEC) standards utilizing an ETL Listed Industrial control panel. All equipment, controls, switches, and safety devices are Listed by a recognized testing laboratory. Standard Safety Equipment U.V. Flame detection, Pre -purge timer, Post purge timer, Exhaust fan air proving switch, Recirculation fan air proving switch, Honeywell Flame safeguard control, High temperature limit switch, Dual gas valves, Explosion relief door latches. Standard Controls Siemens programmable logic controller, Allen Bradley motor controls, Omron digital temperature controller, Thermocouple sensor, Omron digital process timer, 4-20 ma modulating burner, Main burner output regulator, Pilot burner output regulator, Emergency Shut Down Button, Control panel door with built-in lockable disconnect switch. Construction Features Aluminized steel interior, Powder coated steel exterior, 4" interlocking wall panels, 9 1/2 # mineral wool insulation Meavy duty high temperature recirculating blower, Heavy duty high temperature exhaust blower, Industrial product Doors with high temperature gaskets and Heavy duty door hinges. AFC Ovens Design and Construction to Conform to the NFPA 86 Standard for Ovens and Frunaces. 2015 Edition AFC Oven controls, switches, and safety devices Conform to the NFPA 70 (NEC) 2014 Edition Butte County Mechanical comments: Butte County Electrical comments: Paper size 36x48 ar E Butte County Electrical comments: Please clearly identify on the plans that all equipment will be grounded and bonded as specified in CFC 2406.6.4 As to 2013 CFC: 2406.6.4 Grounding and bonding. Precautions shall be taken to minimize the possibility of ignition by static electrical sparks through static bonding and grounding, wiere possible, of powder transport, application and recovery equipment. PE GROUNDING CLAMP #10 SOLID COPPER WIRE I I ra" ao I I 1 I 1 I I I I I 1 I I I I I 1 I 1 I I I I I I I 1 NEC 2014: 250.104 BONDING OF PIPING SYSTEMS AND EXPOSED STRUCTURAL STEEL. (B) OTHER METAL PIPING. IF INSTALLED IN, OR ATTTACH TO, A BUILDING OR STRUCTURE, A METAL PIPING SYSTEM (S), INCLUDING GAS PIPING, THAT IS LIKELY TO BECOME ENERGIZED SHALL BE BONDED TO THE SERVICE EQUIPMENT ENCLOSURE; THE GROUNDED CONDUCTOR AT THE SERVICE; THE GROUND ELECTRODE CONDUCTOR, IF OF SUFFICIENT SIZE; OR TO ONE OR MORE GROUNDING ELECTRODES USED. THE BONDING CONDUCTOR (S) OR JUMPERS (S). THE EQUIPMENT GROUNDING CONDUCTOR FOR THE CIRCUIT THAT IS LIKELY TO ENERGIZE THE PIPING SHALL BE PERMITTED TO SERVE AS THE BONDING MEANS. THE POINTS OF ATTACHMENT OF BONDING JUMPER (S) SHALL BE ACCESSIBLE. PIPE GROUNDING CLAMP I I I I I SCH 40 GAS PIPE i CFC 2013 SECTION 2403.2.5 GROUNDING. METAL PARTS OF SPRAY BOOTHS, EXHAUST DUCTS AND PIPING SYSTEMS CONVEYING CLASS I OR II LIQUIDS SHALL BE ELECTRICALLY GROUNDED IN ACCORDANCE WITH CALIFORNIA ELECTRICAL CODE. METALLIC PARTS LOCATED IN RESIN APPLICATION AREAS, INCLUDING BUT NOT LIMITED TO EXHAUST DUCTS VENTILATION FANS, SPRAY APPLICATION EQUIPMENT, WORKPIECES AND PIPING, SHALL BE ELECTRICALLY GROUNDED. #10 SOLID COPPER WIRE GROUNDING BAR LOCATED IN CONTROL PANEL /_ ® ® ® e ® ® ® ® ® ® (D ® ® ® CFC 2013 SECTION 2403.2.5 GROUNDING. METAL PARTS OF SPRAY BOOTHS, EXHAUST DUCTS AND PIPING SYSTEMS CONVEYING CLASS I OR II LIQUIDS SHALL BE ELECTRICALLY GROUNDED IN ACCORDANCE WITH CALIFORNIA ELECTRICAL CODE. METALLIC PARTS LOCATED IN RESIN APPLICATION AREAS, INCLUDING BUT NOT LIMITED TO EXHAUST DUCTS VENTILATION FANS, SPRAY APPLICATION EQUIPMENT, WORKPIECES AND PIPING, SHALL BE ELECTRICALLY GROUNDED. AFC FINISHING SYSTEMS This drawing Is the property ofAFC 250 AIRPORT PKWY, OROVILLE, CA 95965 Finishing Systems and Is not to be used FwlsNrrvc srsren+s unless In direct connection with AFC (800) 331-7744 (530) 533-0179 (FAX) Finishing Systems. All right reserved. R AFC controls, switches, and safety devices Drawn by: JDD ELECTRICAL COMMENTS: ev: Conform to the NFPA 70 (NEC) 2014 Edition Date: 03/09/2016 Scale: 150 Sheet: ELECTRICAL COMMENTS: E6 Butte County Electrical comments: please clearly identify the emergency shutdown as specified in CFC 2407.8 As to 2013 CFC: 2407.8 Emergency shutdown. Electrostatic apparatus shall be equipped with automatic controls operarat without time delay to disconnect the power supply to the high-voltage transformer and signal the operator under any of following conditions: 1. Stoppage of ventilating fans or failure of venti'ating equipment from any cause. 2. Stoppage of the conveyor carrying artices past the high-voltage grid. 3. Occurrence of a ground or an imminent ground at any point of high-voitage system. 4. Reduction of clearance below that required in Section 2407.2. As to 2013 CFC: 2407.9 Ventilation interlock. Hand electrostatic equipment shall be interlocked with the ventilation system for the spraying area so that the equipment cannot be operated unless the venilating system is in operation. * Electrostatic apparatus: Powder Spray Gun with Control Unit to conforms 7 DIP OWDER COATING !7'�'IONTROL PANEL * UNIT MODEL: PC/CP-4 CONFORMS TO UL STD 508A * AUTOMATED CONTROLS * TIMED PULSE CLEANING SEQUENCE ON/OFF SWITCH * EATON CUTLER HAMMER MOTOR PROTECTION AND CONTROL DEVICES * LIGHTING ON/OFF SWITCH * (E—STOP) EMERGENCY SHUT DOWN BUTTON * CONTROL PANEL DOOR DISCONNECT SWITCH * TERMINAL STRIP FOR EASY FIELD WIRING OF ALL FACTORY SUPPLIED COMPONENTS ON PAINT BOOTH. * Electrostatic apparatus: Powder Spray Gun with Control Unit to conforms to the requirements of the CFC 2407.8 and 2407.9 AFC controls, switches, and safety devices Conform to the NFPA 70 (NEC) 2014 Edition AFC, CERTIF1 ' RAW#NG JOE NAME CERTIFIED B LICENSE # 0 X �2D 1013 Zo b� { cn o �, Z C7 Z O to _^ O ; CD N Z Z I i Q iv O lu m o i Ill! S- rt _ O ..- _ m O � O C: 7 O Z 7 = O 4 -n 0 — - n O D O _m C] — • i - { y Z D0 ° { r: -(D k r. ° C') o _. 0 .� CD • w (D < m O I Q { E I < I { { & m I 0 6 1 (D O 00 rn o : n CO) I �^ Cn a ' e 'i iii a � V J o Irn � �- -- Z a (D o CD 0 < d — a - < O { V J (D rt n m W _— _ m z�m. o < -• { �. � W(D ^ W tn cD Cz ,+ I o Q Nm { o > f =I) 0 o {n U) I 71 a I � ° ; {, I N m o 3 C) o _ — - N ��n 0 z c Z Z I - ° wDC h oz -- ort Z Z Q I'M w u (Z> Cf) o O , En n 0 n n O �z 8 Z m _ (D �{ y <n { f Lo { N S o: a :r (Do w Z N Z r 2 a = ; 4- (D N { D ?Ar�'on 0 rt v I S Butte County Electrical comments: Please clearly identify on the plans that all equipment will be grounded and bonded as specified in CFC 2406.6.4 As to 2013 CFC: 2406.6.4 Grounding and bonding. Precautions shall be taken to minimize the possibility of ignition by static electrical sparks through static bonding and grounding, wiere possible, of powder transport, application and recovery equipment. PE GROUNDING CLAMP #10 SOLID COPPER WIRE I I ra" ao I I 1 I 1 I I I I I 1 I I I I I 1 I 1 I I I I I I I 1 NEC 2014: 250.104 BONDING OF PIPING SYSTEMS AND EXPOSED STRUCTURAL STEEL. (B) OTHER METAL PIPING. IF INSTALLED IN, OR ATTTACH TO, A BUILDING OR STRUCTURE, A METAL PIPING SYSTEM (S), INCLUDING GAS PIPING, THAT IS LIKELY TO BECOME ENERGIZED SHALL BE BONDED TO THE SERVICE EQUIPMENT ENCLOSURE; THE GROUNDED CONDUCTOR AT THE SERVICE; THE GROUND ELECTRODE CONDUCTOR, IF OF SUFFICIENT SIZE; OR TO ONE OR MORE GROUNDING ELECTRODES USED. THE BONDING CONDUCTOR (S) OR JUMPERS (S). THE EQUIPMENT GROUNDING CONDUCTOR FOR THE CIRCUIT THAT IS LIKELY TO ENERGIZE THE PIPING SHALL BE PERMITTED TO SERVE AS THE BONDING MEANS. THE POINTS OF ATTACHMENT OF BONDING JUMPER (S) SHALL BE ACCESSIBLE. PIPE GROUNDING CLAMP I I I I I SCH 40 GAS PIPE i CFC 2013 SECTION 2403.2.5 GROUNDING. METAL PARTS OF SPRAY BOOTHS, EXHAUST DUCTS AND PIPING SYSTEMS CONVEYING CLASS I OR II LIQUIDS SHALL BE ELECTRICALLY GROUNDED IN ACCORDANCE WITH CALIFORNIA ELECTRICAL CODE. METALLIC PARTS LOCATED IN RESIN APPLICATION AREAS, INCLUDING BUT NOT LIMITED TO EXHAUST DUCTS VENTILATION FANS, SPRAY APPLICATION EQUIPMENT, WORKPIECES AND PIPING, SHALL BE ELECTRICALLY GROUNDED. #10 SOLID COPPER WIRE GROUNDING BAR LOCATED IN CONTROL PANEL /_ ® ® ® e ® ® ® ® ® ® (D ® ® ® CFC 2013 SECTION 2403.2.5 GROUNDING. METAL PARTS OF SPRAY BOOTHS, EXHAUST DUCTS AND PIPING SYSTEMS CONVEYING CLASS I OR II LIQUIDS SHALL BE ELECTRICALLY GROUNDED IN ACCORDANCE WITH CALIFORNIA ELECTRICAL CODE. METALLIC PARTS LOCATED IN RESIN APPLICATION AREAS, INCLUDING BUT NOT LIMITED TO EXHAUST DUCTS VENTILATION FANS, SPRAY APPLICATION EQUIPMENT, WORKPIECES AND PIPING, SHALL BE ELECTRICALLY GROUNDED. AFC FINISHING SYSTEMS This drawing Is the property ofAFC 250 AIRPORT PKWY, OROVILLE, CA 95965 Finishing Systems and Is not to be used FwlsNrrvc srsren+s unless In direct connection with AFC (800) 331-7744 (530) 533-0179 (FAX) Finishing Systems. All right reserved. R AFC controls, switches, and safety devices Drawn by: JDD ELECTRICAL COMMENTS: ev: Conform to the NFPA 70 (NEC) 2014 Edition Date: 03/09/2016 Scale: 150 Sheet: ELECTRICAL COMMENTS: E6 Butte County Electrical comments: please clearly identify the emergency shutdown as specified in CFC 2407.8 As to 2013 CFC: 2407.8 Emergency shutdown. Electrostatic apparatus shall be equipped with automatic controls operarat without time delay to disconnect the power supply to the high-voltage transformer and signal the operator under any of following conditions: 1. Stoppage of ventilating fans or failure of venti'ating equipment from any cause. 