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HomeMy WebLinkAboutB16-1725 000-000-000 (2)CUTLER Butler Manufacturing a division of BlueScope Buildings North America, Inc. DRAWING INDEX DRAWING TITLE COVER SHEET NOTES ANCHOR ROD PLAN PRIMARY STRUCTURAL SECONDARY STRUCTURAL COVERING SPECIAL DRAWINGS STANDARD ERECTION DETAILS PLANOGRAPH DETAILS NOTE: BUTLER BUILDING ATTACHES TO ADJACENT BUILDING AT GRIDS A VIA FLASHING AND TRIMS ONLY. THIS BUILDING DOES NOT IMPOSE ANY LOADS TO THE ADJACENT BUILDING DUE TO NON—STRUCTURAL TIE IN. AGES 1 Anchor rod drawings 2-3 Permit drawings 4 5-10 11-18 19-24 25 DRAWING RELEASE HISTORY TYPE I DATE I 6/21/2016 FOR CONSTRUCTION 6/21/2016 PERMIT SET- For Building Dept. Approval THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. 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 BUTLER MFG. 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 BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. GENERAL NOTES MATERIALS ASTM DESIGNATION 3 PLATE WELDED SECTIONS A529, A572, A1011, A1018 GRADE 55 COLD FORMED LIGHT GAGE SHAPES A653, A1011 GRADE 60 BRACE RODS A572, A510 GRADE 50 HOT ROLLED MILL SHAPES A36, A529, A572, A588, A992 GRADE 36 OR 50 HOT ROLLED ANGLES A529, A572, A588, A992 GRADE 50 HOLLOW STRUCTURAL SECTION (HSS) A500 GRADE B CLADDING A653, A792 GRADE 50 OR GRADE 80 HIGH STRENGTH BOLT TIGHTENING REQUIREMENTS 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 CONTRACT. 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 TIGHT", UNLESS INDICATED OTHERWISE IN ERECTION DRAWING DETAILS. BMF- COUNTYD VEt0PMF..NTSFFIVI,:,0.) NIr� FOR 0LIU bAit —� BY BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 VPC FILENAME 16-013705-01 620/2016 17:42:43 FOR CODs COiNTL IANCE OCT 0 112016 I�ATCEikNE_ST COI~ISULTi.`4G GROUP D rrm COUNTY 'AUG 0 8 2016 DEVELOPMENT SERVICES �1 vd ELS�,y� F/I�Fl � No. C 82293 m LIJ Exp. 3-31-18 k C l V 11- ��Pm-QF CALI\,7 COVER SHEET BUILDER: North Valley Building Systems, Inc. loea 16-013705-01 CUSTOMER: Bret Wood DATE: LOCATION. Chico, California BV!�-Eft 6/21/2016 'G DRAM HECK. PROJECT: Smuckers RG / Butler Manufacturing BUILDER'S PO# 16-930 VPCVERSION: 2016.1b PACE 1 a civision o/ BlueSw� Builoings North A—ft,Inc. 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 Building Code Building Code: California Building Standards Code - 2013 Edition Based on Building Code: 2012 International Building Code 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: Collateral Uplift: 0.00 psf Frame Weight (assumed for seismic) Wind Load Wind Speed: Vult: 110.00 (Vasd: 85.21) mph The 'Envelope Procedure' is Used Wind Exposure: C - Kz: 0.860 Parts Wind Exposure Factor: 0.860 Wind Enclosure: Partially Enclosed Topographic Factor: Kzt: 1.0000 NOT Windborne Debris Region Base Elevation: 0/0/0 Primary Zone Strip Width: 2a: 8/0/0 Parts / Portions Zone Strip Width: a: 4/0/0 Basic Wind Pressure: q: 22.66 psf VPC FILENAME 16-01370501 Country: United States Structural: 10AISC - ASD Rainfall: I: 3.30 inches per hour Cold Form: 12AISI - ASD f'c: 3000.00 psi Concrete Roof Live Load 2.08 psf Roof Live Load: 20.00 psf Reducible 2.50 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: 2 Partially Exposed - Ce: 1.00 Snow Importance: Is: 1.000 Thermal Factor: Unheated - Ct: 1.20 Ground / Roof Conversion: 0.70 Unobstructed, Slippery THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. Seismic Load Lateral Force Resisting Systems using Equivalent Force Procedure Mapped MCE Acceleration: Ss: 61.00 %g Mapped MCE Acceleration: S1: 27.00 %g Site Class: Stiff soil (D) Seismic Importance: Ie: 1.000 Design Acceleration Parameter: Sds: 0.5335 Design Acceleration Parameter: Shc: 0.3348 Seismic Design Category: D Seismic Snow Load: 0.00 psf % Snow Used in Seismic: 0.00 Diaphragm Condition: Flexible Fundamental Period Height Used: 17/8/0 Transverse Direction Parameters Ordinary Steel Moment Frames Redundancy Factor: Rho: 1.30 Fundamental Period: Ta: 0.2785 R -Factor: 3.50 Overstrength Factor: Omega: 2.50 Deflection Amplification Factor: Cd: 3.00 Base Shear: V: 0.1524 x W Longitudinal Direction Parameters Ordinary Steel Concentric Braced Frames Redundancy Factor: Rho: 1.30 Fundamental Period: Ta: 0.1723 R -Factor: 3.25 Overstrength Factor: Omega: 2.50 Deflection Amplification Factor: Cd: 3.25 Base Shear: V: 0.1642 x W THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. 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 BUTLER MFG. PERMIT #---U\---- BUTTE COUNTY DLVELC Pn,1E1JT .SLI AVIGE:b REVIEWED-) FF COD S I- Vj 6BY DATE - - --- BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE: I BY: 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 BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAvmNcscALE: 6202016 CONSUL i HNU UKUur PERMIT SET- For Building Dept. Approval CODES AND LOADS DESCRIPTION: BUILDER: North Valley Building Systems, Inc. BUTLER CUSTOMER. Bret Wood LOCATION: Chico, California PROJECT: Smuckers NTS BUILDERSPO# 16-930 174243 FACE 2 16-013705-01 BUTLER DATE 6/21/2016 DRAVJWCHECK Butler ManufacturingRG / FACE 2 VPC VERSION: 20161b a dvisim of BlueSwpe Buikl,gs North America, Inc. BUILDERICONTRACTOR RESPONSIBILITIES Butler Mfg. follows the guidelines as outlined in the AISC and MBMA Codes of Standard Practice. Butler Mfg. standard product specifications, design, fabrication, quality criteria shall govern all work unless stipulated otherwise in the contract documents. In case of discrepancies between Butler Mfg. structural plans and plans for other trades, Butler Mfg. 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 Butler Mfg drawings constitutes the builders acceptance of Butler interpretation of the contract purchase order. Unless specific design criteria concerning interface design and details are furnished as part of the contract, Butler Mfg. design assumptions shall govern. Butler engineers are not Project Engineers or Engineer of Record for the overall project. Butler engineering supply sealed engineering design data and drawings for Butler supplied material as pant 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 Butler 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 Butler Mfg. "FOR CONSTRUCTION" drawings and all applicable product installation guides. Butler is not responsible for work done from any other Butler 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 U500 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. Butler bracing is designed for code required loads after building completion and shall not be considered as adequate erection bracing. See Erection Guide. EXISTING STRUCTURES Butler must be advised of any existing structure that is within 20 ft. of Butler's building. Loadings of both buildings may be affected when adjacent buildings are within this distance. Butler 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 Butler 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 Butler components. Butler accepts no responsibility for design or installation of bracing systems not furnished by Butler. 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 (480111 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). SIGNAGE The Builder is responsible for furnishing signs as required by Code and the Building Department, including but not limited to, exits, occupancy limits, floor loading limits, and bulk storage limits. Floor loading signs shall clearly indicate maximum floor live load permitted. Bulk storage facilities shall have signs clearly posted on all loaded walls indicating the type of commodity stored and the maximum storage height. Signs shall be clearly visible when building is fully loaded to design level. Overloading of floors or walls may result in failure. VPC RUENAME: 16{11370501 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 Butler'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 Butler 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 Butler building has been provided to avoid structural damage due to differential movements, or inadvertently apply loads to the Butler structure. Butler 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 Butler of any special requirements to be furnished by Butler. FIELD MODIFICATIONS Modifications to this building from details and instructions contained on these drawings must be approved in writing by Butler Mfg. 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. Butler Mfg. accepts no responsibility for the consequences of any unauthorized additions, alterations, or added loads to this structure. If the builder intends to invoice Butler Mfg. for modifications in excess of $1000, The builder must notify Butler Mfg. immediately, and obtain a Work Authorization from Butler Mfg prior to proceeding. All final claims must be submitted to Butler Mfg 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 Butler Mfg, any wall to steel compatibility issues such as drift and deflection compatibility, special base details, and wall to Butler 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 Mier supporting elements consistent with Code required forces. THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. 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 BUTLER MFG. 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 Butler, 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. 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. Butler 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 Butler'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 Butler shop coat that the painting contractor verifies compatibility between his finish coat and Butler's shop coat. BUTLER MFG. 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; City of Phoenix, AZ C19-02008; Clark County 43 & 833 Design Approvals IAS AC472 Approvals: (www.iasonlirie.org/Metal_Building_Systems/MB.htmi) Listed under Butler Manufacturing, a Division of BlueScope Buildings North America, Inc. Canadian CSA A660 Certifications (http:leng.cwbgroup. org/Certif icatiotVPages/Certif iedCom panySearch. 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; R E_ I v r �f E MOVIE -2010007736; NC#F-0998; OK#CA417OPE; SD#C-1787; TX#F4828;�WV#C0305um � 00 `/,I,� �� CAN--AB#P08900; NS#30123; ON#100148796; and YT#PP134 CCT 0 4 20 16 IN I EiZWEST CONSULTiNG GROUP ELS BUTTE COUNTY DEVELOPMENT SEFiVICLS No, C 82293 CODE OMPLIAN � Exp. 3-31-1 DATE____ t� � 6 ( l CBY '� S'� C�f IVIL CAL\ BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE: I BY: 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 BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAvsN�scA e 6202016 NTS DESCRIPTION'. 174244 PERMIT SET- For Building Dept. Approval ERECTION NOTES BUILDER: North Valley Building Systems, Inc. CUSTOMER: Bret Wood LOCATION. Chico, California BUTLER PROJECT: Smuckers Butler Manufacturing BUILDER'S PO# 16-930 VPC VERSION: 2016.1b a dvision of elueScope BwIdnT North Am nca, Inc. Z 16-013705-01 6/21/2016 RG / GE. 3 Q E E o E N J E WIDTH 2 1/2"I /2"�� 2 1 /2" 64mm rI 64mm L D1 (4)3/4" Dia. GR36 Anchor Rods Plate W=8" L=1'-4" Dim: A=1'-0" Elev.=100'-0" 0 I 0 1 6" 7 Dimension Key a E E o E a N = o r WIDTH 2 1/2" 2 1/2" 64mm I r 64mm L 2 (4)3/4" Dia. GR36 Anchor Rods late W=8" L=1'-4" im: A=5 1/8" lev.=100'-0" a E E E N = o zE Ln y/ tel/ WIDTH 2 1/2" 12 1/2" 64mm I 164mm L (4)3/4" Dia. GR36 Anchor Rods ate W=8" L=1'-1" m: A=1'-0" ev.=100'-0" Q EE o E N = o J r WIDTH 2 1/2"�� 2 1/2" 64mm rI 164mm L (4)3/4" Dia. GR36 Anchor Rods ate W=8" L=1'-1" m: A=5 1/8" ev.=100'-0" NUT HARDENED WASHER —4" �102mrn) PROJECTION = LJ L BOTTOM OF COLUMN o BASE PLATE ELEV. J m -TOP OF FOUNDATION - CONSIDER Uj 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 L VARIES BOTTOM OF COLUMN BASE PLATE LTD = 1/2" (13mm) FLUSH = 0" (Omm) TYPICAL COLUMN BASE PLATE DETAIL 1 2 3 4 EXISTING BUILDING BL D2 D4 D4; D2I ENJ I I FOR COD- V V I! i i i I i I I I I N iT � :' I I I CON.)SUI_-'' DI D3 D311 Dl{- 9'-6" 0'-0" 0'-0" ANCHOR ROD PLAN 9'-6" BUTfi€ E0701t.! i Y oEVELCIPA 1!"-hJi' (gV14Eg E I FOR DATCODECONAPLIANCE 1. ANCHOR RODS, NUTS, HARDENED WASHERS AND ANY OTHER EMBEDDED ITEMS ARE TO BE FURNISHED BY CONTRACTOR. 2. ANCHOR ROD DIAMETERS WERE DETERMINED RY 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 ASC CODE OF STANDARD PRACTICE, SEC 7.5 VARIATIONS ARE SUMMARIZED BELOW; a. 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" 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. 1I+ �� Vit F C011.jPLIANCE ,1 2016 AJEST \!G GROUP - a BL No. C 82)3-xm � Exp.3-3 -� CIVI Finished Floor Elevation =100'-0" (Unless Noted Otherwise) PERMIT SET- For Building Dept. Approval <*> 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 BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. 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 BUTLER MFG, BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 ANCHOR ROD PLAN REV: DATE: BY. DESCRIPTIO": BUILDER North Valley Building Systems, Inc. oe° 16-013705-01 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR DATE: NOT APPLY TO THE PERFORMANCE OR CUSTOMER: Bret Wood DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING INLocnTl°": ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. Chico, California BUTLER Butler Manufacturing VPC VERSION. 2016.1 b 6/21/2016 DRAM/CHECK: RG / PROJECT Smuckers H --NG SCALE NTS GUILDER'S PC4F 16-930 PACE 4 VPC FILENAME 16-013705-01 6202016 1/'.4245 Bracing Part Schedule Part Qty Length 04RS3900 2 39'-0" 03RS3307 2 33'-7" O I 0 1 6" [:]Dimension Key Detail BR02H1 BR02H1 1 2 3 4 EXISTING BUILDING Ilkido/IIII//////////////////////////////IIIIII///Ic& 4////////////% CX002 I ; j i II ; 0 I I I i I I I � -90 D� I I i I I i I I i i i I I I I I I I I I I I I I I I I I I s -I O I I I I I I I i I I i j I j j 1 1 I I I I I I I Nry O N O CJ J� O O a �q4 a a i I I j I I I I I �3RS330 i I I I I I I I I I I I I ^ I I 1 I I JJ I � o3Rsry'j� I I W/0 WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, I BL CX001 CX003 CX005 9'-6" 30'-0" I 29'-6" 90'-0" PRIMARY AND ROOF BRACING PLAN ._ PERMIT #_ sem RUTTr C'0(jr!!Y DEVf"(-Q!1 --N1 801 VICES REVIEWED FOR T E C% H U NK BL EV 17--' - QE D FOR CODI— OCT 0 4 Zna p INTr�f i�°71LST CX001CONSUL I IlNG GROUP VPC FILENAME 16-01370501 174246 a Avlsion of BlueSmpe Buildngs North Am n< , Inc. PERMIT SET- For Building Dept. Approval Shape Name = Thaw Equipment cover 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY BUTLER MANUFACTURING W/0 WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, ONLY TO THE WORK PRODUCT OF BUTLER OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED 1540 GENESSEE ST. KANSAS CITY, MO 64102 PRIMARY AND ROOF BRACING PLAN SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, MFG. AND DESIGN AND PERFORMANCE IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR UNLESS NOTED OTHERWISE. REQUIREMENTS SPECIFIED BY BUTLER. USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. Rev once: BY : DESCRIPTION BUDDER North Valley Building Systems, Inc. JOB# 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME THE BUTLER MFG. ENGINEER'S SEAL DOES 16-013705-01 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR DATE: SIDE OF THE WEB AS THE HILLSIDE WASHER. NOT APPLY TO THE PERFORMANCE OR CUSTOMER: Bret Wood DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING INBUTLER I.ocArroN: Chico, California 6/21/2016 COMPONENT FURNISHED BY BUTLER EXCEPT ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL DRAV"CHECK PROJECT: SmuckersRG TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG, ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING Butler Manufacturing / DRAVMNG SCALE NTS BUIUDERSP04k 16-930 PACE 5 REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VPCVERSION: 2016.1b VPC FILENAME 16-01370501 174246 a Avlsion of BlueSmpe Buildngs North Am n< , Inc. a 3 N S R a '� Frame Member Schedule 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 l(CX003) and 4(CX004): 36'-67/8" CX003 1 6.0000 .2500 .1345 1'-0" 1'-3" 15'-5 3/8" 292# Dia. Length Thick. Out In Vert. Clearance at member l(CX003): 14'-1 7/8" RBX002 2 5.0000 .2500 .1345 1'-3" 1'-3" 36'-8 1/8" 584# A 5 A325 3/4" 2 1/2" 3/8" 3 2 Yes 0097284 Vert. Clearance at member 4(CX004): 17'-0 1/16" 3 5.0000 .2500 .1345 1'-3" 1'-3" B 4 A325 3/4" 2 1/2" 1/2" 2 2 Yes 0097284 Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) CX004 4 6.0000 .3750 .1345 1'-0" 1'-4" 18'-7 5/16" 435# 0 0_1 11/16" 1.000:12—` -7 @ 51-01, M O . 