2. Stoppage of the conveyor carrying artices past the high-voltage grid. 3. Occurrence of a ground or an imminent ground at any point of high-voitage system. 4. Reduction of clearance below that required in Section 2407.2. As to 2013 CFC: 2407.9 Ventilation interlock. Hand electrostatic equipment shall be interlocked with the ventilation system for the spraying area so that the equipment cannot be operated unless the venilating system is in operation. * Electrostatic apparatus: Powder Spray Gun with Control Unit to conforms 7 DIP OWDER COATING !7'�'IONTROL PANEL * UNIT MODEL: PC/CP-4 CONFORMS TO UL STD 508A * AUTOMATED CONTROLS * TIMED PULSE CLEANING SEQUENCE ON/OFF SWITCH * EATON CUTLER HAMMER MOTOR PROTECTION AND CONTROL DEVICES * LIGHTING ON/OFF SWITCH * (E—STOP) EMERGENCY SHUT DOWN BUTTON * CONTROL PANEL DOOR DISCONNECT SWITCH * TERMINAL STRIP FOR EASY FIELD WIRING OF ALL FACTORY SUPPLIED COMPONENTS ON PAINT BOOTH. * Electrostatic apparatus: Powder Spray Gun with Control Unit to conforms to the requirements of the CFC 2407.8 and 2407.9 AFC controls, switches, and safety devices Conform to the NFPA 70 (NEC) 2014 Edition AFC, CERTIF1 ' RAW#NG JOE NAME CERTIFIED B LICENSE # 0 X DRAWING SCHEDULE PAGE # DESCRIPTION SHEET -1 COVER SHEET/DRAWING SCHEDULE/SITE PLAN/GENERAL NOTES. SHEET -2 ELEVATION VIEWS SHEET -2 AFC EQUIPMENT ELEVATION VIEWS WITH WEIGHTS SHEET -3 POWDER COATING OVEN PASS THROUGH MODEL PC0121030PT SHEET -4 POWDER COATING CARTRIDGE BOOTH MODEL: FPCC161230 (4) PC -408 SHEET -5 DRY/OFF BOOTH MODEL: D61612-AMS1000 SHEET -6 OVEN ELECTRICAL SHEET -7 POWDER COATING CARTIDGE BOOTH ELECTRICAL SHEET -8 DRYOFF BOOTH ELECTRICAL SHEET -9 PRETREATMENT/WASH BOOTH ELECTRICAL SHEET -10 CODE REQUIREMENTS SHEET -11 AFC EQUIPMENT DETAILS SHEET -12 AFC EQUIPMENT DETAILS SHEET -13 W61612 -ELEVATION /PRETREATMENT BUTTE COUNTY NON-STRUCTURAL #3 AND MECHANICAL COMMENTS: M1, M2, M4 BUTTE COUNTY ELECTRICAL COMMENTS: E5, E5A, E6, E7 GENERAL NOTES WEISS McNAIR 66'- 0" 56' - 0" 55'- 0" 16'-0" 27'-6" 159'-0" sur - u.. ...... _. _. ............._ .-___._.... _...... _ .. _ - .... .... ......................... ...... _ ........ ........ .... ... _ ..... ...... _._ . 450. 0„ _. _ ......... _ __............. ........ _..._...__.. ............. _ _ ...... ......... 1. AFC SPRAY BOOTHS ARE CONSTRUCTED OF MATERIALS CONFORMING TO NEPA 33, CHAPTER 3, SECTION 3-1 AND SECTION 3-1.1. 2. AFC SPRAY BOOTHS SHALL BE SEALED WITH MATERIALS AS PER NEPA 33, CHAPTER 3, SECTION 3-1.2. 3. WHEN INSTALLED, AFC SPRAY BOOTHS SHALL BE SEPARATED FROM SURROUNDING AREA AS PER NEPA 33, CHAPTER 3, SECTION 3-1.3 AND SECTION 3-3. 4. ALL OBSERVATION GLASSES & GLASSES FOR LIGHT FIXTURES ARE TEMPERED SAFETY GLASS THAT CONFORM TO NEPA 33, CHAPTER 3, SECTION 3-5. 5. VENTILATION OF ALL AFC SPRAY BOOTHS SHALL CONFORMS TO NEPA 33, SECTION 3-6, SECTION 3-6.1 THROUGH SECTION 3-6.5. THE INSTALLED SPRAY BOOTH SHALL MEET THE REQUIREMENT OF THE 2013 CALIFORNIA BUILDING CODE, CALIFORNIA MECHANICAL CODE. CALIFORNIA PLUMBING CODE AND CALIFORNIA FIRE CODE, THE 2013 CALIFORNIA ENERGY CODE AND THE 2013 CALIFORNIA ELECTRICAL CODE. NOTE: VERIFY METAL BUILDING COLUMN AND FRAME LOCATIONS WITH METAL BUILDING MANUFACTURER �isTV__v I ntertek 53993 SPRAY APPLICATIONS USING FLAMMABLE AND COMBUSTIBLE MATERIALS CONFORMS TO NFPA STD.33 AFC, INC. CERTIF DRA JOB NAME CERTIFIED BY LICENSE # 1 Note: Fire Suppression by Others, Not AFC. FIRE PROTECTION SYSTEM UNDER SEPARATE PERMIT SI EMAP 1/16"=1' 03�/8/l� 40'-0" �---- 36'-4" 30'-6" 32'-0" — 30'-4f, 7'-0" 38'-11 " 38'-5" 20'o' - 4'-0" 11'-10" 10'-0" PLAN VIEW 265'-0" AFC, INC. CERTIF DRA JOB NAME CERTIFIED B LICENSE # 40'-0" 32'-0" —1 30'-4" I 6'-0" — 31'-0" o3/iB1/6 -,IST-," I ntertek 53993 SPRAY APPLICATIONS USING FLAMMABLE AND COMBUSTIBLE MATERIALS CONFORMS TO NEPA STD.33 I ` retie tmen +... . . . ..... — i s �, 2' 1 1 1 32'-0" li D '-Off Boot ; 6,f 3— if r 'mil' llr}✓'�L '•'r ' .«�.}!'1��.. .�S'' .i�E_' ,'i T 6'-0" 6'—pf, ry � � � r r7 ��i��i�d�F�.�/,���i%sites-F��%ti%,d���%/%ii///•��,�%"G'%6'�'.—IoLva, 1 36'-4" I 30'-6" 20'-0" —I 31'-0" 32'-0" END VIEW Oven Oven f 20'-0" 31'-0" 32'-0" END VIEW Powder Coat Booth 40'-0" I 30'-4" 265-0" Powder Coat Booth T w—n" �- — 20'-0" --I 31'-0" 32'-0" END VIEW Dry -Off Booth `-- 20'-0" --1 31'-0" 32'-0" END VIEW Pretreatment 40'-0" 30'-0" ---� 6'-44" Dry -Off Booth 33'-51 33'-114" 63'--8" 64'-2" 6'-0" 19'-54" Pretreatment 40'-0" 36'-4" 30'-6" � 32'-0" 30'-4" 7'-0" 38'-11" 38'-5" Total weight: 7848.2 lbs. 11'-10" 10'-0" M PLAN VIEW SIDE VIEW 265'-0" Total weight: 6515.7 lbs. AFC, INC. CERTIF DRAW G JOB NAME CERTIFIED B LICENSE # 'WOWA, -( ISTty Intertek 53993 SPRAY APPLICATIONS USING FLAMMABLE AND COMBUSTIBLE MATERIALS CONFORMS TO NEPA STD.33 40'-0" 32'-0" 30'-4" 6'-0" I 31'-0" - 1-- 19'-54" ....... ......... . ................ ' 4" r ..................... i 120-011 I 36'-4" I 30'-6" I 40'-0" •1 30'-4" �- - 20'-0" ----� 31'-0" 32'-0" END VIEW Oven Total weight: 7848.2 lbs. Oven Total weight: 7848.2 lbs. I--- 20'-0" ---� 31'-0" 32'-0" END VIEW Powder Coat Booth Total weight: 6515.7 lbs. 265 -0 Powder Coat Booth Total weight: 6515.7 lbs. T 6'-0" I- - 20'-0" 31'-0" 32'-0" END VIEW Dry -Off Booth Total weight: 8563.6 lbs. �- 20'-0" ----1 32'-0" END VIEW Pretreatment Total weight: 5058.9 lbs. Total weight: 8563.6 lbs. Total weight: 5058.9 lbs. 1 63'-8" 64'--" 6'-0" 33'-51 33'-114» 3'-6" 31'-0" Pretreatment Total weight: 5058.9 lbs. 19'-54" 32'-0" ME��'l � � � r • .� l'_! I t fes) �- ,� I , ' (' I 1•} END VIEW b vLBurners sold after 5/11/81 will not have replaceable end rings. No.6 Stainless Steel Ext. Tooth Lock Washer ) 6-32 x 3/4 Stainless Steel Screws Q7800C Circuit Board Detail Model JA Model JRA (For Low Centerline Applications) DU. 4 Hsbs )" 1 TOP VIEW Note: For units built after 6/7/97, the number of screws and washers is 10 for the J15/30A and 12 for J50A. 6) 1/4-20 Hex Head Cap Screw 6) 1/4? Lock Washer —Air Inlet Cone With Screen Air Housing Side - Damper--/ Damper Assembly/Air Housing Mounting Gasket Damper Assembly Note: Add 3/8? to?H? for size of openin(In heat exchanger front 6 ate. )For Low Centerline Applications) F E A E(R) Note: F Add 3/8? to?H? for size of G opening in heat exchanger D C front plate. W e B " W H C L(R) W SGM., 5J8" DU. 4 Hiles 5J8' DU. 4 HNes A(R) j BURNER IS A 1,075,000 BTUH MODULATING POWER FLAME BURNER COMPLETE WITH ALL SAFETY SWITCHES AND CONTROL CABINENT FOR EASY SEVICING. INCLUDES: UV FLAME DETECTION, PRE—PURGE TIMER, HONEYWELL FLAME SAFEGUARD CONTROL WITH LOCKOUT ALARM BELL, DUAL GAS VALVES, MAIN AND PILOT GAS REGULATORS,HONEYWELL MODULATING GAS VAVLE, MAIN, PILOT AND LEAK TEST SHUT OFF VAVLES, HIGH AND LOW GAS PRESSURE SAFETY SWITCHES, HIGH TEMPERATURE UMIT SWITCH, RECIRICULATING AIR PROVING SWITCH AND EXHAUST AIR PROVING SWITCH. BUILT TO NFPA 86 STANDARDS. ALL AFC OVENS ARE PRE—ASSEMBLED AND FACTORY TESTED BEFORE SHIPPING. CONTROLS: PLC COMPUTERIZED CONTROLS FOR COMPLETE OPERATION OF OVEN ENCLOSED IN AN ETL LISTED INDUSTRIAL CONTROL PANEL INCLUDES: PANEL MOUNTED DISCONNECT, DIGITAL TEMPERATURE CONTROLLER, PROCESS TIMER WITH ALARM, ALLEN BRADLEY MOTOR STARTERS. CONTROL SWITCHES do INDICATOR LIGHTS. The 1.5 M8H J-30 Power Flame Burner requires 1100 cubic feet hex of natural gas with a minimum pressure flow rats of 7 Inches of water column pressure. k Is Imperative that we maintain a minimum of 7 Inches of water column pressure (meaekxed at the ball cock valve) at the full fine rate of 1075 M811, which equate to 1,075.000 BN -e. C4ffl0N: Gas pressure above 14 Inches of water column pressure at the burner may damage the standard regulator. in the ppievent of excessive gas nine or mrom the service to the burnerulUr appliances, we recommend a medksn re re of fhef burner �� s wthNh14 frkches of�woter colu�rror Wassurs. that will drop pressu W Power Flame Burner Reduce Gas Train to V Gas pipe here. SIDE VIEW 1' AFC POWER COATING OVEN MODEL: PCO101025PT WITH SIDE MOUNTED HEATER UNIT AFC Powder Coating Product Specifications: Standard Features AFC ovens are built to NFPA 86 and NFPA 70 (NEC) standards utilizing an ETL listed industrial control panel. All equipment, controls swithes, and safety devices are listed by a recognized testing laboratory. Standard Safety Equipment U.V.flame detection; Pre -purge timer; Post purge timer; Exhaust fan air proving switch; Re -circulation fan air proving switch; Honeywell flame safeguard control; High temperature; Limit switxg; Dual gas valves; Explosion relief door latches. Standard Controls Siemens programsble logic controller; Allen Bradley motor controls; Omron digital temperature controller, Thermocouple sensor; Omron digital process timer; 4-20 ma modulating bumer; Main burner output regulator; Pilot burner output regulator. Construction Features Aluminized steel interior; Powder coated steel exterior: 4" interlocking wall panels; 9 1/2 # mineral wool insulation; Heavy duty high temperature re -circulating blower; Heavy duty high temperature exhaust blower; Industrial product doors with high temperature gaskets and heavy duty hinges. H 7/8" -- (� M --I— N K (22mm) T L -I- FDF --- G —I Tj--- B + Al O , + 1� 2 1/2' (64mm) -- RR -- P -- P -I I— X — W 1 " 10'-0" I—o_- Q_ (25mm) Y (25mm) FAN IS ROTATABLE IN THE FIELD BY 45' INCREMENTS. 