4 U)N 111 PQ 2w K4 7) 0 W W M 0'-0° FRAME CROSS SECTION AT FRAME LINES) 2 _ 4. tt I E'E V E FOR C( IUE COQ"PLIANCE I I C T 0 4LOS II T EWJEST CONS JLTING GROUP PERMIT No, C 82293 � z BUTTE COUNTY DWELOP�,iENT S - ;vicFs �� Exp. 3-31-18 rrT REVIEWED '�EVI E�'W" E D FOR 3 1 5/81, 2 2 @ 2'-6 13/16" CODE C MPLIAW,F-S� Cvl\- 1 8 1/2" DATE W 1 � BY �i 'i�.l`J TF�F CALW 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. VPC FILENAME'. 16-013705-01 THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. Shape Name = Thaw Equipment Cover Wall 4, Frame 2 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. 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 BUTLER MFG. BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE: I BY: 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 BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. pRAVNNG SCA E: PERMIT SET- For Building Dept. Approval FRAME CROSS SECTION AT FRAME LINE(S) 2 DESCRIPTION. BUILDER: North Valley Building Systems, Inc. � " 16-013705-01 CUSTOMER Bret Wood DATE. ocAnN oChico, California BUTLER 6/21/2016 DRAV"CHECK. PRaecr.Smuckers Butler Manufacturing PAG / NTS BUILDER'S PO# 16-930 VPC VERSION 2016.1b 7 M2012016 17'.42:50 a Avision of BlueScope Buildngs North Pmenca, Ina VPC FILENAME'. 16-013705-01 ROD SLOT BACKING PLATE MAY EXIST HARDWARE INSTALL IN THIS ORDER: HILLSIDE WASHER FLAT WASHER "B" FLAT WASHER "A" HEX NUT WALL BRACE ROD 1:041/ZN/112 IKLV. "U.°1 11 MARK NUMBER KEY EN 50131 I COMMON GENERATED MARK NUMBERS 1. USE 1/2 X 1 1/2 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. VPC FILENAME'. 16-0137°5-01 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 DATE05/10/10 I REV NO D' ROD BRACING THRU ROD SLOT WASHERS COLUMN SHOWN / RAFTER SIMILAR ROD DIA. NUT A B HILLSIDE 318' 095321 096408 46040 043657 1/2" 095230 095872 095946 043657 5/8" 095233 095945 095946 043557 3/4- 095235 095946 095948 043558 7/8" 095237 095947 095948 043658 1" 095238 095948 095949 043659 1 1/8" 095239 095949 095949 043659 1:041/ZN/112 IKLV. "U.°1 11 MARK NUMBER KEY EN 50131 I COMMON GENERATED MARK NUMBERS 1. USE 1/2 X 1 1/2 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. VPC FILENAME'. 16-0137°5-01 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 DATE05/10/10 I REV NO D' ROD BRACING THRU ROD SLOT RR02H1 COLUMN SHOWN / RAFTER SIMILAR ROD DIA. NUT F = FEET G = GAGE CX*** = COLUMN (PLATE) = INCHES 0 = OPERATION CGX*** = COLUMN (GAGE) E = EIGHTHS C = FIN/COLOR WCX*** = COLUMN (HOTROLL) PANEL/COVERING 043657 W 1 3 1 1 7 2 6 1 K T D RBX*** = RAFTER (PLATE) * F F I I E G G 0 C C C BGX*** = RAFTER (GAGE) LENGTH CODE WRX*** = RAFTER (HOTROLL) 095233 TRX"** = TRUSS RAFTER INSULATION 043657 I 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*"* = TUBE COLUMN SECONDARY (STANDARD) 095947 0 B Z 1 9 1 1 4 1 7----- EPX*** = ENDPOST (PLATE) « * k F F I I E G G * * * * * EGX*** = ENDPOST (GAGE) DEPTH LENGTH GAGE ADJUST. CODES 095949 SHAPE CBX*** = CANOPY (PLATE) SECONDARY (SPECIAL) CBX*** = PIGGYBACK CANOPY 00108Z1911417--- DCC*** = 8 1/2" GAGE POST "*'*•*FFIIEGG " ' DOE*** = 10" GAGE POST COUNTER DEPTH& LENGTH GAGE ADJUST CODES SHAPE ROD BRACING RS = THREADS BOTH ENDS 0 3 R S 2 5 1 0 RT =THREADS ONE END -CLEVIS ONE END I E * * F F I I RU = CLEVIS BOTH ENDS DIA LENGTH RP = THREAD BOTH ENDS - NO HILLSIDES 1:041/ZN/112 IKLV. "U.°1 11 MARK NUMBER KEY EN 50131 I COMMON GENERATED MARK NUMBERS 1. USE 1/2 X 1 1/2 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. VPC FILENAME'. 16-0137°5-01 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 REV. 0ATE05i'Di1° "E". "°.U2 ROD BRACING THRU ROD SLOT BR02;IDEWALL COLUMN SHOWN / RAFTER SIMILAR BASIC ERECTION GUIDE REQUIRED FOR THIS PROJECT: REFER TO: WIDESPAN STRUCTURAL SYSTEM 2013 INSTALLATION GUIDE BUTLER ENB002 BASIC ERECTION GUIDE - STRUCTURAL THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. BRACE ¢ FRAME BRACE LOCATION LOCATION I ROOF SECONDARY 1 MEMBER �— FLANGE BRACE (GFB-) OR (HFB-) CLIP REQ'D W/ THICK FLANCES 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, 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. ** 10" & 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. "EV, °A"07/01/N I REV. !1°°1 TYPICAL FLANGE BRACE CONNECTIONS BR06AE IICONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. 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 BUTLER MFG. 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 BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. NOTE: DO NOT ATTACH PANEL (OR PANEL CLIPS) TO PORTAL BRACE BEAM. PORTAL BRACE BEAM SEE R12H3 SEE ROOF PLAN FOR PART # (00007JS-) BR11F1 PORTAL BRACE SUPPORT LOCA KNEE BRACE _ _KBD_-_ (4) 3/4" x 2 1/2" A325 BOLTS UNLESS NOTED OTHERWISE PORTAL BRACING KNEE BRACE CONNECTION 3/4" x 2 1/2" A325 BOLTS TYP EACH END PERMIT BUTTE CUU1tiTY DFVEL_0P1` Ir_-I`JT gteRVIGF_S E IEWED FOR CODE G DATE_____._ [ _ BY _ BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE: I BY: I DESCRIPTION'. DRAW NG SCALE NTS 6.20!2016 SEDShW 174252 NOTES: -DO NOT ATTACH ROOF PANEL TO PORTAL BRACE. -LOCATE EACH PORTAL BRACE SUPPORT AT PORTAL BRACE KNEE STIFFENER LOCATION. -SEE SECONDARY ROOF PLAN FOR PBA LOCATIONS. FIELD DRILL 9/16" DIA. HOLE IN WEB OF PORTAL BRACE FOR PURLIN BRACE ASSEMBLY (PBA--) ATTACHMENT. ATTACH WITH (2) 1/2" X 1 1/2" A325 BOLTS WITH OUT WASHERS FIELD DRILL (2) 9/16" HOLES PORTAL BRACE SUPPORT MEMBER IN PURLIN. (00007JS_) �EAVE STRUT /-PURLIN WASHERS ATTACH WITH (2)1/2" 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 095945 095948 043658 7/8" 095237 095947 095948 043658 1" 095238 095948 095949 043659 1 1/8" 095239 095949 1 095949 043659 REV. 0ATE05i'Di1° "E". "°.U2 ROD BRACING THRU ROD SLOT BR02;IDEWALL COLUMN SHOWN / RAFTER SIMILAR BASIC ERECTION GUIDE REQUIRED FOR THIS PROJECT: REFER TO: WIDESPAN STRUCTURAL SYSTEM 2013 INSTALLATION GUIDE BUTLER ENB002 BASIC ERECTION GUIDE - STRUCTURAL THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. BRACE ¢ FRAME BRACE LOCATION LOCATION I ROOF SECONDARY 1 MEMBER �— FLANGE BRACE (GFB-) OR (HFB-) CLIP REQ'D W/ THICK FLANCES 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, 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. ** 10" & 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. "EV, °A"07/01/N I REV. !1°°1 TYPICAL FLANGE BRACE CONNECTIONS BR06AE IICONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. 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 BUTLER MFG. 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 BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. NOTE: DO NOT ATTACH PANEL (OR PANEL CLIPS) TO PORTAL BRACE BEAM. PORTAL BRACE BEAM SEE R12H3 SEE ROOF PLAN FOR PART # (00007JS-) BR11F1 PORTAL BRACE SUPPORT LOCA KNEE BRACE _ _KBD_-_ (4) 3/4" x 2 1/2" A325 BOLTS UNLESS NOTED OTHERWISE PORTAL BRACING KNEE BRACE CONNECTION 3/4" x 2 1/2" A325 BOLTS TYP EACH END PERMIT BUTTE CUU1tiTY DFVEL_0P1` Ir_-I`JT gteRVIGF_S E IEWED FOR CODE G DATE_____._ [ _ BY _ BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE: I BY: I DESCRIPTION'. DRAW NG SCALE NTS 6.20!2016 SEDShW 174252 NOTES: -DO NOT ATTACH ROOF PANEL TO PORTAL BRACE. -LOCATE EACH PORTAL BRACE SUPPORT AT PORTAL BRACE KNEE STIFFENER LOCATION. -SEE SECONDARY ROOF PLAN FOR PBA LOCATIONS. FIELD DRILL 9/16" DIA. HOLE IN WEB OF PORTAL BRACE FOR PURLIN BRACE ASSEMBLY (PBA--) ATTACHMENT. ATTACH WITH (2) 1/2" X 1 1/2" A325 BOLTS WITH OUT WASHERS FIELD DRILL (2) 9/16" HOLES PORTAL BRACE SUPPORT MEMBER IN PURLIN. (00007JS_) �EAVE STRUT /-PURLIN r- V!, TE k"?"I" FOR CODE COf,:i'PLAANCE CBCT 0 4 2010 111 T ERVIEST CONSULTING ING G OUP PERMIT SET- For Building Dept. Approval PRIMARY BRACING SED'S BRACEPORTAL ATTACH WITH (2)1/2" JOB n. X 1 1/2A325 V BOLTS WITWASHERS CUSTOMER. Bret Wood DATE'. (TYP,FIELD DRILL (2)9/15" LOCATION: Chico, California BUTLER HOLES PRo Ecr:Smuckers Butler Manufacturing IN STIFFENER. PAGE: IE09725/13 REV. NO.06 VPC VERSION'. 2016.1 b PORTAL BRACE SUPPORT PORTAL BRACE SUPPORT MEMBER B R12H 3 r- V!, TE k"?"I" FOR CODE COf,:i'PLAANCE CBCT 0 4 2010 111 T ERVIEST CONSULTING ING G OUP PERMIT SET- For Building Dept. Approval PRIMARY BRACING SED'S BUILDER: North Valley Building Systems, Inc. JOB n. 16-013705-01 CUSTOMER. Bret Wood DATE'. LOCATION: Chico, California BUTLER DRn2MM//20c6 PRo Ecr:Smuckers Butler Manufacturing RG / PAGE: BUILDERS Pon 16-930 VPC VERSION'. 2016.1 b 10 a 6Neion of BlueScope Buil6ngs North Amenca, Inc. OPart Mark Key 1 OOISGA07071 2 001SGA19114 3 001SGA12054 1 6" L]Dimension Key 0 0 1 2 3 4 EXISTING BUILDING ,,,,,,,,,,,{,,, BL 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. VPC FILENAME: 16 01 37 05-01 1R1B1 9'-6" THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. 0'-0" 0'-0" ROOF SECONDARY PLAN Shape Name = Thaw Equipment over THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. 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 BUTLER MFG. 9'-6" }-} (' / �y }-� _.�-T� MC-4`1- 0M .-�b. ..gin.. b�i d,.�.k,1�� ��j l� l-����.�� �i1F 1L_.t� 1 I1 Y C-4 1- BY BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE: I BY: 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 BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DPAVv1NO SCALE 6202018 NVI I E V` rE 'CODE CO'MPLIANCC 1-11 1111TERWEST C. LNISUI_ I INO GROUP VA N1 ELS�h� l\\ a No. C 82293 � Exp. 3-31-18 rr CI vo a�Q� PERMIT SET- For Building Dept. Approval ROOF SECONDARY PLAN JOB# DESCRIPTION: BUILDER: North Valley Building Systems, Inc. 16-01370E CUSTOMER: Bret Wood DATE: BUTLER 6/21/2016 LOCATION. Chico, California G DRAM/CHECK: PROJECT. Smucker; Butler Manufacturin 9 RG PACE: NTS BUILDER'S PON. 16-930 VPC VERSION'. 2016.1b 11 a dvision of BlueScope Buil6ngs Nohh Pmenca, Inc. 174255 0 secondary Bracing Schedule Secondary Part Schedule Id Qty Mark No Spacing Mark Part Thick. Depth Lap Detail 1 8 CPBB001002 8 5/8" E1 00108HS29114llBll 0.1130 8 1/2" RS12PF,BR09W2,RS12PE 2 14 PBA0503 5'-0" E2 00108ES2911417Bll 0.0600 8 1/2" RS12PH,RSI2PA 3 14 PBA0211 2'-6 13/16" E3 08H2911411DDB11 0.1130 8 1/2" BR09W2,RS12PE 4 16 CPBB050108(Typ-)5'-0" E4 08E2911417DDB11 0.0600 8 1/2" RS12PA 5 2 CPBB040414 4'-3 3/8" E5 00208ES2911417Bll 0.0600 8 1/2" RS12PH,RS12PA 6 3 CPBB020806 2'-6 13/16" P1 08Z33114llB5B1 0.1130 8 1/2" 3'-10 1/2" RS02T1,RS01T1 See SED: P2 08Z351141544BO 0.0730 8 1/2" 2'-10 1/2" RS01T1 BR09JR, BR09JG, BR18E2, BR09RY, BR09RZ P3 08Z351141244BO 0.0980 8 1/2" 2'-10 1/2" RSO1T1 BR09K5, BR09PH, BR09JH, BR09K2 OPart Mark Key 1 OOISGA07071 2 001SGA19114 3 001SGA12054 1 6" L]Dimension Key 0 0 1 2 3 4 EXISTING BUILDING ,,,,,,,,,,,{,,, BL 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. VPC FILENAME: 16 01 37 05-01 1R1B1 9'-6" THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. 0'-0" 0'-0" ROOF SECONDARY PLAN Shape Name = Thaw Equipment over THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. 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 BUTLER MFG. 9'-6" }-} (' / �y }-� _.�-T� MC-4`1- 0M .-�b. ..gin.. b�i d,.�.k,1�� ��j l� l-����.�� �i1F 1L_.t� 1 I1 Y C-4 1- BY BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE: I BY: 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 BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DPAVv1NO SCALE 6202018 NVI I E V` rE 'CODE CO'MPLIANCC 1-11 1111TERWEST C. LNISUI_ I INO GROUP VA N1 ELS�h� l\\ a No. C 82293 � Exp. 3-31-18 rr CI vo a�Q� PERMIT SET- For Building Dept. Approval ROOF SECONDARY PLAN JOB# DESCRIPTION: BUILDER: North Valley Building Systems, Inc. 16-01370E CUSTOMER: Bret Wood DATE: BUTLER 6/21/2016 LOCATION. Chico, California G DRAM/CHECK: PROJECT. Smucker; Butler Manufacturin 9 RG PACE: NTS BUILDER'S PON. 16-930 VPC VERSION'. 2016.1b 11 a dvision of BlueScope Buil6ngs Nohh Pmenca, Inc. 174255 BRACE ¢ FRAME BRACE LOCATION I LOCATION � SROOF ECONDARY 0 0� �- 0 0 --ol- -------------- FLANGE BRACE (GFB-) OR (HFA-) CLIP REQ'D W/ THICK RANCES 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. 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. ** 10" & 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. REV. 0A707/01/09 I REV. N0.°° TYPICAL FLANGE BRACE CONNECTIONS BR06AE CONT, PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN ,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 PURLIN SEE FACE OF BRACE ASSY. EAVE STRUT VIEW \ (PBA-) /\ TAB ATTiCHMENT FACE OF EAVE STRUT EAVE USE (2) 1/2" GALV. HEX NUTS (47120) LOCATE (1) STRUT NUT EACH SIDE OF PURLIIN EAVE PURLIN BRACE ASSY. PURLIN (PBA-)(TYP.) NOTE: SEE ERECTION DRAWINGS FOR LOW OR HIGH EAVE LOCATIONS. FOR LOCATION 2EV. DATE:11/26/12REv. No.a EAVE STRUT BRACE BR09K5 NOTES: –DO NOT ATTACH PANEL OR PANEL CLIPS TO COMPOSITE STRUT MEMBER. –SECONDARY ORIENTATION OR SHAPE MAY BE OTHER THAN SHOWN –COMPOSITE STRUT MEMBER MAY BE ABOVE OR BELOW SECONDARY MEMBER –8 1/2", 10', OR 11 1/2" PURLINS ONLY COMPOSITE (1) 1/4" X 6 1/4" STRUT— / DROP PIN (097555) MEMBER \ 18" STRUCT 4-14 FSNRx(55307)' 1 DOJO\o1NCPPP`p5gg0`5) OR EN z 0 Y Q ROOF/WALL C' SECONDARY w �N CHANNEL PURLIN BRACE NOTE: (CPB–) LOCATE PER IF NO ADJOINING CPB_ EXISTS, BEND THE CHANNEL ERECTION DRAWINGS TABS TOWARD THE PURLIN WEB AND USE A SELF– DRILLER (55307) TO ATTACH. IF CPB– EXISTS BOTH SIDES OF COMPOSITE PURLIN THEN USE DROP PINS. REV. DATE:07/01/09 REv. NO.001 COMPOSITE STRUT ASSEMBLY ATTACH. B R18E2 ROOF SECONDARY 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. VPC FILENAME: i6-013705-01 ERECTION NOTE: WHEN A CHANNEL BRACE DOES NOT LINE UP WITH ANOTHER CHANNEL BRACE OR THE SLOTS IN THE PURLIN 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 DB-) PURLIN 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. 1. DAlE:04/01/11REV, ND. 01 CHANNEL BRACE ENDING AT PURLIN WEB BR09JG SELF -DRILLER WITH BENT TABS (2) 1/4-14 x 1 1/4" STRUCT. SCREWS CHANNEL PURLIN BRACE (CPB-)(TYP.) REV. DATE: 07/01/D9 IRE BR09PH DEPTH 07 = 7" 08 = 8 1/2" 10 = 10" 11 = 11 1/2" EN51B1 PURLIN L(1) 1/4" X 6 1/4" DROP PIN (097556) (TYP. PER EACH END) SINGLE CHANNEL PURLIN BRACE INTERMEDIATE LOCATION IT ADJUST. CODES GAGE millimeters CHANNEL PURLIN BRACE (CPB-)(TYP.) DETAIL BR09JG PURLIN L(1) 1/4" X 6 1/4" DROP PIN (097556) (TYP. PER EACH END) ERECTION NOTE: CHANNEL BRACES THAT END AT A PURLIN WEB, BUT DO NOT HAVE TABS TO BEND AND SECURE. INSERT CLIP (544015) THROUGH WEB SLOTS AND USE A DROP PIN TO ATTACH TO CHANNEL BRACE. (1) 1/4" X 6 1/4" " PIN (097r"v 1/4-14 RUCT. SCI 5307) ENDING C D544015) PURLIN 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. KV. NO °° SINGLE CHANNEL PURLIN BRACE REV. DATE 01/°/11 REV. ND. O7 CHANNEL BRACE ENDING AT PURLIN WEB BR09JH ENDING AT PURLIN WEB LOCATION BR09, WEB ENDING CLIP WITH DROP PIN END FRAME INT. FRAME INT. FRAME INT. FRAME END BAY INTERIOR BAY (1) PURLIN BRACE 0 ] 0 0 (1) PURLIN BRACE 0 ] 0 0 CHANNEL CHANNEL (2) PURLIN BRACE ] ] 0 0 CHANNELS (2) PURLIN BRACE 0 ] ] o (3) PURLIN BRACE ] ] o CHANNELS CHANNELS (4) PURLIN BRACE ] ] ] (4) PURLIN BRACE ] ] ] CHANNELS CHANNELS 3„ TYPICAL I3'I TYPICAL CLUSTER CLUSTER STANDARD NOTES: STANDARD NOTES: - PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES. - PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES. THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: 0 - DO NOT INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. 