30'-0" 30'-6" Note: For units built after 6/7/97, the number of screws and washers is 10 for the J15/30A and 12 for J50A. 6) 1/4-20 Hex Head Cap Screw 6) 1/4? Lock Washer —Air Inlet Cone With Screen Air Housing Side - Damper--/ Damper Assembly/Air Housing Mounting Gasket Damper Assembly Note: Add 3/8? to?H? for size of openin(In heat exchanger front 6 ate. )For Low Centerline Applications) F E A E(R) Note: F Add 3/8? to?H? for size of G opening in heat exchanger D C front plate. W e B " W H C L(R) W SGM., 5J8" DU. 4 Hiles 5J8' DU. 4 HNes A(R) j BURNER IS A 1,075,000 BTUH MODULATING POWER FLAME BURNER COMPLETE WITH ALL SAFETY SWITCHES AND CONTROL CABINENT FOR EASY SEVICING. INCLUDES: UV FLAME DETECTION, PRE—PURGE TIMER, HONEYWELL FLAME SAFEGUARD CONTROL WITH LOCKOUT ALARM BELL, DUAL GAS VALVES, MAIN AND PILOT GAS REGULATORS,HONEYWELL MODULATING GAS VAVLE, MAIN, PILOT AND LEAK TEST SHUT OFF VAVLES, HIGH AND LOW GAS PRESSURE SAFETY SWITCHES, HIGH TEMPERATURE UMIT SWITCH, RECIRICULATING AIR PROVING SWITCH AND EXHAUST AIR PROVING SWITCH. BUILT TO NFPA 86 STANDARDS. ALL AFC OVENS ARE PRE—ASSEMBLED AND FACTORY TESTED BEFORE SHIPPING. CONTROLS: PLC COMPUTERIZED CONTROLS FOR COMPLETE OPERATION OF OVEN ENCLOSED IN AN ETL LISTED INDUSTRIAL CONTROL PANEL INCLUDES: PANEL MOUNTED DISCONNECT, DIGITAL TEMPERATURE CONTROLLER, PROCESS TIMER WITH ALARM, ALLEN BRADLEY MOTOR STARTERS. CONTROL SWITCHES do INDICATOR LIGHTS. The 1.5 M8H J-30 Power Flame Burner requires 1100 cubic feet hex of natural gas with a minimum pressure flow rats of 7 Inches of water column pressure. k Is Imperative that we maintain a minimum of 7 Inches of water column pressure (meaekxed at the ball cock valve) at the full fine rate of 1075 M811, which equate to 1,075.000 BN -e. C4ffl0N: Gas pressure above 14 Inches of water column pressure at the burner may damage the standard regulator. in the ppievent of excessive gas nine or mrom the service to the burnerulUr appliances, we recommend a medksn re re of fhef burner �� s wthNh14 frkches of�woter colu�rror Wassurs. that will drop pressu W Power Flame Burner Reduce Gas Train to V Gas pipe here. SIDE VIEW 1' AFC POWER COATING OVEN MODEL: PCO101025PT WITH SIDE MOUNTED HEATER UNIT AFC Powder Coating Product Specifications: Standard Features AFC ovens are built to NFPA 86 and NFPA 70 (NEC) standards utilizing an ETL listed industrial control panel. All equipment, controls swithes, and safety devices are listed by a recognized testing laboratory. Standard Safety Equipment U.V.flame detection; Pre -purge timer; Post purge timer; Exhaust fan air proving switch; Re -circulation fan air proving switch; Honeywell flame safeguard control; High temperature; Limit switxg; Dual gas valves; Explosion relief door latches. Standard Controls Siemens programsble logic controller; Allen Bradley motor controls; Omron digital temperature controller, Thermocouple sensor; Omron digital process timer; 4-20 ma modulating bumer; Main burner output regulator; Pilot burner output regulator. Construction Features Aluminized steel interior; Powder coated steel exterior: 4" interlocking wall panels; 9 1/2 # mineral wool insulation; Heavy duty high temperature re -circulating blower; Heavy duty high temperature exhaust blower; Industrial product doors with high temperature gaskets and heavy duty hinges. H 7/8" -- (� M --I— N K (22mm) T L -I- FDF --- G —I Tj--- B 4 AFC, INC. CERTIF DRA JOB NAME CERTIFIED B LICENSE #—_ DESCRIPTION 06//8//(0 DATE 1 BY FINISHING SYSTEMS AFC Finishing Systems 250 AIRPORT PARKWAY, OROVILLE, CA 95965 (800) 331-7744 (1530) 533-0179 (FAX) http://www.afc—co.com email: sales®afc—co.com THIS DRAWING IS THE PROPERTY OF AFC FINISHING SYSTEMS AND IS NOT TO BE LOANED, COPIED OR DUPLICATED UNLESS IN DIRECT CONNECTION WITH AFC FINISHING SYSTEMS. ALL RIGHTS RESERVED. THIS DRAWING MUST BE RETURNED UPON REQUEST BY AFC FINISHING SYSTEMS. DRAWN FOR: WEISS MCNAIR, INC. 531 COUNTRY DRIVE,CHICO,CA 95928 DESCRIPTION: PCO12103OPT—KD ASSEMBLY DRAWN BY: JDD CHECKED BY: APPROVED BY: DATE: 01/27/16 INSTALLED BY: FIELD CHANGED BY: SCALE: DRAWING NAME: 7/32"=l' Sheet -3 + Al O 1� 2 1/2' (64mm) -- RR -- P -- P -I I— X — W 1 " I—o_- Q_ (25mm) Y (25mm) FAN IS ROTATABLE IN THE FIELD BY 45' INCREMENTS. L. M, & D ARE OUTSIDE DIMENSIONS. I ITEM DIMENSIONS ' ! - ITEM DIMENSIONS - E - ALL BASE HOLES ARE 1/2" (13mm) n n'n n n"^ DIAMETER. A 10 1/2 267. Q 1 5 7/8 149' B 6 152 RR 1 3/16: 30 ALL FAN SHAFTS ARE 1" DIAMETER WITH D 4 5/B 117 w 17 3/4 .451: 1/4" x 1/8" KEYWAY. F 6 7/8 175'- X -- 6 1/4 1159: G 5 _/81 Y 26 :660. H '17 432' z 2 51 K - 2 I/4 57 !MOTOR FRAME- 145T - L 5 127 C MINUS NW --_ 12 7/8 327 ,. x The M 3 5/8 92 4." ;,, _, 'J•;. N 1(1 1/4 2601 -5 ='1« "1, Company P 1%8 130' _. _._ 7860 0,[,,y street. Vffl *o , 8 60521 COMPACT GI FAN SIZE 85 CW UB MTR POS R 06-27-96 V_ to "MAXIMUM ALLOWABLE SHOWN _ 4 AFC, INC. CERTIF DRA JOB NAME CERTIFIED B LICENSE #—_ DESCRIPTION 06//8//(0 DATE 1 BY FINISHING SYSTEMS AFC Finishing Systems 250 AIRPORT PARKWAY, OROVILLE, CA 95965 (800) 331-7744 (1530) 533-0179 (FAX) http://www.afc—co.com email: sales®afc—co.com THIS DRAWING IS THE PROPERTY OF AFC FINISHING SYSTEMS AND IS NOT TO BE LOANED, COPIED OR DUPLICATED UNLESS IN DIRECT CONNECTION WITH AFC FINISHING SYSTEMS. ALL RIGHTS RESERVED. THIS DRAWING MUST BE RETURNED UPON REQUEST BY AFC FINISHING SYSTEMS. DRAWN FOR: WEISS MCNAIR, INC. 531 COUNTRY DRIVE,CHICO,CA 95928 DESCRIPTION: PCO12103OPT—KD ASSEMBLY DRAWN BY: JDD CHECKED BY: APPROVED BY: DATE: 01/27/16 INSTALLED BY: FIELD CHANGED BY: SCALE: DRAWING NAME: 7/32"=l' Sheet -3 MODEL, FPCC161230(4) PC -408 INTAKE FILTERS 30'-0" 30'-4" SIDE VIEW BOOTH SPECIFICATIONS CONSTRUCTION * UNIT MODEL: FPCC1612 — POWDERCOATING CARTRIDGE BOOTH * 18 GA. G-90 GALVANIZED STEEL PANELS WITH "LOCKING" SEAL FLANGES. * LENGTH= 30'-4" O.D. / 30'-0" I.D. * PANEL ASSEMBLY TYPE= 1/4" X 3/4" SELF—TAPPING SCREWS ON 12" CENTERS TYP * WIDTH= 22'-0" O.D. / 16'-0" I.D. * DOOR FRAME CONSTRUCTUON: 2" X 1-1/2" X 1/4" HRS ANGLE. * HEIGHT= 13'-0" O.D. / 12'-0" I.D. * DOOR HINGES: 4" X 4" X HEAVY DUTY STEEL ( 8—EA. PER DOOR ) * MAIN DOOR HEIGHT= 12'-0" TYPE: (B—(FOLDING) * MAIN DOOR WIDTH= 16'— 0" 16'-0" 16'-0" 16'-4" 22'-0" FRONT VIEW POWDERCOAT MODULE MODEL: PC408 POWDERCOAT MODULE * EXHAUST FAN TYPE: 25 1/2" DIAMETER NON—SPRAKING BLADE * MOTOR TYPE: 5 HP. / 3—PHASE STANDARD. * VOLTAGE= 208 / 230 / 460 AMPACITY=6.0/5.8/2.9 * C.F.M. RATING= 4,800 ® 1/2" STATIC PRESSURE * FILTER TYPE= (6) CARTRIDGE TYPE * (8) AFT FILTER= 20" X 20" X 4" 5'-4" _ 3'- 8„ ---I 4'-0" --- FRONT VIEW -2„ 25.5" DIA. EXHAUST FAN T'DIA. AIR INJE( VENTURI IN'TAK 3 0" -I TOP VIEW 1:11-_�11--iI I� SIDE VIEW 14'-6" ELECTRIC MOTOR PULSE SOLENOID VALVE SSURE TANK LIGHTING SPECIFICATIONS * LIGHT FIXTURE TYPE= L.D.P.I. 4—TUBE FLORESCENT U. L. LISTED * VOLTAGE= STANDARD: 120 / 60 HRTZ. AMPACITY: 1.66 PER FIXTURE. * QUANITY= 14—EA. TOTAL. * TYPE = STANDARD OPEN = 14—EA. I-ISTty I ntertek 53993 SPRAY APPLICATIONS USING FLAMMABLE AND COMBUSTIBLE MATERIALS CONFORMS TO NFPA STD.33 AFC, INC. CERTIF DRA JOB NAME CERTIFIED B LICENSE # REV. I DESCRIPTION FINISHING SYS' E 0S AFC Finishing Systems 50 AIRPORT PARKWAY, OROVILLE, CA 95965 (800) 331-7744 (530) 533-0179 (FAX) http://www.afc—ca.com email: sales@afc—co.com THIS DRAWING IS THE PROPERTY OF AFC FINISHING SYSTEMS AND IS NOT TO BE LOANED, COPIED OR DUPLICATED UNLESS IN DIRECT CONNECTION WITH AFC FINISHING SYSTEMS. ALL RIGHTS RESERVED. THIS DRAWING MUST BE RETURNED UPON REQUEST BY AFC FINISHING SYSTEMS. DRAWN FOR: WEISS MCNAIR,INC. 531 COUNTRY DRIVE, CHICO,CA 95928 DESCRIPTION: MODEL: FPCC161230(4) PC -408 ELEVATION DRAWN BY: JDD CHECKED BY: APPROVED BY: DATE: 01/27/16 INSTALLED BY: FIELD CHANGED BY: SCALE: DRAWING NAME: 3/8"=1' Sheet -4 DRY -0 30'-0" SIDE VIEW TOP VIEW i 13'-0" 16'-0" 16-0" 17'-0" -- --- ------- FRONT VIEW -cIST�v I ntertek 53993 SPRAY APPLICATIONS USING FLAMMABLE AND COMBUSTIBLE MATERIALS CONFORMS TO NFPA STD.33 DRY -OFF BOOTH SPECIFICATIONS * UNIT MODEL: D81612 ( DRY—OFF BOOTH SINGLE WALL ) * LENGTH= 30'-0" O.D. / 30'-0" I.D. * WIDTH= 17'-0" O.D. / 16'-0" I.D. * HEIGHT= 12'-2" O.D. / 12'-0" I.D./ * MAIN DOOR HEIGHT= 12'-0" * MAIN DOOR WIDTH= 16'-0" * MAIN DOOR TYPE= DOUBLE BI—FOLDING CONSTRUCTION * 18 GA. G-90 POWDERCOATED STEEL PANELS WITH "LOCKING" SEAL FLANGES. * PANEL ASSEMBLY TYPE= 1/4" X 3/4" SELF—TAPPING SCREWS ON 10" CENTERS TYP * DOOR FRAME CONSTRUCTUON: 2" X 1-1/2" X 1/4" HRS ANGLE. * DOOR HINGES: 4" X 4" X HEAVY DUTY STEEL ( 4—EA. PER DOOR ) DE -AIR MAKE-UP UNIT * UNIT MODEL : 1—AMS 1000 AIR MAKE UP * CFM DISPLACEMENT = 12,000 CFM * ESTIMATED WEIGHT = 1,500 LBS. * DIMENSIONS LENGTH = 74 1/4" DEPTH = 66" HEIGHT = 43" * FAN TYPE: ( 1—EA. ) 34" * B. T. U. DISPLACEMENT = 1,075,000 POWER FLAME GUN TYPE BURNERI * TEMPERATURE RISE ABOVE AMBIENT = 80 DEGREES. * FUEL TYPE : NATURAL GAS OR PROPANE * FUEL INLET PRESSURE: (7" TO 14" w.c.) MAX 18" w.c. * FUEL INLET GAS TRAIN SIZE : 1" * BLOWER MOTOR SIZE : ( 1—Each ) 3HP,3PH,480VOLT * SUPPLY VOLTAGE : 230 / 3 / 60 / ( AMPS. 000000 TOTAL) * INTAKE AIR FILTER TYPE : (8)PF2050 PREFILTERS * REMOTE CONTROL PANEL TYPE : CP2D AFC, INC. CERTIF DRA J013 NAME CERTIFIED B LICENSE #_-_____ V�l *41,ml ... P� 1 ... A 01 P * LIGHT FIXTURE TYPE= 4—TUBE FLORESCENT OPEN TYPE U. L. LISTEDI * VOLTAGE= STANDARD: 120 / 60 HRTZ. AMPACITY: 1.66 PER FIXTURE. * QUANTITY= 12—EA. TOTAL. EXHAUST SPECIFICATIONS * EXHAUST FAN= (1) 12" DIAMETER 6 BLADE PROVIDES 1.800 CFM @ 1/2" S.P. * MOTOR= (1) 1/2 HP, 1 PH, 230/460 VOLT * TURBO CURE= FOUR FAN TURBO CURE SYSTEM Weiss McNair. Inc. 531 Country Drive Chico, CA 95928 480VAC 3 -Phase 60HZ (Electrical Drawing Load requirements based on 480 volt 3-phase 50 amp power supply 1-PC/CP4 CONTROL PANEL L1 L1 L1 5HP Dust Collector 1-PC408 @ 125% THHN, 1-14 AWG THHN 9.5 A 9.5 A 9.5 A 5HP Dust Collector 1-PC408 GROUND WIRE. 7.6 A 7.6 A 7.6 A 5HP Dust Collector 1-PC408 7.6 A 7.6 A 7.6 A 5HP Dust Collector 1-PC408 2-14 AWG 7.6 A 7.6 A 1 7.6 A 14 -Booth Light 277volt @ 0.5 AMP EACH GROUND WIRE 7 A 7 --LIGHT FIXTURES 277V 7 A AMP EACH Control Transformer for PC/CP-4 2-14 AWG THHN WIRES 5 A 5 A 1-14 AWG THHN GROUND WIRE TOTAL 39.3 A 37.3 A 44.3 A *Recommended Circuit 480 VAC 3-PHASE 50 AMP Feed with Neutral P 408 DUST COLLECTOR A 5HP 480V 3-PHASE @ 125% 9.5 FLA 3 12 AWG THHN WIRE, 1 12 AWG THHN WIRE GROUND PULSE VALVE 3-14 AWG THHN WIRES 3 1-14 AWG THHN GROUND WIRE 1-14 AWG THHN NEUTRAL WIRE 120 VAC 1 -PHASE POWDER COATING CONTROL PANEL PULSE VALVE 3-14 AWG THHN WIRES 3 1-14 AWG THHN GROUND WIRE 1-14 AWG THHN NEUTRAL WIRE 120 VAC 1 -PHASE * UNIT MODEL: PC/CP-4 CONFORMS TO UL STD 508A * AUTOMATED CONTROLS * TIMED PULSE CLEANING SEQUENCE ON/OFF SWITCH * EATON CUTLER HAMMER MOTOR PROTECTION AND CONTROL DEVICES * LIGHTING ON/OFF SWITCH * (E -STOP) EMERGENCY SHUT DOWN BUTTON * CONTROL PANEL DOOR DICONNECT SWITCH * TERMINAL STRIP FOR EASY FIELD WIRING OF ALL FACTORY SUPPLIED COMPONENTS ON PAINT BOOTH. I-lSit" I ntertek ETL LISTED INDUSTRIAL CONTROL EQUIPMENT 53993 CONFORMS TO UL STD 508a PC/CP4 CONTROL PANEL PC/CP4 CONTROL PANEL PC408 DUST COLLECTOR A8 5HP 480V 3-PHASE @ 7.6 FLA 3-12 AWG THHN WIRE, 1-12 AWG THHN WIRE GROUND x I I �Ij I. II I III , I I I f1 Ilj „ TO SUPPLY POWER PULSE VALVE THHN, 1-14 AWG THHN 3-14 SUPPLY POWER THHN WIRES-� 1-14 AWG 480V 3-PHASE @ 50 FLA GROUND WIRE. 1-14 AWG THHN 3-6 AWC THHN WIRE, 120 VAC 1 -PHASE 1-8 AWG THHN WIRE GROUND 7 -LIGHT FIXTURES 277V @ 0.5 AMP EACH 2-14 AWG THHN WIRES A 1-14 AWG THHN GROUND WIRE 7 --LIGHT FIXTURES 277V @ 0.5 AMP EACH 2-14 AWG THHN WIRES ZIL 1-14 AWG THHN GROUND WIRE PC408 DUST COLLECTOR A8 5HP 480V 3-PHASE @ 7.6 FLA 3-12 AWG THHN WIRE, 1-12 AWG THHN WIRE GROUND x I I �Ij I. II I III , I I I f1 Ilj „ TO SUPPLY POWER PULSE VALVE THHN, 1-14 AWG THHN 3-14 AWG THHN WIRES-� 1-14 AWG THHN GROUND WIRE. 1-14 AWG THHN NEUTRAL WIRE 120 VAC 1 -PHASE PC408 DUST COLLECTOR U 5HP 480V 3-PHASE @ 7.6 FLA 3-12 AWG THHN WIRE, 1-12 AWG THHN WIRE GROUND PULSE VALVE n 3-14 AWG THHN WIRES 3� 1-14 AWG THHN GROUND WIRE 1-14 AWG THHN NEUTRAL WIRE 120 VAC 1 -PHASE PC408 DUST COLLECTOR L�, 5HP 480V 3-PHASE @ 7.6 FLA 3-12 AWG THHN WIRE, 1-12 AWG THHN WIRE GROUND I Al2-14 2-14 AWG THHN, 1-14 AWG THHN GROUND - Y2" EMT CONDUIT A3-14 ANG THHN, 1-14 AWG THHN NEUTRAL,1-14 AWG THHN GROUND -Y2" EMT CONDUIT AR 3-12 AWG THHN, 1- 12 AWG THHN GROUND - 3/4" EMT CONDUIT 1A0 3-6 AWG THHN WITH NEUTRAL, 1-6 AWG THHN GROUND 1-8 - 1" EMT CONDUIT #10 SOLID COPPER WIRE a ,,-PIPE GROUNDING CLAMP �T! r NEC 2011: 250 104 BONDING OF PIPING SYSTEMS AND EXPOSED STRUCTURAL STEEL. (B) OTHER METAL PIPING. IF INSTALLED IN, OR ATTTACH T0, A BUILDING OR STRUCTURE, A METAL PIPING SYSTEM (S), INCLUDING GAS PIPING, THAT IS LIKELY TO BECOME i_NERGI_ ED SHALL BE BONDED TO THE SERVICE EQUIPMENT ENCLOSURE; THE. GROUNDED CONDUCTOR AT THE SERVICE; THE GROUND ELECTRODE CONDUCTOR, IF OF SUFFICIENT SIZE; OR TO ONE OR MORE GROUNDING ELECTRODES USED. THE BONDING CONDUCTOR (S) OR JUMPERS (S). THE EQUIPMENT GROUNDING CONDUCTOR FOR THE CIRCUIT THAT IS LIKELY TO ENERGIZE THE PIPING SHALL BE PERMITTED TO SERVE AS i THE BONDING MEANS. THE POINTS OF ATTACHMENT OF BONDING I JUMPER (S) SHALL BE ACCESSIBLE. PIPE GROUNDING CLAMP SCH 40 GAS PIPE CFC 2013 SECTION 2403,2 .5 GROUNDING. METAL PARTS OF SPRAY" BOOTHS, EXHAUST DUCTS AND PIPING SYSTEMS CONVEYING CLASS I OR II LIQUIDS SHALL BE ELECTRICALLY GROUNDED IN ACCORDANCE WITH CALIFORNIA ELECTRICAL CODE. METALLIC PARTS LOCATED IN RESIN APPLICATION AREAS, INCLUDING BUT NOT UMFFED TO EXHAUST DUCTS VENTILATION FANS, SPRAY APPLICATION EQUIPMENT, WORKPIECES AND PIPING, SHALL BE ELECTRICALLY GROUNDED. #10 SOLID COPPER WIRE GROUNDING BAR LOCATED IN CONTROL PANEL /_ ® ®®® ® ®®®® ® ®®® ® R EV. CFC 2013 SECTION 2403.25 GROUNDING. METAL. PARTS OF SPRAY BOU[HS, EXHAUST DUCTS AND PIPING SYSTEMS CONVEYING CLASS I OR U LIQUIDS SHALL BE ELECTRICALLY GROUNDED IN ACCORDANCE W11H CALIFORNIA ELECTRICAL CODE. METALLIC PARTS LOCATED IN RESIN APPLICATION AREAS, INCLUDING BUT NOT LIMITED TO EXHAUST DUCTS VENTILATION FANS, SPRAY APPLICATION EQUIPMENT, WORKPIECES AND PIPING, SHALL BE ELECTRICALLY GROUNDED. AFC, INC. CERiI DRAWL J013 NAME CERTIFIED B LICENSE # DESCRIPTION DATE 1 BY ASM AMW FINISHING SYSTE&fS AFC FINISHING SYSTEMS 250 AIRPORT PARKWAY, OROVILLE, CA 95965 (800) 331-7744 (530) 533-0179 (FAX) http://www.ofc-co.com email: soles@afc-co.com THIS DRAWING IS THE PROPERTY OF AFC FINISHING SYSTEMS AND IS NOT TO BE LOANED, COPIED OR DUPLICATED UNLESS IN DIRECT CONNECTION WITH AFC FINISHING SYSTEMS. ALL RIGHTS RESERVED. TRIS DRAWING MUST BE RETURNED UPON REQUEST BY AFC FINISHING SYSTEMS, DRAWN FOR WEISS McNAIR DESCRIPTION: Electrical Powder Coat Booth Drawing DRAWN BY: CHECKED BY: ` APPROVED BY: DATE: 01/21/16 JDD INSTALLED BY: FIELD CHANGED BY: SCALE: DRAWING NAME: 48 or 1/4"=1' SHEET -7 Weiss McNair. Inc. 531 Country Drive 480VAC 3 -Phase 60HZ (Electrical Drawing) Chico, CA 95928 ETL LISTED Load requirements based on 480 volt 3—phase 40 amp power supply 1—CP2D CONTROL PANEL WITH DIGITAL THERMOSTAT L1 L2 L3 3HP AMU FAN MOTOR @ 125% 6 A 6 A 6 A 1 HP EXHAUST FAN MOTOR @ 1.8 FLA 1.8 A 1.8 A 1.8 A 4—TURBO CURE FAN MOTOR @ 2 FLA AWG 8 A 8 A 6—LIGHT FIXTURES 277V @ 0.5 AMP EACH 6A GROUND —� Y" EMT CONDUIT 6—LIGHT FIXTURES 277V @ 0.5 AMP EACH AWG THHN, 6 A Control Transformer for CP2D and AMS THHN 15 A 15 A TOTAL 7.8 A 33.8 A 33.8 A *Recommend Circuit 480 VAC 3—PHASE 40 AMP FEED WITH NEUTRAL ntertek EQUIPMENT 53993 CONFORMS TO UL STD 508a CONTROL PANEL WITH DIGITAL THERMOSTAT: CP2D CP2D CONTROL PANEL WITH DIGITAL THERMOSTAT BURNER CONTROL 5� 2-14 AWG THHN WIRES 1-14 AWG THHN GROUND WIRE 1—SHIELDED PAIR CONTROL PANEL WITH DIGITAL THERMOSTAT * UNIT MODEL: CP2D CONFORMS TO UL STD 508A * SYSTEM SWITCH TO SWITCH BETWEEN OFF AND CURE MODE * EATON CUTLER HAMMER MOTOR PROTECTION AND CONTROL DEVICES * DIGITAL THERMOSTAT * LIGHTING ON/OFF SWITCH * (E—STOP) EMERGENCY SHUT DOWN BUTTON * CONTROL PANEL DOOR DICONNECT SWITCH * TERMINAL STRIP FOR EASY FIELD WIRING OF ALL FACTORY SUPPLIED COMPONENTS ON PAINT BOOTH. 1A 2-14 AWG INDUSTRIAL 1-14 AWG THHN GROUND — Y" EMT CONDUIT A3-12 AWG CONTROL 1-14 AWG THHN GROUND —� Y" EMT CONDUIT A2-14 AWG THHN, 1-14 *Recommend Circuit 480 VAC 3—PHASE 40 AMP FEED WITH NEUTRAL ntertek EQUIPMENT 53993 CONFORMS TO UL STD 508a CONTROL PANEL WITH DIGITAL THERMOSTAT: CP2D CP2D CONTROL PANEL WITH DIGITAL THERMOSTAT BURNER CONTROL 5� 2-14 AWG THHN WIRES 1-14 AWG THHN GROUND WIRE 1—SHIELDED PAIR CONTROL PANEL WITH DIGITAL THERMOSTAT * UNIT MODEL: CP2D CONFORMS TO UL STD 508A * SYSTEM SWITCH TO SWITCH BETWEEN OFF AND CURE MODE * EATON CUTLER HAMMER MOTOR PROTECTION AND CONTROL DEVICES * DIGITAL THERMOSTAT * LIGHTING ON/OFF SWITCH * (E—STOP) EMERGENCY SHUT DOWN BUTTON * CONTROL PANEL DOOR DICONNECT SWITCH * TERMINAL STRIP FOR EASY FIELD WIRING OF ALL FACTORY SUPPLIED COMPONENTS ON PAINT BOOTH. 