0 - DO NOT INSTALL PURUN BRACES AT THIS CLUSTER LOCATION. ] - INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. ] - INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS. SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS. - INSTALL PURLIN BRACES AT THE RIDGE AND WORK TOWARD THE EAVE. - INSTALL PURLIN BRACES AT THE RIDGE AND WORK TOWARD THE EAVE. - CHANNEL BRACE MAY BE LOCATED IN EITHER SET OF SLOTS IN CLUSTER - CHANNEL BRACE MAY BE LOCATED IN EITHER SET OF SLOTS IN CLUSTER PROVIDED THEY ARE ALIGNED FROM EAVE TO EAVE IN A GIVEN BAY. PROVIDED THEY ARE ALIGNED FROM EAVE TO EAVE IN A GIVEN BAY. iEV. �ATE:07/01/09 rev. No.00 PURLIN BRACE CLUSTER LOCATION REV. DATE; 07/0,/O9 I FEV. No. °o PURLIN BRACE CLUSTER LOCATION BR09RY END BAY CHANNEL LOCATION BR09RZ INTERIOR BAY CHANNEL LOCATION ERECTION DRAWING PART MARK IT ADJUST. CODES GAGE EIGHTHS INCHESI LENGTH T-rrr millimeters SHAPE GAGE DEPTH SHAPE GAGE Z= ZEE 11 =0.113 07=7' ZS=ZEE 11 =0.113 C=CEE 12= 0.098 08 = 8 1/2" CS =CEE 12 = 0.098 E =LOW EAVE STRUT 13 = 0.088 10 = 10" ES = LOW EAVE STRUT 13 = 0.088 H = HIGH EAVE STRUT 14 = 0.07911 – 11 1/2" HS = HIGH EAVE STRUT 14 = 0.079 15 = 0.073 BB = BACK TO BACK CEE FB = FACE TO BACK CEE 15 = 0.073 16 = 0.068 FF = FACE TO FACE CEE 16 – 0.068 17 = 0.060 17 = 0.060 SECONDARY PART MARK NUMBER COMMON GENERATED MARK NUMBERS THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. E:o7/D,/o9 REV. No.00 SPECIAL SECONDARY PART MARK KEY EN5182 COMMON GENERATED MARK NUMBERS THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. 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 BUTLER MFG. 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 BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. C P R 1W1B3 TT 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 E:°'/°'/" I REV. NQ°' qSECONDARY BUNDLE LOCATION KEY EN 518 3 ALL SECONDARY DEPTHS BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE: BY: DESCRIPTION. ORANANG SCALE NTS 6202016 SEDShW 17:4255 USE (1) 11/32" X 1 1/4" T-45 GRAY SCRUBOLT (097352) SCRUBOLT NUT (097267) HEAD OF SOTO BE ON OUTSIDESIDEOFF EAVE STRUT EAVE STRUT J BRACE STRAP (ESBS1) AT 8 1/2", 10" 11 1/2" EAVE STRUT (JCP051050) AT 7" EAVE STRUT I 11 USE (2) 1/2" GALV. HEX NUTS (47120) LOCATE (1) NUT ON EACH SIDE OF PURLIN USE TOP HOLE OF ANTI -ROLL CLIP IF PRESENT. PURLIN \-EAVE PURLIN BRACE (PBA-) AT 8 1/2", 10", 11 1/2" PURLINS. (NOT REQ. AT 7" PURLIN TO 7" EAVE STRUT) AVE STRUT ATE01/07/13 IREV. N0.04 EAVE BRACE STRAP AND EAVE PURLIN BRAC BR09K2 LOCATED AT EAVE - CENTERLINE OF FRAME DETAIL USED FOR INTERIOR BAY AND AT FRAME LINE **FIELD DRILL HIGH EAVE STRUT (1) 5/16" DIA. OEAVE PURLIN HOLE (IF REQUIRED) BRACE (PBA–) FOR SCRU–BOLT CONNECTION BOTTOM OF #+ ROOF SHEET USE (1) 11/32" X 1 1/4" —� T-45 GRAY SCRUBOLT 097352) SCRUBOLT NUT (097267 HEAD OF SCRUBOLT TO USE (2) 1/2" BE ON OUTSIDE OF GALV, HEX NUTS EAVE STRUT �47120) LOCATE 1) NUT ON EACH *NOTE: SEE ROOF FRAMING PLAN FOR SIDE OF PURLIN PBA- LOCATION AND QUANTITY. LOCATE PBA- IN UPPER POSITION WHEN ONLY (1)PBA IS REQUIRED. IATE:i,/26/12 IREV. N0. 61 HIGH EAVE PURLIN BRACE BRO9W2 ALL WALL PANEL TYPE -. V'! EE FOR CODE COMPLIANCE OCT Q ti 2 10" !NTER VIJEST CONSULT1 IG GROUP 1� PERMIT# BUTTE COUNTY DEVL_L C%F'N,1C PST RV,CL� REVIEWED-%PLANIC� DATCOD C E 'BY ( No. C 8321293rr 18 KExp.3-� � 1V1\ PERMIT SET- For Building Dept. Approval ROOF SECONDARY SED'S BUILDER North Valley Building Systems, Inc. O 1 66-- 013705-01 CUSTOMER. Bret Wood DATE 6/21/2016 LOCATION. Chico, California BUTLER DRAWN/CHECK: / Butler Manufacturing VPC VERSION: 2016.1b of BlueScope Builcings North America, Inc. PROJECT: Smuckers PEG 12 BUILDER'S P0# 1 6_930 a cl—ion 2 1/2" 2 5/8" N Co REV. DATE 07/01/09 IRE EN53F1 NOTE: EAP2 PLATE ONLY REO'D. WHEN CALLED OUT ON FRAME CROSS SECTION SHIM PLATE: b 1 ( SEE CHART \� PLATE (EAP2) I SIDEWALL OR SOLDIER COLUMN ---, PURLIN AND GIRT SIZES 8 1/2" 216mm 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 ROOF BEAM 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. VPC FILENAME: 16-013705-01 WELDED CLIP CONNECTION �E ALT. CONNECTION �RA� �i 8 11% PG1 CLIP 8 BOLTED CLIP CONNECTION 1 1 ALT. CDNNECTION CLIP5 MAY BE REQUIRED FOR PURLIN TO FRAME CONNECTIONS. REFER TO INDIVIDUAL FRAME CROSS SECTIONS FOR BOLTED CLIP PART NUMBERS AND THEIR LOCATIONS. 7" & 8 1/2" PURLINS REV. DATE 06/17/15 RFY..°PURLIN CONNECTION AT INTERIOR FRAME RS01 T1 CONTINUOUS PURLINS EAVE STRU' OG �, OC *1'-0" AT 7" & 8 1/2" OUTSET 1'-3" AT 10" & 11 1/2" OUTSET LOW EAVE STRUT SHOWN — HIGH EAVE STRUT SIMILAR ° °' EAVE STRUT CONNECTION AT END FRAME RS12PH THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. LATE PART NUMBER N/A ESH1 ESH 2 ESH 3 ROOF BEAM '097280) WELDED CLIP CONNECTIO e ALT. CONNECTION PGt CLIP \ N ENDBAY ROOF e PURLIN EAVE STRUT BOLTED CLIP CONNECTION ALT. CONNECTION EAVE STRUT BRACE STRAP — (ESBSI) AT 8 1/2", 10", CLIPS MAY BE REQUIRED FOR 11 1/2 PURLINS. USE PURLIN TO FRAME CONNECTIONS. (JCP051050) AT 7' PURLINS. REFER TO INDIVIDUAL FRAME SHIM PLATE - CROSS SECTIONS FOR BOLTED CLIP PART NUMBERS AND THEIR (SEE CHART) LOCATIONS. (2) 1/2" X 2" \ A325 BOLT (097280)— FNp � RAKE BEAM DATE'. 06/17/19 REV. NO. D2 PURLIN CONNECTION TO END FRAME RS02T1 CONTINUOUS PURLINS THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. 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 BUTLER MFG. 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 BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. SHIM PLATE ROOF PITCH RANGE BOLT EAVE STRUT AND .25 TO 1.99 EAP2 PLATE TO FRAME W/ 2.0 TO 2.49 (6) 1/2" X 2" 2.5 TO 3.49 A325 BOLT (097280) T *1'-0" AT 7" & 8 1/2" OUTSET 6/21/2016 1'-3" AT 10" & 11 1/2" OUTSET LOW EAVE STRUT SHOWN — HIGH EAVE STRUT USES SIMILAR PARTS. 1[03/29/15 I REV.N1.12 EAVE STRUT W/ ATTACHMENT PLATE RS12PF END FRAME 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. VPC FILENAME: 16-013705-01 WELDED CLIP CONNECTION �E ALT. CONNECTION �RA� �i 8 11% PG1 CLIP 8 BOLTED CLIP CONNECTION 1 1 ALT. CDNNECTION CLIP5 MAY BE REQUIRED FOR PURLIN TO FRAME CONNECTIONS. REFER TO INDIVIDUAL FRAME CROSS SECTIONS FOR BOLTED CLIP PART NUMBERS AND THEIR LOCATIONS. 7" & 8 1/2" PURLINS REV. DATE 06/17/15 RFY..°PURLIN CONNECTION AT INTERIOR FRAME RS01 T1 CONTINUOUS PURLINS EAVE STRU' OG �, OC *1'-0" AT 7" & 8 1/2" OUTSET 1'-3" AT 10" & 11 1/2" OUTSET LOW EAVE STRUT SHOWN — HIGH EAVE STRUT SIMILAR ° °' EAVE STRUT CONNECTION AT END FRAME RS12PH THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. LATE PART NUMBER N/A ESH1 ESH 2 ESH 3 ROOF BEAM '097280) WELDED CLIP CONNECTIO e ALT. CONNECTION PGt CLIP \ N ENDBAY ROOF e PURLIN EAVE STRUT BOLTED CLIP CONNECTION ALT. CONNECTION EAVE STRUT BRACE STRAP — (ESBSI) AT 8 1/2", 10", CLIPS MAY BE REQUIRED FOR 11 1/2 PURLINS. USE PURLIN TO FRAME CONNECTIONS. (JCP051050) AT 7' PURLINS. REFER TO INDIVIDUAL FRAME SHIM PLATE - CROSS SECTIONS FOR BOLTED CLIP PART NUMBERS AND THEIR (SEE CHART) LOCATIONS. (2) 1/2" X 2" \ A325 BOLT (097280)— FNp � RAKE BEAM DATE'. 06/17/19 REV. NO. D2 PURLIN CONNECTION TO END FRAME RS02T1 CONTINUOUS PURLINS THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. 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 BUTLER MFG. 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 BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. SHIM PLATE ROOF PITCH RANGE PART NUMBER .25 TO 1.99 N/A 2.0 TO 2.49 ESHt 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 EAVE STRUT /_ (EACESB STRAP o \ ESBS1)1 SHIM PLATE (SEE CHART) , PLATE- (EAP1) SIDEWALL OR SOLDIER COLUMN EAVE 7-- (4) 1/2" A307 THIN HEAD BOLT (096636) & NUT (095032) ROOF BEAM I NVz\_FRAME OR SOLDIER COLUMN BUILDER: North Valley Building Systems, Inc. SHIM PLATE BOLT EAVE STRUT AND EAP1 PLATE TO FRAME W/ (8) 1/2" X 2" A325 BOLT (097280) ROOF PITCH PART RANGE NUMBER .25 TO 1.99N/A 2.0 TO 2.49 N/A 2.5 TO 3.49 ESH1 3.5 TO 4,00 ESH2 LOW EAVE STRUT SHOWN — HIGH EAVE STRUT USES SIMILAR PARTS. EAVE STRUT CONNECTION REV. BATE:07/26/19 REV. NO" EAVE STRUT W/ ATTACHMENT PLATE AT INTERIOR FRAME RS12PE INTERIOR FRAME PERMIT # ------ EL ). Ir h1 F S* P`JIi�ES BUTT E DIUN.ITY DEVE VIEVgE FOR TIPLIANCE RY DATE BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE: I BY: I DESCRIPTION: DRAWING SCALE. 