1A 2-14 AWG THHN, 1-14 AWG THHN GROUND — Y" EMT CONDUIT A3-12 AWG THHN, 1-14 AWG THHN GROUND —� Y" EMT CONDUIT A2-14 AWG THHN, 1-14 AWG THHN GROUND WIRE 1—SHIELDED PAIR —3/4" EMT CONDUIT. A 3-12 AWG THHN, 1-12 AWG THHN GROUND — 3/4" EMT CONDUIT A9 3-8 AWG THHN WITH NEUTRAL, 1-8 AWG THHN GROUND 1--10 — 3/4" EMT CONDUIT ,-PIPE GROUNDING CLAMP #10 SOLID COPPER WIRE M 1. y ( NEC 2011. 250.104 BONDING OF PIPING SYSTEMS AND EXPO.`KD STRUCTURAL STEEL. (B) OTHER METAL PIPING. IF INSTALL.ED IN, OR ATTTACH TO, A BUILDING OR STRUCTURE, A METAL PIPING SYSTEM (S), INCLULWiG GAS PIPING, THAT IS LIKELY TO BECOME. ENERGIZED SHALL BE RONDED TO THE SERVICE EQUIPMENT ENCLOSURE; THE GROUNDED CONDUCTOR AT THE SERVICE; THE GROUND ELECTRODE CONDUCTOR, IF OF' SUFFICIENT SIZE; OR TO ONE OR MORE GROUNDING ELECTRODES USED, THE BONDING CONDUCTOR (S) OR .JUMPERS (S). THE EQUIPMENT GROUNDING CONDUCTOR FOE THE CIRCUf THAT IS LIKELY TO ENERGIZE THE PIPING SHALL BE PERMITTED TO SERVE AS THE BONDING: MEANS. THE POINTS OF ATTACHMENT OF BONDING JUMPER (S) SHALL BE ACCESSIBLE. PIPE GROUNDING CLAMP SCH 40 GAS PIPE CFC 2013 SECH'_" 240,3.2.5 GROUNDING METAL PARIS OF SPRAY BOOTHS, EXHAUST DUCTS AND PIPING SYSTEMS CONVEYING CLASS I OR II LIQUIDS SHALL. BE ELECTRICALLY GROUNDED IN ACCORDANCE WITH CALIFORNIA ELECTRICAL CODE.. METALLIC PARTS LOCATED IN RESIN APPLICATION AREAS, INCLUDING BUT NOT LIMITED TO EXHAUST DUCTS VENTILATION FANS, SPRAY APPLICATION EQUIPMENT, WORKPIECES AND PIPING. SHALL BE ELECTRICALLY GROUNDED. #10 SOLID COPPER WIRE GROUNDING BAR LOCATED IN CONTROL PANEL ® ®®® ® ®®®® Q ®®® REV. CFC 2013 SECTION 2403.1.5 GROUNDING. METAL PARIS OF SPRAY BOOTHS. EXHAUST DUCTS AND PIPING SYSTEMS CONVEYING CLASS I OR li LIOUIDS SHALL BE ELECTRICALLY GROUNDED IN ACCORDANCE. WITH CALIFORNIA. ELECTRICAL CODE. MEIALL.0 PARTS LOCATED IN RESIN APPLICATION AREAS, INCLUDING BUT NUT LIMITED TO EXHAUST DUCTS VENTILATION FANS, SPRAT' APPLICATION EQUIPMENT, WORKPIECES AND PIPING, SHALL BE ELECTRICAI_I_Y GROUNDED. AFC, INC. CERTIF DRA JOB NAME CERTIFIED 8 LICENSE # DESCRIPTION DATE I BY AVMW _ i ✓ FINISF-1lNG SYSTEMS AFC FINISHING SYSTEMS 250 AIRPORT PARKWAY, OROVILLE, CA 95965 (800) 331-7744 (530) 533-0179 (FAX) http://www.afc—co.com email: sales@ofc—co.com THIS DRAWING IS THE PROPERTY OF AFC FINISHING SYSTEMS AND IS NOT TO BE LOANED, COPIED OR DUPLICATED UNLESS IN DIRECT CONNECTION WITH AFC FINISHING SYSTEMS. ALL RIGHTS RESERVED, THIS DRAWING MUST BE RETURNED UPON REQUEST BY AFC FINISHING SYSTEMS. DRAWN FOR: WEISS MCNAIR DESCRIPTION: Electrical Dry -Off Booth DRAWN BY: CHECKED BY: APPROVED BY: DATE: 01/21/16 JDD INSTALLED BY: FIE:I..D CHANGED BY: SCALE: DRAWING NAME: 48 or 1/4"=1' SHEET -8 NFPA 33 Standard for Spray Application Using Flammable or Combustible Materials. 2011 Edition 2011 Edition NEPA 33 Standard for Spray Application Using Flammable or Combustible Materials Chapter 5 Construction and Design of Spray Areas, Spray Rooms, and Spray Booths 5.1.2 The floor of the spray area shall be constructed on noncombustible material, limited—combustible material, or combustible material that is completely covered by noncombustible material. 5.1.4 If walls or ceiling assemblies are constructed of sheet metal, single—skin assemblies shall be no thinner than 1.2mm (0.0478 in.) and each sheet of double—skin assemblies shall be no thinner than 0.9mm (0.0359 in.). 5.1.5 Structural sections of spray booths shall be permitted to be sealed with a caulk or sealant to minimize air leakage. 5.1.6 Spray rooms shall be constructed of and separated from surrounding areas of the building by construction assemblies that have a fire resistance rating of 1 hour. 5.1.7 Enclosed spray booth and spray rooms shall be provided with means of egress that meet the requirements of NFPA 101, Life Safety Code. 5.1.8 Spray booths that are used exclusively for power coating shall meet the requirements of Chapter 15. They shall be permitted to be constructed of fire—retardant combustible materials where approved by the authority having jurisdiction. Exception: Listed spray booth assemblies that constructed of other materials shall be permitted. 5.3 Separation from Other Operations. Spray booth shall be separated from other opertions by a minimum distance of 915mm (3 ft) or by a partition, wall, or floor/ceiling assembly having a minimum fire resistance rating of 1 hour. Multiple connected spray booths shall not be considered as "other operations' except as provided for in Section 13.3. 5.3.1 Spray booths shall be installed so that all parts of the booth are readily accessible for cleaning. 5.3.2 A clear space of not less than 915mm (3 ft) shall be maintained on all sides and above the spray booth. This clear space shall be kept free of any storage or combustible construction. Exception No. 1: This requirement shall not prohibit locating a spray booth closer than 915mm (3 ft) to or directly againt an interior partition, wall, or floor/ceiling assembly that has a fire reistance rating of not less than 1 hour, provided the spray booth can be maintained and cleaned. Exception No. 2: This requirement shall not prohibit locating a spray booth closer than 915mm (3 ft) to an exterior wall or roof assembly provided the wall or roof is constructed of non— combustible material and provided the booth can be maintained and cleaned. 5.5 Vision and Observation Panels. 5.5.1 Panels for lights fixtures or for observation shall be of heat—treated glass, laminated glass, wired glass, or hammered wired glass and shall be sealed to cofine vapors, mists, residues, dusts, and deposits to the spray area. Exception: Listed spray booth assemblies that have vision panels constructed of other materials shall be permitted. 5.5.2 Panels for light fixtures shall be separated from the fixture to prevent the surface temperature of the panel from exceeding 93'C (2007). 5.5.3 The panel frame and method of attachment shall be designed to not fail under fire exposure before the vision panel fails. 5.5.4 Observation panels for spray booths that are used exclusively for powder coating processes shall be permitted to be constructed of fire—resistant combusible materials. 5.6 Ventilation. Spray areas that are equipped with ventilation distribution or baffle plates or with dry oversproy collection filters shall meet the requirements of 5.6.1. through 5.6.5. 5.6.1 Distribution plates or baffles shall be constructed of noncombusible materials and shall be readily removable or accessible for cleaning on both sides. 5.6.2 Filters shall not be used when applying materials known to be highly susceptible to spontaneous heating or spontaneous ignition. 5.6.3 Supports and holder for filters shall be constructed of noncombusible materials. 5.6.4 Oversproy collection filters shall be readily removable or accessible for cleaning or replacement. 5.6.5 Filters shall not be alternated used for different types of coating materials if the combination of materials might result in spontaneous heating or ignition. (See also Section 10.9.) 2011 Edition NFPA 33 Standard for Spray Application Using Flammable or Combustible Materials Chapter 6 Electrical and Other Sources of Ignition: 6.3.1.2 Class 1, Division 2 Locations. As defined in 500.5(8) (2) of NFPA 70, National Electrical Code, a Class 1, Division 2 location shall be any location where one the following conditions exists: (1) A flammable gas or volatile flammable liquid is handled, processed, or used but any flammable gas, vapor or liquid is confined within a closed container or a closed system from which it can escape only in case of accidental rupture or breakdown of the container or system or in case of abnormal operation of the equipment. (2) An ignitible concentration of flammable gas or vapor is normally prevented by positive mech-- anicol ventilation but might exit because of failure or abnormal operation of the ventilating equip— ment. (3) An ignitible concentration of flammable gas or vapor might occasionally be transmitted from an adjacent Class 1, Divison 1 location, unless such transmission is prevented by positive pressure ventilation from a source of clean air and effective safeguards against ventilation failure are provided. As to 2013 CFC Section 2404.3.2.5 Clear space. Spray booths shall be installed so that all parts of the booth are readily accessible for cleaning. A clear space of not less than 3 feet (914mm) shall be maintained on all sides of the spray booth. This clear space shall be kept free of any storage or combustible construction. Exceptions 1. This requirement shall not prohibit locating a spray booth closer that 3 feet (914mm) to or directly against an interior partition, wall or floor/ceiling assembly that has a fire—resistance rating of not less than 1 hour, provided the spray booth can be adequately maintained and cleaned. Exceptions 2. This requirement shall not prohibit locating a spray booth closer that 3 feet (914mm) to or directly aqoinst on exterior wall or roof assembly, provided the wall or roof is constructed of noncombustible material and the spray booth can be adequately maintained and cleaned. As to 2013 CFC Section 2404.3.2.6 Size: The aggregate area of spray booths in a building shall not excceed the lesser of 10 percent of the area of any floor pf building or the basic area allowed for a Group H-2 occupancy without area increases, as set forth in the International Building Code. The area of an individual spray booth in a building shall not exceed the lesser of the aggregate size limit or 1,500 square feet (139m ) Exception: One individual booth not exceeding 500 square feet (46m ) As to 2013 CFC: 2404.6.1.2.1 Interlocks The spraying apportus, drying apparatus and ventilating system for the spray booth or spray room shall be equipped with interlocks arranged to: 1. Prevent opertion of spraying apparatus while drying operations are in progress. 2. Purge spray vapors from the spray booth or spray room for a period of not less than 3 minutes before the drying apparatus is rendered operable. 3. Have the ventilating system maintain a safe atmosphere within the spray booth or spray room during the drying process and automatically shut off drying apparatus in the event of a failure of the ventilating system. 4. Shut off the drying apparatus automatically if the air temperature within the booth exceeds 2007 (93°C). As to 2013 CFC: 2404.4 Fire protection Spray booths and spray rooms shall be protected by an approved automatic fire extinguishing system complying with Chapter 9. Protectection shall also extend to exhaust plenums, exhaust ducts and both sides of dry filters when such filters are used. As to 2013 CFC: 2404.4.1 Fire extinguishers. Portable fire extinguishers complying with Section 906 shall be provided for spraying areas in accordance with the requirements for an extra (high) hazard occupancy. As to 2013 CFC: 2403.2.6 Smoking prohibited. Smoking shall be prohibited in flammable vapor areaa and hazarhous materials skorage rooms associated with flammable finish processes. " No Smoking" signs complying with Section 310 shall be conspicuously posted in such areas. As to 2013 CFC 2403.2.7 Welding warning signs. Welding, cutting and similar spark—producing operations shall not be conducted in or adjacent to flammable vapor areas or dipping or coating operations unless precautions have been taken to provide safety. Conspicuous signs with the following warning shall be posted in the vicinity of flammable vapor areas, dipping operations and paint storage rooms: NO WELDING THE USE OF WELDING OR CUT-IING EQUIPMENT IN OR NEAR THIS AREA IS DANGEROUS BECAUSE OF FIRE AND EXPLOSION HAZARDS. WELDING AND CUTTING SHALL BE DONE ONLY UNDER THE SUPERVISION OF THE As to 2013 CFC: 2404.7.3 Air Velocity. PERSON IN CHARGE. Ventilation systems shall be designed, installed and maintained such that the average nir velocity over the open face ad the booth, or booth cross section in the direction of airflow during spraying operations, shall not he less than 100 feet per minute (0.51m/s). As to 2013 CFC: 2404.7.7 Fan motors and belts. Electric motors driving exhaust fans shall not be placed inside booths or ducts. Fan rotating elements shall be nonferrous or nonsparking or the casing shall consist of, or be lined with, such material. Belts shall not enter the duct or booth unless the belt and pulley within theduct are tightly enclosed. As to 2013 CFC: 2404.3 Design and construction. Design and construction of spray rooms, spray booths and spray spaces shall be in accordance with Sections 1504.3 through 1504.3.3.1. As to 2013 CFC: 2404.3.1.1 Floor. Combustible floor construction in spray rooms shall be covered by approved, noncombustile, nonsparking material, except where combustible coverings, including but not limited to thin paper or plastic and strippable coatings, are utilzed over noncombustible materials to facilitate cleaning operations in spray rooms. As to 2013 CFC: 2404.3.2.1 Construction. Spray booths shall be constructed of approved noncombustible materials. Aluminum shall not be used. Where wall or ceiling assemblies are constructed of sheet metal, single—skin assemblies shall be no thinner than 0.0478 inch (18 gage) (1.2mm) and each sheet of double—skin assemblies shall be no thinner than 0.0359 inch (20 gage) (0.9mm). Structural sections of spray booths allowed to be sealed with latex—based or similar caulks and sealants. As to 2013 CFC: 2404.3.2.4 Means of egress Means of egress shall be provided in accordance with Chapter 10. Exception: Means of egress doors from premonfactured spray booths shall not be less than 30 inches (762mm) in width by 80 inches (2032mm) in height. As to 2013 CFC: 2404.6.2.1 Glass panels Panels for luminaires or for observation shall be heat—treated glass, wired glass or observation shall be heat—treated glass, wired glass or hammered wire glass and shall be sealed to confine vapors, mists, residues, dusts and deposits to the flammable vapor area. Panels for luminaires shall be separated from the luminaire to prevent the suface temperature of the panel from exceeding 200'F (93'C). As to 2013 CFC: 2404.6.2.2 Exterior luminaires. Luminaires attached to walls or ceilings of a flammable vapor area, but outside of any classified area and separated from the flammable vapor areas by vapor—tight glass panels, shall be suitable for use in ordinary hazard locations, Such luminaires shall be seviced from outside the flammable vapor areas. As to 2013 CFC: 2404.6.2.3 Integral luminaires. Luminaires that are on integral part of the walls or ceiling of flammable vapor area arra allowed to be separated from the flammable vapor area by glass panels that are anintegral part of the luminaire. Such luminaires shall be listed for use in Class 1, Division 2 or Class II, Division 2 locations, whichever is applicable, and also shall be suitable for accumulations of deposits of combustible residues. Such luminaires are allowed to be serviced from inside the flammable vapor area. As to 2013 CFC: 2404.7.6 Termination point. The termination point for exhaust ducts discharging to the atmosphere shall not be less than the following distances: 1. Ducts conveying explosive or flammable vapors fumes or dusts: 30 feet from the lot line; 10 feet from openings into the building; 6 feet from exterior walls and roofs; 30 feet from combustible walls or openings into the building that are in the direction of the exhaust discharge; 10 feet above adjoining grade. 2. Other product—convey outlets: 10 feet from the lot line; 3 feet from exterior walls and roof; 10 feet from openings into the building; 10 feet above adjoining grade. As to 2013 CMC: 505.1 General A mechanical ventilation or exhaust system shall be installed to control, capture, and remove emissions generated from product use or handling where required in accordance with the building code or fire code and whero such emissions result in a hazard to life or property. The design of the system shall be such that the emissions are confined to the area in which they are generated by air currents, hoods, or enclosures and shall be exhausted by a duct system to a safe loc;otion or treated by removing contaminants. Ducts conveying explosives or flammable vapor, fumes, or dust shall extend driectly to the exterior of the building without entering other spaces and shall not extend into or through ducts and plenums. Exception: Ducts conveying vapor or fumes having flammable consitituents less than :''> percent of their lower flammability Limit (LFL) shall be permitted to pass through other spaces. As to CMC 506,7 DUCT CLEARANCES: 2012 CALIFORNIA MECHANICAL CODE SECTION 506.7 DUCT CLEARANCES: DUCT AND SYSTEM COMPONENTS HANDLING COMBUSTIBLE MATERIAL AND OPERATING AT LESS THAN 140-F (60'C) SHALL HAVE A CLEARANCE OF NOT LESS THAN 18 INCHES (457MM) FROM COMBUSTIBLE CONSTRUCTION OR COMBUSTIBLE MATERIAL. [NFPA 91:4.6.2] EXCEPTIONS: (1) WHERE THE DUCTWORK SYSTEM IS EQUIPPED WITH AN APPROVED AUTOMATIC EXTINGUISHING SYSTEM DESIGNED FOR APECIFIC HAZARD,THE CLEARANCE SHALL BE PERMITTED TO BE REDUCED TO 6 INCHES (152mm) FROM COMBUSTIBLE MATERIALS AND 1/2 OF AN INCH (12.7mm) FROM COMBUSITIBLE CONSTRUCTION. [NFPA 91:4.6.2.1] (2) WHERE THE COMBUSTIBLE MATERIAL AND CONSTRUCTION IS PROTECTED BY THE USE OF MATERIALS OR PRODUCTS LISTED FOR PROTECTION PURPOSES OR IN ACCORDANCE WITH TABLE 506.7. AT TABLE 506.7. FORM OF PROTECTION: (C) 0.024 OF AN INCH (NO. 24 