6202018 SEDSNeet NTS 174256 E f 1, E 1+„ E D FOR CODE M'VIT"L LANCE OCT 0 LI H fn INTEMAJEST CONSULTING GROUP No. C 82293 ' � Exp.3-31-18 C�ZZ(l6 CI VIS PERMIT SET- For Building Dept. Approval ROOF SECONDARY SED'S BUILDER: North Valley Building Systems, Inc. JOB" 16-013705-01 CUSTOMER: Bret Wood DATE: BUTLER 6/21/2016 LOCATION' Chico, California Butler Manufacturing DRAM/CHECK: RG / PROJECT: Smuckers PAGE: BUILDERSPO# 16-930 VPCVERSION: 2016.1b 13 a Avision M BlueScope Buildngs North America, Inc VPCFILEWAME. i6-01370501 "r'" • "�"""' 1Di1�u''01 &IOM16 17'43'00 a amaioo or em scope euamgs Noun Amnca, mc. VPC FILENAME: 16-013705-01 VPC FILENAME: 16.013705-Ot ROD SLOT BACKING PLATE MAY EXIST HARDWARE INSTALL IN THIS ORDER: HILLSIDE WASHER FLAT WASHER "B" FLAT WASHER "A" HEX NUT WALL BRACE ROD COLUMN / RAFTER HAUNCH ---, ROD SLOT BACKING PLATE MAY EXIST HARDWARE INSTALLED I"I TI "C nor1ED• FLAT WASHER "B" FLAT WASHER "A" HEX NUT NOTE- FIELD CUT HOLES IN INSET GIRTS AT INTERFERENCE WITH RODS WALL BRACE ROD GAGE DEPTH WASHERS GAGE ROD DIA.NUT NUTN6408 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 043558 1" 095238 095948 095949 043659 1 1 8" 095239 095949 095949 1043659 COLUMN / RAFTER HAUNCH ---, ROD SLOT BACKING PLATE MAY EXIST HARDWARE INSTALLED I"I TI "C nor1ED• 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 1 REV NO. 01 ROD BRACING THRU ROD SLOT REV OATL os/10/10 RE BR02H1 COLUMN SHOWN / RAFTER SIMILAR BR02A DEPTH 07 = 7" 08 = 8 1/2" 10 = 10" 11 = 11 1/2" REV, DATE:07/01/09112= EN51B1 ADJUST, CODES GAGE EIGHTHS illimeters SHAPE ROD BRACING THRU ROD SLOT SIDEWALL COLUMN SHOWN / RAFTER SIMILAR ADJUST. CODES GAGE EIGHTHS INCHES LENGTH FEE millimeters SHAPE SHAPE GAGE DEPTH WASHERS GAGE ROD DIA. NUTN6408 07 = 7" ZS = ZEE HILLSIDE 3/8" 095321 08 = 8 1/2" CS = CEE 043657 1 2" 095230 _ V095948 043657 H = HIGH EAVE STRUT 095233 101 101 1/2" HS = HIGH EAVE STRUT 043657 3 4" 095235 - BB =BACK TO BACK CEE 043658 7/8" 095237 FB = FACE TO BACK CEE 043658 1" 09523 1 095948 095949 043659 1 1/8" 095239 1. 095949 1 095949 1 043659 05/10/10 1 REV NO. 01 ROD BRACING THRU ROD SLOT REV OATL os/10/10 RE BR02H1 COLUMN SHOWN / RAFTER SIMILAR BR02A DEPTH 07 = 7" 08 = 8 1/2" 10 = 10" 11 = 11 1/2" REV, DATE:07/01/09112= EN51B1 ADJUST, CODES GAGE EIGHTHS illimeters SHAPE ROD BRACING THRU ROD SLOT SIDEWALL COLUMN SHOWN / RAFTER SIMILAR ADJUST. CODES GAGE EIGHTHS INCHES LENGTH FEE millimeters SHAPE SHAPE GAGE DEPTH SHAPE GAGE Z = ZEE 11 = 0.113 07 = 7" ZS = ZEE 11 = 0.113 C = CEE 12 = 0.098 08 = 8 1/2" CS = CEE 12 = 0.098 E = LOW EAVE STRUT 13 = 0.088 _ ES = LOW EAVE STRUT 13 = 0.088 H = HIGH EAVE STRUT 14 = 0.079 101 101 1/2" HS = HIGH EAVE STRUT 14 = 0.079 - BB =BACK TO BACK CEE 15 = 0.073 5 FB = FACE TO BACK CEE 15 = 0.073 1 = 0.068 FF = FACE TO FACE CEE 15 - 0.068 17 = 0.060 17 = 0.060 SECONDARY PART MARK NUMBERIRF' DATE. 07/D./o9 REV. NO.OD SPECIAL SECONDARY PART MARK KEY COMMON GENERATED MARK NUMBERS EN5162 COMMON GENERATED MARK NUMBERS 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. VPC FILENAME 16.013705-01 THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. BRACE ¢ FRAME BRACE ROOF LOCATION Ij. LOCATION I SECONDARY I —I MEMBER o °I �- 0 __ o I 0 �— FLANGE BRACE FLANGES (CFB-) OR (HFB-) THICK LI CLIP RFLANGE BRACE WILL TYPICALLY CONNECT TO THE WEB OF THE FRAME MEMBER. 16 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. 10" & 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. REV. OA7-07/01/09REV. N0. 00 TYPICAL FLANGE BRACE CONNECTIONS BR06AE CONT. PURLIN LAP SHOWN, CONT. GIRT &SIMPLE PURLIN ERECTION DRAWING PART MARK C P R W1B3 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 E.01/31/17 IREV. 140.01 SECONDARY BUNDLE LOCATION KEY EN 51B 3 ALL SECONDARY DEPTHS THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. rr 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 BUTLER MFG 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 BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. NOTE: DO NOT ATTACH PANEL (OR PANEL CLIPS) TO PORTAL BRACE BEAM. BRACE BEAM (4) 3/4" x 2 1/2" A325 BOLTS UNLESS NOTED OTHERWISE SEE MR12H3 SEE ROOF PLAN FOR PART # (00007JS-) NOTES: -DO NOT ATTACH ROOF PANEL TO PORTAL BRACE. -LOCATE EACH PORTAL BRACE SUPPORT AT PORTAL BRACE KNEE STIFFENER LOCATION. -SEE SECONDARY ROOF PLAN FOR PBA LOCATIONS. FIELD DRILL 9/16" DIA. HOLE IN WEB OF PORTAL BRACE FOR PURLIN BRACE ASSEMBLY (PBA--) ATTACHMENT. PORTAL BRACE SUPPORT MEMBER (00007JS-) VE STRUT ATTACH WITH (2) 1/2" X 1 1/2" A325 BOLTS WITH OUT WASHERS FIELD DRILL (2) 9/16° HOLES IN PURLIN. 3/4" x 2 1/2" A325 BOLTS �® PG1 TYP EACH END 1® KNEE BRACE (® BOATEL /AlTAGH WITH (2) ®PG®j L 1/2" X 1 1/2" A325 BOLTS WITH WASHERS (TYP.) FIELD DRILL (2) 9/16" HOLES 7" PURLIN DEPTH IN STIFFENER. REV. DATE.11/11/13 IREV. NO. 03 1 PORTAL BRACING REV. DAT -'09/25/13 REV, NO. 06 PORTAL BRACE SUPPORT BR11F1 I KNEE BRACE CONNECTION BR12H3 PORTAL BRACE SUPPORT MEMBER PERMIT BUTTECOUNTY L1EV Lty)A'TLP44 Ll OES REVIEW AOR D)EO1_�IC L— FOR CODE 00%ilIDUANCC OCT 0 4 2015 INTEF:VV S,T CONSULTING GROUP 7i �y �I ELSch No. C 82293 Exp. 3-31-18 Civo, 5/2\' PERMIT SET- For Building Dept. Approval BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 WALL SECONDARY SED1 S '.EV DATE: BY DESCRIPTION'. BUILDER: North Valley Building Systems, Inc. CUSTOMER: Bret Wood LOCATION. Chico, California PROJECT. Smuckers DRAWING SCALE NTS BUILDER'S PC# 16-930 620/2016 SEDSh-t 174302 16-013705-01 BUTLER DATE: 6/21/2016 +� DRAVVN/CHECK: RG / Butler Manufacturing PAGE'. VPC VERSION 2016.1 b 18 a dNieion of BI ­ Sc pe 13,kings NoRn Am,daa, Inc. Covering Schedule Id Qty Length #6 30 41'-5 1/8" Oper. Code:85=SQ,SQ Finish:Z=AlZn Color:AZ=Plain A1Zn 0 0 Type Gage OP Fin. Color Direction BRU 26 85 Z AZ Left to Right Trim Schedule Id Parts T1 0630043 Color Details Match Wall Color Planograph Schedule Id Details T1 P -081166,P -081236,P -081242,P -103223,P -104542,P-104550 BL Fastener Schedule Part Description 0097357UNPNTD (T-1) 1/4-14 x 7/811, 3/8" Hex Hd w/Washer (30)#6 0'-0" 4 ROOF COVERING PLAN PERMIT BUTTE CW!TY C1E\dc;�OPNIFNT 13 JIVICES REVIEWED FOR . CODS IPLIAN f 1 p u, r,- L— V t ,- 0'ilPLIANCLE �ty A r't INTIERWEST CGNSULT;NG Group BL No. C 82293 Exp. 3-31-18 �IVI�/ VPC FILENAME: 76-013705-Ot PERMIT SET- For Building Dept. Approval Shape Name = Thaw Equipment Cover THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY BUTLER MANUFACTURING 1. PRE -DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS ONLY TO THE WORK PRODUCT OF BUTLER OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED 1540 GENESSEE ST. KANSAS CITY, MO 64102 ROOF COVERING PLAN MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS MFG. AND DESIGN AND PERFORMANCE IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR TO STRUCTURAL BEAMS 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REQUIREMENTS SPECIFIED BY BUTLER. USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV. DATE: BY: DESCRIPTION BUILDER North Valley Building Systems, Inc. JOB* THE BUTLER MFG. ENGINEER'S SEAL DOES 16-013705-01 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR DATE. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. NOT APPLY TO THE PERFORMANCE OR cusrornER Bret Wood 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN LocATION. Chico, California BUTLER 6/21/2016 FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. COMPONENT FURNISHED BY BUTLER EXCEPT ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL DRAVMUCHEDK: / PROJEcr: Smuckers 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING Butler Manufacturing RG DRAVIANG SCALE NTS BUILDER'SPO# 16-930 PAGE 19 REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VPCVERSION 2016.1b VPC FILENAME: 76-013705-Ot "-- a dvision of BlueScope BuildnM North Pmenca, Inc. en 90'-01, 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. VPC FILENAME: 1"13705-01 THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. COVERING ELEVATION AT A Shape Name = Thaw Equipment Cover, Wall = 2 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. 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 BUTLER MFG. 