GAUGE) SHEET METAL OVER 1 INCH GLASS FIBER OR MINERAL WOOL BATTS REINFORCED WITH WIRE, OR EQUIVALENT, ON REAR FACE WITH NOT LESS THAN 1 INCH AIR GAP (MINIMUM ALLOWABLE REDUCTION IN CLEARANCE "PERCENT" ) AS WALL PROTECTOR 66% AND AT CEILING 66%. AFC, INC. CERTIF?J DRAW1 G JOB NAME CERTIFIED B LICENSE #__-_ y0 MAN DOOR BERSERVATION WINDOW 2P BRIXON LATCH II TYPICAL DOOR LIMIT NOTE: ALL ELECTRICAL WIRING TO COMPLY WITH NFPA 70, THE VERTICAL WALL PANEL f SWITCH INSTALLATION NATIONAL ELECTRIC CODE, LATEST EDITION, UNLESS STATED i �} OTHERWISE BY LOCAL AUTHORITY HAVING JURISDICTION. ACCESS DOOR FRAME -14X4" TEK SCREWS �- FLEX CONDUIT / 4 NEC APPROVED POUR FITTIN/,-(I'N NEC i APPROVED HAZARDOUS POUR LOCATION EATON CUTLER -HAMMER MODEL: 10316H1002 LIMIT SWITCH FITTING LIMIT SWITCHBRACKET TYPE LX HAZARDOUS LOCATION LIMIT SWITCH J I ( I DOOR BRACKET DESIGNED FOR EXTREME ENVIRONMENTAL SERVICE ° IN NEMA 7-9 LOCATIONS WHERE EXISTS A DANGER ACCEss DOOR �� - - ° AN INTERNAL OR EXTERNAL EXPLOSION OF FLAMMABLE r DOOR HINGE GASES, VAPORS, METAL ALLOY OR GRAIN DUST. \ C� LEFT DRIVE DOOR RIGHT DRIVE DOOR ADJUSTMENT SCREW MAN DOOR BERSERVATION WINDOW 2P BRIXON LATCH II FLEX CONDUIT f TYPICAL DOWNFLO MAN -DOOR LIMIT SWITCH �} ,A]DJUSTMENT BRACKET OR OUT) (UP OR DOWN) NEC APPROVED POUR FITTIN/,-(I'N HAZARDOUS LOCATION LIMIT SWITCH HEADER PANEL DOOR BRACKET - - BRIXON LATCH TO MAN ACCESS DOOR LEFT DRIVE DOOR RIGHT DRIVE DOOR AFC 2P Brixon Latch TYPICAL DRIVE—DOOR LIMIT SWITCH TEK SCREW SIZE 1/4"-14 X 3/4" SHEAR LOAD PER SCREW THRU LAPPED 18 GAGE PANEL 1442 LBS. DRILL & TAP SCREW 2500 HEX WASHER 1/4 — 14 x 3/4 PANEL A 18GA GALVANIZED STEEL, CQ/LFQ A653 SH A40 NCT, G-90 RATING OF 1.25 OZ PER SQUARE FOOT — TEK SCREW SIZE 1/4"-14 X 3/4" SHEAR LOAD PER SCREW THRU LAPPED 18 GAGE PANEL 1442 LBS. 1 DRILL & TAP SCREW 3 3 2500 HEX WASHER 3 4 4 1/4 — 14 x 3/4 4 15 PANEL A 5 GA 116 18GA LVAN1 IZED 1 PANEL B PANEL B 18CA GALVANIZED STEEL, CQ/LFQ A653 18GA GALVANIZED I 2 STEEL, CQ/ LFQ A653 SH A40 NCT, G-90 STEEL, CQ/LFQ A653 RATING OF 1.25 OZ SH A40 NCT, G-90 SH A40 NCT, G-90 RATING OF 1.25 OZ PER SQUARE FOOT RATING OF 1.25 OZ PER SQUARE FOOT —\ PER SQUARE FOOT INSIDE SERVICE LIGHT DOORS ASSEMBLY BOOTH VERTICAL WALL PANEL TYPICAL ANCHOR SPACING IS 24" ON CENTERS CUT 22"X 56 3/4" HOLE IN VERTICAL WALL PANEL PLACE INSIDE SERVICE LIGHT FRAME IN HOLE USE 3/16" POP RIVETS TO ATTACH LIGHT FRAME TO VERTICAL WALL PANEL BASE ANGLE WEDGE ANCHOR DETAIL ............. SE 3/16" POP RIVETS TO ATTACH LIGHT FIXTURE TO INSIDE SERVICE LIGHT FRAM - 2�r - FOUR LIGHT FIXTURE TUBES BOOTH EXTERIOR BOOTH INTERIOR I TEK SCREW I I I ' I TEK SCREW MINIMUM 3000 PSI CONCRETE\ TYPICAL PANEL WIDTH an TYPICAL PANEL WIDTH TYPICAL COMPANION CONNECTION DETAIL TYPICAL INTERLOCKING CONNECTION DETAIL ROOF PANEL TYP. - 24" x 120" 18GA GALVANIZED STEEL TIE-IN ANGLE TYP. - 2"x2"x120" 14GA GALVANIZED STEEL WALL PANEL TYP. - 20" x 120" 18GA GALVANIZED STEEL 14 x 4 SELF -DRILL TEK SCREWS, 1" FROM ENDS, 24" ON CENTER 1/4- 14x3/4-1 SELF -DRILLING TEK SCREWS MIN. 2 PER ROOF PANEL WALL TO ROOF CONNECTION DETAIL TEK SCREW SIZE 1/4"-14 X 3/4" SHEAR LOAD PER SCREW THRU LAPPED 18 GAGE PANEL 1442 LBS. AF INC. CERTIF D DRA JOB NAME CERTIFIED BY LICENSE #! PLENUM PANEL TYP. - 20" x 120" 1 GA GALVANIZED STEEL 1/4 - 14 x 3/4 DRILL & TAP SCREWS 2500 HEX WASHER 24" ON CENTER INTAKE FILTER CELL BANK TYP. - 40" x 120" 18GA GALVANIZED STEEL HIP PANEL TYP. - 34" x 120" — 18GA GALVANIZED STEEL HIP TO PLENUM CONNECTION DETAIL CONCRETE FLOOR 6" —1— a ° a a a d 4 °d a ° °°a d4 4 ° ° a ° d.° a ° I— a Q° L._ ° 41 RED HEAD TRUBOLT WEDGE ANCHOR ANCHOR DIA: 3/8" MINIMUM EMBEDMENT DEPTH: 2" ° STEEL STRENGTH (TENSION) 4,200 LBS STEEL STRENGTH (SHEAR) 1,830 LBS (FOR SEISMIC LOADS=1,54 ) TENSION AND SHEAR VALUES (Ibs/ kn) in concrete ICC EVALUATION SERVICE, INC-# ESR -2427 4 9 d ° 4 ° 4° d MINIMUM 3000 PS CONCRETE 4" MINIMUM CONCRETE SLAB THICKNESS ICC EVALUATION SERVICE, INC—# ESR -2427 Reissued November 1, 2015 This report is subject to renewal November 1, 2016 VERTICAL WALL PANEL TYP. - 24" x 96" 18GA GALVANIZED STEEL -BASE ANGLE TYP. - 2 x 2 x 120 14GA GALVANIZED STEEL --1 /4 - 14 x 3/4 DRILL & TAP SCREW 2500 HEX WASHER AT LEAST 2 PER VERTICAL PANEL HIP PANEL CONNECTION ANGLE TYP. - 2"x2"04", 45' NOTCH ONE SIE 14GA GALVANIZED STEEL �P_\0 0 x;1P��°c0� 00 I AA gs 1 , ,. Gro \e p� J--.---✓ AFC205 LIGHT FIXTURE ASSEMBLY TEK SCREW 1/4"X3/4"X14 18GA STEEL LIGHT CLIPS AFC205 FOUR TUBE LIGHT FIXTURE z---18GA STEEL LIGHT CLI AFC205 LIGHT FIXTURE DETAIL EDGE ON VIEW INSIDE BOOTH BOOTH LIGHT PANEL 1/4 : TEMPERD SAFETY GLASS 19.5"X53.5" 1 `'WIDE 1/8" THICK DOUBLE FACE TAPE TO FORM A :AIR TIGHT VAPOR BARRIER BETWEEN FRAME AND GLASS WINDOW OUTSIDE BOOTH AFC205 LIGHT FIXTURE LIGHT CLIP -� TEK SCREW 1/4" TEMPERED SAFETY GLASS — • 18GA STEEL LIGHT FRAME TYPICAL 18GA STEEL PANE VERTICAL WALL OUTSIDE --- VERTICAL WALL INSIDE MODEL: AFC 280 MAGNETIC AIR VALVE DIA. PIPE QUICK CONNECT SUPPLY AIR--- I ; I . : 3 PAINTERS AIR HOSE J X ELECTRICAL WIRES DWYER MARK II MANOMETER DETAIL AFC 250 Manometer 1. MOUNT MANOMETER ON WALL OF BOOTH 2. USE LEVELING GAUGE AND LEVEL UNIT 3. INSTALL "HIGH" SENSOR TO MEASURE PRESSURE INSIDE BOOTH 4. INSTALL "LOW" SENSOR TO MEASURE PRESSURE INSIDE EXHAUST CHAMBER 5. FILL MANOMETER WITH INCLUDED RED MANOMETER FLUID 6. ADJUST TO READ ZERO (0) INCHES W.C. WITH BOOTH OFF 7. APPLIED GREEN ARROW TO THE .50"W.C. MARK. 8. APPLIED RED ARROW TO THE 1 "W.C. MARK. HIGH SENSOR OW SENSOR (INSIDE EXHAUST CHAMBER) (INSIDE BOOTH FLUID FILL ^� u HOLE- ---,,,.o Dyer 0 3 MARK 11 2 INCHES OF WATER COWnry -.05 0 .10 .20 .30' 50 nCD ZERO ADJUSTMENT-� L LEVEL GAUGE UNIT MUST BE LEVEL EX HAU I FAVI 2` 11/2" TUBE.---AXiAi_ FAN TO MOVE Cr M C(� 1/-,)" STATIC' 10GA STeE:L tb.%1L:R-WtUNT BRACKET 3/4"STEEL-iRO11ND ROD PIVOT SHAFT NON :I nlzKb^aG BLADES --\ 16G;- `JEEL Ffl.J TUBE...) I ) I r � 26 112^ 251/7 a , 10(A 1ill. )UN11NG BRACKET -- 1HP EL/Cir?I 460 VOLA f Ir!Z --- TYPIl AI .) "'HASL ---- 25112" _._._ _-_ 3.4 AMP 4.25 0 175o rI4 I C 1' IGP Skin I r_ t �� l _ I ......_ I 16 i { _ 1 I -rye ._�-- M010P SHEAVE iho .3N lC,13l'. 16GA STEEL LINER FN Srtk 1*0 c ::;iOVr 3116" 11FE i<if - fjRCi�"J . F !_LUN BLOCK 6_ARING 1 Hp Motor enclosure Open Dripproof Brand: Dayton Mfr. Model: 2NKY2 Motor type: 3 -Phase W tG r F,rN MOTOR 41 Nameplate RPM: 1745 Voltage: 208/230/460 eUGHT OF (ANA U M010h 135 NEMA/IEC Frame: 143--5T Bearings: Double -Shielded Ball Hz: 60/50 Nominal Efficiency: 86.5 Efficiency Group: NEMA Prem Eff,MG1 Table 12-12 NEMA Premium Efficiency Motor NEMA Standard: Inverter NEMA MG 1 Port 30: Variable and 10:1 Constant Variable and 2:1 Constant Torque 2 Hp Motor weight: 48.15 lbs As to 2013 CFC: 2404.7.7 Fan motors and beks. Electric motors driving e.houst tans shall not be plocea inside booths or ducts. Fen ratoting elements shall be nonferrous or nonsporking or the casing shalt con!., -:t of, or be lined with, such material. Belts shall not enter the duct or booth unless the belt and pulley within theduct are tightly encl.,­a. I' "I P�, �' EJ F- ljN II II i.li=,Oi,i��..l TA 11 C OGA BRACKET (3) NON SPARKING BLADES 3/8" MACHINE BOLT 37' 34 ,!i 1 s ', t" 3 Hp Motor 460v 3-phase \ 3/16- STEEL MOTOR MOUNT BRACKET 3/4" STEELMROUND ROD PIVOT SHAFT 16GA ENCLOSED BELT TUBE 1—.3437"� * ---I i.::.. -- T3 Hp Motor 460v3 -phase 19.5" 18' l f MOTOR SHEAVE TWO GROOVE BROWING BELTS 37" FAN SHEAVE TWO GROOVE 34" 1" TGP SHAFT p BROWING PILLOW BLOCK BEARING T %` �f BROWING PILLOW BLOCK BEARING 19.5"18" 3 Hp Motor Enclosure: Open Dripproof Brand: Baldor Motor Mfr. Model: EM31577 Motor type: 3 -Phase Nameplate RPM: 1750 Voltage: 230/460 AMP: 5.812.9 NEMA/IEC Frame: 145T Bearings: Ball Hz: 60 Nominal Efficiency: 86.5 Com`. Efficiency Group: NEMA Prem Eff,MG1 Table 12-12 .� NEMA Premium Efficiency Motor �+•T. Standards: UL Recognized (E47479), CSA Certified (227508), CE -.-.} NEMA Standard: Inverter NEMA MG 1 Part 31: Variable and 10:1 Constant Torque r Shaft Diameter. 7/8" Duty: Continuous Xu Insulation -Class: F NEMA Premium(R) /,. Weight: 46 lbs. / FINISHING SYSTEIVS Aso AIRPORFC T ISHINGoVSYSTEMS ILLE, CA 95965 (800) 331-7744 (530) 533-0179 (FAX) http://www.ofc—co.com email: sales®afc—ca.com THIS DRAWING IS THE PROPERTY OF AFC FINISHING SYSTEMS AND IS NOT TO BE LOANED, COPIED OR DUPLICATED UNLESS IN DIRECT CONNECTION WITH AFC FINISHING SYSTEMS. ALL RIGHTS RESERVED. THIS DRAWING MUST BE RETURNED UPON REQUEST BY AFC FINISHING SYSTEMS. DRAWN FOR: WEISS McNAIR DESCRIPTION: AFC Equipment Details DRAWN BY: JDD CHECKED BY: APPROVED BY: DATE: 01-28-2016 INSTALLED BY: FIELD CHANGED BY: SCALE: 96 OR 1/8"=1' DRAWING NAME: Sheet -11 .._-._.._.._..-._... ........ _.._._.._.._ FILTER ASSEMBLY DRAWING 1/2" SQUARE NUT SQUARE NUT NOTCH MOUNTING BRACKET o -� METAURUBBER WASHER o 1 (METAL SIDE DOWN) o 3 3 DRILL & TAP SCREW RUBBER WASHER o '' 2500 HEX WASHER 3 1/2" NYLOCK NUT o 4 4 --` — 1/4 — 14 x 3/4 4 DRILL & TAP SCREW - o- - 2500 HEX WASHER ' 1/2" NYLOCK NUT 1 /4 — 14 x 3/4 o ® MOUNTING BRACKET 1/2" SQUARE NUTCD PANEL A 115 PANEL A 15 CYLINDER FILTER 18GA GALVANIZED 16 1 PANEL B 18GA GALVANIZED 16 STEEL, CQ/LFQ A653 18CA GALVANIZED STEEL, CQ/LFQ A653 PANEL B SH A40 NCT, G-90 18GA GALVANIZED 2 RATING OF 1.25 OZ STEEL, CQ/LFQ A653 SH A40 NCT, G-90 STEEL CQ LF(� A653 WHIMSH A40 NCT G-90 RATING OF 1.25 OZ ' PER SQUARE FOOT PER SH A40 NCT, G-90 RATING OF 1.25 OZ SQUARE FOOT ' PER SQUARE FOOT RATING OF 1.25 OZ PER SQUARE f- OOT TYPICAL PANEL WIDTH TYPICAL PANEL WIDTH CYLINDER FILTER METAURUBBER WASHERS GO ON THIS END FILTER HEIGHT: 52" TURN SCREW ARM FILTER OUTSIDE DIAMETER: 12.75" TYPICAL COMPANION CONNECTION DETAIL TYPICAL INTERLOCKING CONNECTION DETAIL FILTER INSIDE DIAMETER: 8,375" FILTER STYLE: OPEN / CLOSED WITH 0.54" BOLT HOLE/ WASHER ATTACHED. END CAPS: GALVANIZED METAL POTTING: POLYURETHANE GASKET: NEOPRENE 1/2" HT. MEDIA: 8 OZ SPUNBOND POLYESTER TYPICAL ANCHOR SPACINGIS 24" ON CENTERS EXHAUST FAN SURFACE AREA: 166 SQ. FT. PLEATS: 230 @ 1" DEPTH INNER SUPPORT: GALVANIZED EXPANDED METAL DOUBLE CORE BASE ANGLE WEDGE ANCHOR DETAIL 2„ 25 1/2" TUBE-AXIAL FAN TO MOVE 4,800 CFM @ 1" STATIC PRESSURE OUTER SUPPORT: 4 POLYESTER BANDS 10GA STEEL MOTOR-MOUNT BRACKET --- TEMP. 240° F 3/4"STEEL-ROUND ROD PIVOT SHAFT --1 4 14 X 4 BOOTH EXTERIOR BOOTH INTERIOR __.__� 16GA STEEL BELT TUBE — 3 I NON SPARKING BLADES POWDER COAT COLLECTOR MODULE SELF—DRILL R i LL TEK I I VERTICAL WALL PANEL MODEL: PC408 - • TYP. 24' x 96" SCREWS, 1 " FROM I 18GA GALVANIZED STEEL j �/� (6) Cartridge Filters with Reverse i pulse cleaning. Exhaust Fan with ENDS, 24" ON I ASE ANGLE i ,�/ TYP. - 2" x 2" x 120' 5Hp Motor 3-phase 460VAC, 4,800 I — --.- r%�- ROOF PANEL CENTER MINIMUM 3000 PSI CONCRETE 14GA GALVANIZED STEEL 281/2" 251/2"0 )�;) CFM. Three Pulsing Air Valve and – ,� I /4 - 14 x 3/4 - -- �C Power RecoveryBin. TYP• 24 x 120 CONCRETE FLOOR �.� 18GA GALVANIZED STEEL I 22500 E XAWA WASHER AT LEAST 2 PER 1/2" NYLOCK NUT V RTICAL PANEL \� �-1/2" SQUARE NUT ° 10GA STEEL MOUNTING BRACKET —J 5HP ELECTRIC MOTOR \ MOUNTING BRACKET � a 460 VOLT 60HZ ---- --- ° , ° ° d TYPICAL: 3-PHASE SQUARE NUT NOTCH � ° °a — -- 251x2" ---.- ------ 7.6 AMPS - - - TIE—IN ANGLE ° ," TGP SHAFT 9.5 @ 125% FLA ® TYP . — 2 "x 2 "x 12 0" ° 3/16" STEEL RING 3 a°Q ° ° � 14GA GALVANIZED STEEL ° ' - ° ° \ ... ' 1 /4 — 14 x 3/4 ° ; T; - _ cn Q ° 171/2 1fi" o�� 1 SELF—DRILLING TEK SCREWS _ a ; j_ Ali WALL PANEL MIN. 2 PER ROOF PANEL a) __ : , . MOTOR SHEAVE TWO GROOVE 1, ; --- —' RED HEAD TRUBOLT WEDGE ANCHOR 51 1 /2" ANCHOR DIA: 3/8' ` / I I P. 2O" \/ 1 2O" MINIMUM EMBEDMENT DEPTH: 2" ° ' /� \\ -- BROWNING BELT i STEEL STRENGTH (TENSION) 4,200 LBS 16GA STEEL LINER -- - FAN SHEAVE TWO GROOVE 18GA GALVANIZED STEEL STEEL STRENGTH (SHEAR) 1,830 LBS (FOR SEISMIC LOADS=1,545) 3/16" STEEL RING -- -- BROWNING PILLOW BLOCK BEARING TENSION AND SHEAR VALUES (Ibs/kn) in concrete 5Hp Motor enclosure Open Dripproof ICC EVALUATION SERVICE, INC-# ESR-2427 Brand: Dayton Mfr. Model: 4GZA4 Motor type: 3-Phase ........ ........ _ WALL TO ROOF C0NNECTI0N DETAIL g a d Nameplate RPM: 1750 Voltage: 208/230/460 ° ° ° NEMA/IEC Frame: 182T/184T Bearings: Double-Shielded Ball WEIGHT OF FAN: 86 LBS CYLINDER FILTER - —_---_ WEIGHT OF 5HP MOTOR: 87 LBS Hz: 60/50 Nominal Efficiency: 89.5 WEIGHT OF FAN AND MOTOR 173 LBS MINIMUM 3000 PSI CONCRETE Efficiency Group: NEMA Prem Eff,MG1 Table 12-12 4" MINIMUM CONCRETE SLAB THICKNESS NEMA Premium Efficiency Motor ICC EVALUATION SERVICE, INC— ESR-2427 Standards: UL Recognized (E47479), CSA Certified (227508) Reissued November 1, 2013 NEMA Standard: Inverter NEMA MG 1 Part 30: Variable and 10:1 Constant Variable and 2:1 Constant-rorque RUBBER WASHER _ This report is subject to renewal November 1, 2014 5HpMotor weight: 87lbs METAURUBBER WASHER 5/16 HEX NUT POWDER COAT COLLECTOR MODULES MODEL: PC408 (METAL SIDE DOWN) 5/ 16 LOCK WASH E 5/16 FLAT WAS H E r POWDERCOAT MODULE MODEL: PC408 Rte• DESCRIPTION DATE BY ,% ; �r � � AUM 54 AFC, INC.'er�r CERTIFI DRAWING `�` t�rtvtswlNc��srcn�s JOB NAME n TURN SCREW ARM AFC FINISHING SYSTEMS 0 1 4CA DOOR --.. ----- CERTIFIED BYVAAW I _ _ LICENSE # 250 AIRPORT PARKWAY, OROVILLE, CA 95965 FILTER ASSEMBLY DRAWING FRAME GUSSET — ! MEDIA SPECUFICATION http://www.a —co.c m Semail: 3 sales®afcXca.com 331 7744 fc o NAME: 100% SPUN-BOND POLYESTER 5 16 MOUNTED— ��^ THIS DRAWING IS THE PROPERTY OF AFC FINISHING SYSTEMS AND IS NOT TO BE LOANED, COPIED TYPE: CONTINUOUS FILAMENT 100% POLYESTER SPUN-BOND NON-WOVEN TECHNOLOGY / f\ OR DUPLICATED UNLESS IN DIRECT CONNECTION WITH AFC FINISHING SYSTEMS. ALL RIGHTS 00TH .-2" RESERVED. THIS DRAWING MUST BE RETURNED UPON REQUEST BY AFC FINISHING SYSTEMS. AIR PERMEABILITY -(CFM/FT.2 @ 0.5" H20) 20 SUNK BOIL �' BASIS WEIGHT (LBS./3,000 SQ.FT.) 8 OZ INTERIOR I :I DRAWN FOR: 5'14" — MAXIMUM CONTINUOUS TEMPERATURE 250° F W E I S S M c N A I R MAXIMUM SHORT TERM TEMPERATURE 295° F BOOTH EXTERIO DESCRIPTION: MULLEN BURST DRY 388 PSI I AFC Equipment Details EFFICIENCY RATING @ 1 MICRON 99.3% 3._8» 1 �-- 3 0�'�—j EFFICIENCY RATING @ 0.5 MICRON 98.9%`°`""" P 4'-0" — —� DRAWN BY: CHECKED BY: APPROVED BY: DATE: 01/27/16 fAU.Yf VE" JDD DOOR FRAME GUSSET CONNECTION POWDER RECOVERY BIN INSTALLED BY: FIELD CHANGED BY: SCALE: 32 or 3/8"=11' DRAWING NAME: Sheet-12 31'-0" SIDE VIEW 30'-0" 1 H MODEL: WB1612 13'-0" 12'-0" 2'-6" 16'-0" 2'-6" 21'-0" - FRONT VIEW WASH BOOTH SPECIFICATIONS • UNIT MODEL: WB1612 ( WASH BOOTH SINGLE WALL ) . LENGTH- 30' O.D. / 30'_0• I.D. LIGHTING SPECIFICATIONS • WIDTH- 21'-0' O.D. / 20'-0' I.D. • LIGHT FIXTURE TYPE -4 -TUBE FLORESCENT OPEN TYPE U. L LISTEDI • HEIGHT- 12'-2' O.D. / 12'-0- I.O./ • VOLTAGE= STANDARD: 120 / 60 HRTZ. AMPACITY: 1.66 PER FIXTURE. • PRODUCT OPENING- HEIGHT- 12'-0' • QUANTITY= 12 -EA. TOTAL • PRODUCT OPENING WIDTH- 16'-0' f+A \ICT 10111%ar l n wi TOP VIEW • 18 GA. G-90 POWDERCOATED STEEL PANELS WITH 'LOCKING' SEAL FLANGES. • PANEL ASSEMBLY TYPE= 1/4- X 3/4' SELF -TAPPING SCREWS ON 10' CENTERS TYP. CYYAIICT 0.DCf'`ICIf''Aor19% Q • EXHAUST FAN= (1) 25 1/2' DIAMETER 6 BLADE PROVIDES 4.500 CFM O 1/2' S.P. • MOTOR= (1) 1 HP, 1PH, 230/460 VOLT • CONTROL PANEL- (1) CPI MANUAL CONTROL PANEL 21'-0" 20'-0" 16'-0" 16'-0" 20'-0" 21'-0" 12" HIGH CONCRETE STEM WALL TOP VIEW 30'-0" 31'-0" CM �ISTEO I nteftek 53993 SPRAY APPLICATIONS USING FLAMMABLE AND COMBUSTIBLE MATERIALS CONFORMS TO NFPA STD.33 AFC, INC. CERTIF DRAWL C; JOB NAME CERTIFIED B ' LICENSE # REV. DESCRIPTION DATE + D i IIS1( + + AMMJ � _.✓fes 1=INISFIING ,,YS'T'"at5 AFC Finishing Systems 30'-0" 1 H MODEL: WB1612 13'-0" 12'-0" 2'-6" 16'-0" 2'-6" 21'-0" - FRONT VIEW WASH BOOTH SPECIFICATIONS • UNIT MODEL: WB1612 ( WASH BOOTH SINGLE WALL ) . LENGTH- 30' O.D. / 30'_0• I.D. LIGHTING SPECIFICATIONS • WIDTH- 21'-0' O.D. / 20'-0' I.D. • LIGHT FIXTURE TYPE -4 -TUBE FLORESCENT OPEN TYPE U. L LISTEDI • HEIGHT- 12'-2' O.D. / 12'-0- I.O./ • VOLTAGE= STANDARD: 120 / 60 HRTZ. AMPACITY: 1.66 PER FIXTURE. • PRODUCT OPENING- HEIGHT- 12'-0' • QUANTITY= 12 -EA. TOTAL • PRODUCT OPENING WIDTH- 16'-0' f+A \ICT 10111%ar l n wi TOP VIEW • 18 GA. G-90 POWDERCOATED STEEL PANELS WITH 'LOCKING' SEAL FLANGES. • PANEL ASSEMBLY TYPE= 1/4- X 3/4' SELF -TAPPING SCREWS ON 10' CENTERS TYP. CYYAIICT 0.DCf'`ICIf''Aor19% Q • EXHAUST FAN= (1) 25 1/2' DIAMETER 6 BLADE PROVIDES 4.500 CFM O 1/2' S.P. • MOTOR= (1) 1 HP, 1PH, 230/460 VOLT • CONTROL PANEL- (1) CPI MANUAL CONTROL PANEL 21'-0" 20'-0" 16'-0" 16'-0" 20'-0" 21'-0" 12" HIGH CONCRETE STEM WALL TOP VIEW 30'-0" 31'-0" CM �ISTEO I nteftek 53993 SPRAY APPLICATIONS USING FLAMMABLE AND COMBUSTIBLE MATERIALS CONFORMS TO NFPA STD.33 AFC, INC. CERTIF DRAWL C; JOB NAME CERTIFIED B ' LICENSE # REV. DESCRIPTION DATE BY AMMJ � _.✓fes 1=INISFIING ,,YS'T'"at5 AFC Finishing Systems 250 AIRPORT PARKWAY, OROVILLE, CA 95965 (800) 331-7744 (530) 533-0179 (FAX) http://www.afc—ca.com email: sales@afc—co.com THIS DRAWING IS THE PROPERTY OF AFC FINISHING SYSTEMS AND IS NOT TO BE LOANED, COPIED OR DUPLICATED UNLESS IN DIRECT CONNECTION WITH AFC FINISHING SYSTEMS. ALL RIGHTS RESERVED. THIS DRAWING MUST BE RETURNED UPON REQUEST BY AFC FlNISHING SYSTEMS. DRAWN FOR: WEISS McNAIR INC. 531 COUNTRY DRIVE, CHICO,CA 95928 DESCRIPTION: MODEL: WB1612 WASH BOOTH/ PRETREATMENT DRAWN BY: JDD CHECKED BY: APPROVED BY: DATE: 01-28-16 INSTALLED BY: FIELD CHANGED BY: SCALE: 1i4"=1 DRAWING NAME: Sheet-13 PVC S C H 40 -------- PVC SCH 80 10 2" RET. CLARIFIER 3" PVC CROSSOVER h/ -%I I ^ rN / 4 n» I rA Inl 17- PVC T 2" RET 0/W/S WET WELL 1 1/2" TO CPR SYSTEM 24"x36" ELECT COND. FLOATS PRESSURE WASHER 4 GPM@3000 PSI BONDTITE (3'X5') PLAN VIEW 1/411 /4„ = 1'-0" DRAWN BY: a DRAWN BY: SHER PSI