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 BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. PERMIT # BUTTE C pE ELogil,iFNi SERVICES REVIEWED FOR BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 ED LIANCE T 0 -4,j ►o I NTE;-1i%IEST CONSULTING GROUP ELSCh;'��lF� No. C 82293 �° m Exp.3-31-18 i PERMIT SET- For Building Dept. Approval COVERING ELEVATION AT A 2Ev: DATE. BY: DESCRIPTION: BUILDER: North Valley Building Systems, Inc. CUSTOMER: Bret Wood LOCATION: Chico, California PROJECT. Smuckers DRAWING SCALE: NTS EUILDER'S PO# 16-930 6202016 174307 a avisim a Clu-mpe —fangs Nom Hllanca, Inc. 16-013705-01 DATE: BUTLER 6/21/2016 + DRAWN/CHECK: Butler Manufacturing RG / PAGE. VPC VERSION: 2016.1b 21 a avisim a Clu-mpe —fangs Nom Hllanca, Inc. VPC FILENAME: 1&01370501 6/202016 17.43.08 a dvision of BlueSwpe Suildngs North Pmenm, Inc. Trim Schedule Id Parts Color T1 (9)STI OA, (4)GTR25 Cool Harvest T2 0008738,(2)4CE45,(2)CP410,4CE75 Cool Harvest Planograph Schedule Id Details T1 P -080873,P -080948,P -103223,P -103315,P -104550,P-107511 T2 P -105224,P -105225,P-105228 T1 pen N CV H E l 901-0 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. VPC RLENAVE 10-013705-01 THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. COVERING ELEVATION AT B Shape Name = Thaw Equipment Cover, Wall = 4 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. 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 BUTLER MFG PERMIT BUTTECOU\TY De Vc1-ORt,rildT Si RVh:ES REVEWED FOR CCSI� �... ANCE N 4 © t �� F?Y D,� I BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE. I BY: 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 BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAvmNcsC�LE: R 17 II� Details NV678,RCB277 KV846 BL FOF"g'^• �y r r< 1 r? S R� 1 'ICE V '.rr �^ A.,r I v : , f, ��t�INITEl�l, EST CON'SUL.TING GROUP No. C 82293 lz y Exp.3-31-18 IVIL „a�P PERMIT SET- For Building Dept. Approval COVERING ELEVATION AT B DESCRIPTION: BUILDER. North Valley Building Systems, Inc. CUSTOMER: Bret Wood BUTLER LOCATION: Chico, California +` PROJECT: Smuckers NTS BUILDER'SPO# 16-930 17:4309 a dvislon of BlueSmpe Buildngs North Amenca, Inc. JOB #: 16-013705-01 BUTLER DATE: 6/21/2016 +` DRAWWCHECK: Butler Manufacturing RG / PAGE. %PC VERSION 2016.1b 23 a dvislon of BlueSmpe Buildngs North Amenca, Inc. F = FEET G = GAGE CX*** = COLUMN (PLATE) I = INCHES 0 = OPERATION CGX*** - COLUMN (GAGE) E = EIGHTHS C = FIN/COLOR WCX*** = COLUMN (HOTROLL) PANEL/COVERING SELF -DRILLING SCREW (097365) (3'-0" O.C.) W 1 3 1 1 7 2 6 1 K T D RBX*** = RAFTER (PLATE) * F F I I E G G 0 C C C BOX*** = RAFTER (GAGE) LENGTH CODE WRX*** = RAFTER (HOTRCLL) I TRX*** = TRUSS RAFTER INSULATION OR EXTENSION I 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*** = TUBE COLUMN SECONDARY (STANDARD) SOFFIT 0 B Z 1 9 1 1 4 1 7----- EPX*** = ENDPOST (PLATE) * * * F F 1 I E G G * * * 4 *` EGX*** = ENDPOST (GAGE) DEPTH LENGTH GAGE ADJUST.CODES SEE RCB001 SHAPE CBX*** = CANOPY (PLATE) SECONDARY (SPECIAL) CBX*** = PIGGYBACK CANOPY 0010871911417--- DCC*** = 8 1/2" GAGE POST "'*••*FFIIEGG SDS TO STRUCT DCE*** = 10" GAGE POST COUNTER DEPTH& LENGTH GAGE ADJUST.CODES SHAPE BEEN PROVIDED THEN THE BOTH ENDS ROD BRACING RS = THREADS 0 3 R S 2 5 1 0 RCB326EV. RT =THREADS ONE END -CLEVIS ONE END I E * * F F I I RU = CLEVIS BOTH ENDS DIA LENGTH RP = THREAD BOTH ENDS - NO HILLSIDES V. DATEt08/29/12REMARK NUMBER KEY EN50B1V. N0. 01 COMMON GENERATED MARK NUMBERS SEE DRAWING P-107511 FOR PANEL TO PANEL MODULEZE it SOFFIT INSTALLATIONFASTENER, 2'-6" O.C. AND RIVET COLOR INFORMATIONZ. rBUTLERIB II I ROOF PANEL ENDWALL TRIM , (BRGT20_) ---TORX 1 1/4" T-30 L=LEFT $ R=RIGHT TCRX 1 1/4" T-30 SEE DWG. P-081166 - SELF -DRILLING SCREW (097365) (3'-0" O.C.) WALL ADAPTER LOCATE SDS TO AVOID (WA1OR) RAKE CHANNEL SEE DWG. P-081166 I I PURLIN, EAVE STRUT TORX T-30 OR EXTENSION SELF—DRILLING SCREW I = INCHES E = EIGHTHS (097364) (2'-0" O.C.) 10" PANEL/COVERING W10B 10D) 11 1/2" SOFFIT SOFFIT TRIM 10'-0" LG. F F I I E G G 0 C C C INSTALL BEFORE GABLE TRIM I W/SOFFIT W/7" OR 8 1/2" PURLIN SEE RCB001 �ST10A ST10C3 W/10" OR 11 1/2" PURLIN I FOR FASTENERS I W 0 SOFFFIT DATE•07/09715 REV. N0.00 TORX 1 1/4" T-30 EW OVHG SDS TO STRUCT (097365) (5'—D" O.C.) NOTE: IF ERECTION DRAWING P-081635 HAS BEEN PROVIDED THEN THE HIGH WIND GABLE TRIM CLIPS ARE REQUIRED. REV. DA,E-07/26/16 RNO. 01 GABLE TRIM WITH BUTLERIB II ROOF EW OVHG OR CANOPY EW AT EW OVHG RCB326EV. VPC FILENMAE: 16-01370501 SEE DRAWING P-105224, P-105225, AND P-105228 FOR DOWNSPOUT INSTALLATION AND RIVET COLOR PART MARK INFORMATION [ J� ROOF PANEL 1 I GUTTER OUTLET I GUTTER (OD8738) WALL PANEL 45' ELBOW I BLIND RIVET (TYP.) (4CE45) CONDUCTOR PIPE (CP 410) CONDUCTOR STRAP I SIDEWALL FORMED) (YP TO BE FIELD — I 75' ELBOW (4CE75) I. FLOOR LINE I w 0- 0- Q�T_ o� U z Z) Ld J z 0 r SLOPE RANGE 1/4:12 THRU 1/2:12 ,01/23/14 IREV. NO.D21 4 INCH DOWNSPOUT AT WALL KV846 BUTLERIB II AND SHADOWALL THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG, AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. M V001 l ]aa� L4\V I I SIDEWALL SLOPE RANGE 1/4:12 THRU 4:12 UNT, EAVE W/BRII ROOF OPEN WALL THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. 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 BUTLER MFG. 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 BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. PERMIT # �� ✓ BUTTE CUUN f_YD VLL'c)P IENT SERVIOES E IEWED FOR CODE CO+MPI� ASE DATE t EI �.9---- BY - BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE: I By DESCRIPTION: DRAWNG SCALE NTS 6!102016 SEDSheet 9� SEE DRAWINGS P-103223 AND P-104550 FOR GUTTER INSTALLATION. SEE DRAWING P-081764 FOR BLIND RIVET COLOR INFORMATION. SEE DRAWING P-107511 FOR MODULEZE II SOFFIT INSTALLATION. rBRI1 ROOF LOCK -RIVET (096306) ALONG WITH WASHER (0963D4) STANDARD PANEL WIDTH 12" BUTLER ---TORX 1 1/4" T-30 LOCK-RIVET MODULEZE II FPO (096306) 6" VPCVERSION. 2016.16 LOCATE SDS TO AVOID r` MODULEZE II 1 BEAD FPI 4" I GU-TTER LD r MODULEZE II 2 BEAD FP2 F = FEET I = INCHES E = EIGHTHS G = GAGE 0 = OPERATION C = FIN/COLOR 10" PANEL/COVERING W10B 10D) 11 1/2" FP_ 1311 7241 AEW SAVE STRUCTURAL F F I I E G G 0 C C C LENGTH CODE # OF BEADS REV. DATE:02/07/11 REV. NO, 01 (097365) (5'-0" O.C.) NV678 MODULEZE II SOFFIT PANELS PERMIT # �� ✓ BUTTE CUUN f_YD VLL'c)P IENT SERVIOES E IEWED FOR CODE CO+MPI� ASE DATE t EI �.9---- BY - BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE: I By DESCRIPTION: DRAWNG SCALE NTS 6!102016 SEDSheet 9� SEE DRAWINGS P-103223 AND P-104550 FOR GUTTER INSTALLATION. SEE DRAWING P-081764 FOR BLIND RIVET COLOR INFORMATION. SEE DRAWING P-107511 FOR MODULEZE II SOFFIT INSTALLATION. rBRI1 ROOF LOCK -RIVET (096306) ALONG WITH WASHER (0963D4) FOR COr,,,F 4 IN T ERVV :.ST COQ,°SULTING GROUP PERMIT SET- For Building Dept. Approval COVERING & TRIM SED'S BUILDER North Valley Building Systems, Inc. CUSTOMER: Bret Wood 10cAT1011: Chico, California PROJECT: Smuckers BUILDER'S PC*. 16-930 'EAVE STRUCTURAL BUTLER ---TORX 1 1/4" T-30 LOCK-RIVET SELF -DRILLING SCREW (096306) (097365) (3'-0" O.C.) VPCVERSION. 2016.16 LOCATE SDS TO AVOID GUTTER SECONDARY PUNCHING. HANGER (630077) I GU-TTER LL SOFFIT SOFFIT TRIM 10'-4" OG 7" I �STI ST1OA 8 1/2" I WITH SOFFIT SEE RCBOD1 10" FOR FASTENERS W10B 10D) 11 1/2" SAVE STRUCTURAL WITHOUT SOFFIT TORX 1-1/4" T-30 I SELF -DRILLING SCREW (097365) (5'-0" O.C.) CANOPY DATE•07/09715 REV. N0.00 GUTTER W/O WTHR. SEAL W/BRII ROOF AT CANOPY RCB277 FOR COr,,,F 4 IN T ERVV :.ST COQ,°SULTING GROUP PERMIT SET- For Building Dept. Approval COVERING & TRIM SED'S BUILDER North Valley Building Systems, Inc. CUSTOMER: Bret Wood 10cAT1011: Chico, California PROJECT: Smuckers BUILDER'S PC*. 16-930 16-013705-01 BUTLER DATE: 6/21/2016 DRAWN/CHECK. Butler Manufacturing / PAGE VPCVERSION. 2016.16 24 a dvision of BlueScope Buil6ngs Nonh Menta, Inc. III *° GUMETS WHEN REQUIRED BY DESIGN LTERNATE BOLTING PLATE .Q 'k V STITCH 1 1/2" - 3 (10 GA. WEB) 2 - 5 (3/16 & 1/4 WEB) 4 - B (5/16 - 1/2 WEB) aSSETS WHEN REQUIRED BY DESIGN W5 UT —� OR ALTERNATE P BOLIINC \ ALTERNATE PLATE BOLTING CO p \ \ _ , _ PLATE � \ ROWS�iN \ \I 6p L60 ROWS OUT CJP STITCH OR * 1 1/2" — 3 (10 GA, WEB) OR 2 - 5 (3/16 & 1/4 WEB) 4 - 8 (5/16 - 1/2 WEB) CV_DAMM 1314 1Qv. Nam HAUNCH / COLUMN CONNECTION "V-D"TDm 13 4 REV_PD. D2 TOP BOLTED WELD STD. 11 TYP. DESIGN MEMBER DEPTH IFRAME CONNECTION AT INTERIOR COLUMN REV_ tMM WELD STD. MNIMUM FILLET WELD The Table below shows Code minimum welds for AISC & CSA/W59. If weld shown Dn Engtneering Weld Siandard Dr on fabrication documents are less khan these, then the weld size shown below is to be used, based on the materiel khickmee being Joined. ASC TABLE J24 & AWSD1.1 5L8 MINIMUM CMAW FILLET WELDIZ�}TE?� 5gIz Base Metal Thickness (Tit` afnrlllei We�� in, 1`11171 in, mm T S 1/4 T< 8 1/8 3 1/4 < T <-1 /2 T S 12 3/16 J Wilt 4 1I` OR C,p ALTERNA' BOLTING LOW SIDE HAUNCH CONNECTION FACE BOLTED WELD STD_ REV_ PD. M E PLATE TYPICAL BASE PLATE CONNECTION BASE PLATE TO COLUMN WELD STD. GENERAL NOTES: THE FILLET WELD SHALL BE CONTINUOUSLY SUBMERGED ARC WELDED ONE SIDE OF THE WEB TO BOTH FLANGES AS ILLUSTRATED. THE MINIMUM FILLET WELD SIZE SHALL BE TAKEN FROM TABLE BELOW. 'kms GUSSETS WHEN REQUIRED BY DESIGN OR OSP *E J* f ROWS OUT ALTERNATE BOLTING PLATE GP ROWS ALTERNATE IN BOLTING PLATF_„,— i �,nr�ru X11/2"-3(10 GA.VkB) / 2 — 5 (3/16 & 1/4 WEB) * 4 - B (5/18 - 1/2 WEB) REV. 0AM-01 P 3,A 4 Re.Y. ND.� I HIGH SIDE CONNECTION BOLTED WELD STD. TCX-) OR (pr -x-) OR PIPE COLUMN OM SHOP SPLICE BASE PLATE NeV.OAM2 2 ITYPICAL BASE PLATE CONNECTION BASE 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 (61f MIN.) 3 517E OF WELDS UNLESS NOTED --,,AR .BAS DON 1 /Z < T <-3/4 12 < T < 20 1/4 6 WM" R1ET TBD WE$ (M cNi" 3 IiIUM) (Aw91111.1-MAE aa) MATERIAL THICKNESS -.._ , l SOFF. p~ 3/4 < T 20 sT 5/16 a FlAta INC" S9 ELS�� + ned US CANADA & NEXICO T = Thickness of the thinner part �o ( A, % 3p u� 1/4' 6/18' 3/a' 1/2' 6/d' 3/4' t' I ,/e• „/� ,411' 2F � 2 Aaaumea low hydrogen welding praceaa using GMAW filler metal t� 1/Ir t/e' 1/e- vii 1/e- 1/e' ,/e' ,/6• ,/e' Iia' ve- (�,1 1_ • r t � ,� � z r y m dans ER70-3 (B-C49A 2C C3) ar SAW flIIQr metol class F7Ar7-- t/ar 1/e- 1/e" 1/Er 1/a' 1/e" I/>� 1/0' PERMIT # �/ l V _ No. C 82293 EM13K (F4-FM13K). 1/e' 1/e' 1/e' 1/e' 1/e' 1/e' 1/e' 1/a' 3A 6. s/14' a/1e' BUTTE COU'vITY i?Elfci_O?',,hNT SERVICES `' 1 p, EX 3-31-1 zo FILLET WELD ASSEMBLY (AWS D1,1 -0e Sec 5.221) 3 1� 1/8' 1/8' 1/8' 1/e 1/8" 1/e' t/e' 3/18' 3/16' 3/16' 3/19' REVIEWED �� Caps In parts to be ,joined by Mlet welds may have a M of X1/16" with no adjustment in weld stze, 1 4' 5 16, ,� ,/if ,� ,1e• 31,E 3118' 3/1A' -3/1 If 3/Id' 6/16' 3/18' 3/l e' 3/18 3118- 3/Id' 3/18' 3/16' 3/16' s1le S/Id 3/18' 3/18' QJ t ,� M � ° v�9 C�V1� rFoF 3 3/18' 3/18' 3/Id 3/16' DX -i � � t` i CauF�� Ga > 1/18 but <J/187, fillrt wield leg must be Increased ,�' 1/e• 1/t' 3/1e' 3/18' 3/1 t• 3/1� 3/1e' __ _ by the amount of the root opening- 6/E' 1/C 1/D' 3/16' 3/16' 4/16' 1/� I/4' 1/4' 1/4� ly I/4' Gaps > 3/16', corrective work Is requrred to bring parts 3/4' 1/e' 1/e' 3/1e' 3/1D' 4/Id' 1/f I/4' 5/16' S/1E 8/16' I BAG, REV [LATE 1 2 REV ND QI Tito acceptable contact, DATL•2/2S z Rte. Na O, GENERAL WELD REQUIREMENTS RC'.v_DATE::/9 ' RCV_�°°' TYPICAL NOTES GENERAL NOTES WELD STD. TYPICAL SECTION THRU BUILT—UP MEMBERS THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. VPC FILENAME 16-013705-01 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. 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 BUTLER MFG. 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 BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE: I - I DESCRIPTION: DRAVNNG SCALE NTS 6202016 17.4316 "*' GUSSETS MEN REQUIRED BY DESI ROWS OUT LROWS 1 RAFTER � f \ IN, 1-1 II�R �J /ALTERNATE NIL m FLANGE CHANGE OCINNECTION SPLICE BOLTING PLATE BOLTED RAFTER SPLICE CONNECTIONS WELD STD_ C,R [a19 CJP LIANCE(^~ a �.. 'CJP IPi,,TErrWF_ST rnmQi !I Tihil� ��,�„ tr, um2 12 FL -N-22 VARIOUS RAN DOM "SHOP SPLICE SHOP SPLICE WELD STD. FLUSH — UNSTIFFENED a v a v a v a v a v o w a v 0 a a D D a o a v a a s a s a o a s a o a s a 0 a 0 D D O D a v a v 11 12 13 14 51 52 53 54 EXTENDED — UNSTIFFENED D D D D O D D o aa Da aa Da ao Oa aa Da aaa a a s a-0 Cl D D a Da D a 31 32 33 71 72 73 EXTENDED - STIFFENED (GUSSET) d a O D 8 6 ❑ o❑ O 6 D❑ 0 O O v 0 ❑ o a 0 10D D o a D D D a D a D a o a D D a D a 4 41 42 43 81 82 83 Minimum bolt spacing IT, 3" UX0. SEE 'BOLTED END—PLATE CONNECTION" SECTION OF DESIGN CALCULATION FOR PLATE II V. [LATCOa 1F IFEV. Na m BOLTED END—PLATE CONNECTION LAYOUT PERMIT SET- For Building Dept. Approval MRD50 DRAWING JOB #: BUILDER: North Valley Building Systems, Inc. 16-013705-01 CUSTOMER: Bret Wood DATE. BUTLER 6/21/2016 LOCATION Chico, California DRAwwcNECK. PRaecr. Smuckers Butler Manufacturin RG 9 PAGE. BUILDERS PO# 16-930 VPC VERSION. 2016.1 b 25 B dvision of BlueSwpe Bu,ldng, NOM A—n-, Ina DooR X!p` EXiT DOOR WOJIR�B r ^' 1. ALL EXIT DOORS SWALL BE CPENABLE FROM TWE INSIDE W'ITWOUT TUE USE CF A KEY, SPECIAL KNOWLEDGE OR EFFORT. IM, 2. DOOR HARDWARE SWALL CONFOR'! TO CF -C- SECTION ICOS.I e AND HE MOUNTED BETWEEN 34a 144^ ABOVE TWE a;NISuED FLOOR DOOR WAR-AIARE SWALL CE SINGLE -EFFORT, LEVER TYPE WARDWARE CONFCRMNG TO GBG 118-4CAI.1 AND NOT <1 REOUIRING TiGWT GRAStnING, PINCWNG CR TWISTING OF TWE WR!S- TWRESWOLD SII TC OPERATE. TACTILE EXIT SIGN FYI 3, T'WE BOTTOM 10" OF ALL DOORS SWALL WAVE A S-00-14 �) UNiNTERRi;'OTED 5U5=ACE TO ALLOW TWE DOOR TO BE OPENED BUILDING INTERIOR 15Y A WWEELCWAIR FOOTREST VTWOUT CATC"!NG OR CREATNG A WAZARDOUS CONDITION. CBC 118-404.2.10. A. T4E I'";AXiMUM EFFORT REQUIRED TO OPEN DOCKS (OTWER TWAN FRE DOORS) SWALL NOT EXCEED 5 LLS. CBC 115-AC-d.2,S 5. EXIT SIGN5 SWALL BE INSTALLED AT ALL EXIT DOOIp'UAYS AS O RECJ!RED BY CeC S=ECTION 1011.0, SiGNS SWALL BE READILY INTERNATIONAL 5YM50L ( 1 V1516LE FiROM ANY DIRECTION CL EGRE55 TRAVEL. OF ACCE5SIB!UTY SIGN 6. ALL GRADE LEVEL EXIT DOORS 5WALL BE IDENTiFED ON TWE INSIDE WITW TACTILE EXIT SIGNAGE FCR GRADE LEVEL EXITS WiTWOUT RA"?P OR STAIRJAY CONFORMING TO CBC SECTION 1011.3. SiGNS 5WALL BE MOUNTED BETWEEN 48" AND 601 AFF. DOOR LANDING AREA TO eE 2'-O" SIGN MARKING SWALL CONFORM TO CBC 1118-103.3, ITEM f. S'`^COTW WARD 5U0Z--ACE CONCRETE OR A.G. PAV?NG) 5'-O" 1, ALL ACCESSIBLE ENTRANCES $WALL BE IDENTIFIED AT TWE WiT" MAXIMUM SLOPE NOT EXTERIOR WiT" AND INTERNATIONAL SYMBOL Cr- ACCESSIBILITY MORE TWAV f/4" PER FOOT SIGN CONFOR'"ING TO GBG SECTION 1?' -103.12.1, SIGN 5WALL BE POSTED ADJACENT TO TWE DOOR AT 60" ABOVE TWE WALKING DETAIL S,�ASEwo 1��o 6" BLACK LETTERS CN WHiTE 'jAGKCRouND kGONCRETE WASHOUT 10'-0" 11 rT4Y 11 111 I 1 3'X 2.i PLYWOCD SIGN 2X12 FRA`IE WELD F!EZ',l— iN PLACE Wi7w 1X2X24" 4/'674KES AT BOTH 5!DES � NOT MORE THAN 6' C.G. FOR FULL PER11^,ETER �10 MfL VISQUEEN LINER WITH EDGES LA E 2 A SEALED Ix2x24" 5T4KE5 EA SIDE OF FRAME DETAIL. D 2X!2 FR4"1E HELD F?<`?LY IN FLACE WITS IX2X24" 5TAKE5 AT BOTH SIDES NOT MORE THAN 6' O.C. FOR FULL PERIMETER 10 MIL VISQUE?EN LINER WITW / EDGES LA'~PED 12" t SEALED SCTICI C .i LIGHT GAUGE STEEL FRAMING I. ALL LIGHT GAUGE S?EEL eTUDS, JOISTS AND TR ACK 5WALL BE GALVANIZED OR PAINTED 5W4PE5 MADE FRC" STEEL CCNFOR"'i[NG TO 45TH 4448. GRADE 4 WiTW A "1!N!r`,UM YiELD POiNT OF 33.00C PSI. 6"AfEE5 AND 5!ZES NOTED CN TWESE PLANS ARE 5T4ND4RD SWAFES AS LISTED IN TWE STEEL STUD MAN JFAGT'JRER'S 4555OCiAT!ON CATALOG 4N:) I,G.G. REPORT ESR NO. 3062F=- 2, COMPONENTS USED Fon SECONDARY FRAMING IN TWE PRE-ENGINEERED STEEL BUILDING SWALL BE STANDARD CCMF'ONENTS 45 MANUFACTJRED BY BUTLER MANUFAGTURNG COMPANY. 3. ALL FRAMING DETAILS FOR NON-3E4R!NG, NO=N-5TRJCTUR4L PARTiTICNS 51-4ALL 45 5WO;;,N IN ESR 3064P USING SCREWED CONNECTIONS UNLESS SHOWN O T WE,RW!SE CN TWESE PLANS. 4_ ALL STUD WALLS S�-!ALL WAVE CONTINUOUS TOP ANO EOTTCM TRACKS OF TW!CK- NESS rlATCWING STUDS UNLESS NCTED OTHERWISE. TOP TRACKS 5WALL BE SPLICED W!TW i4" SECTIONS CF iDENT!CAL I-IATER'4L INVERTED AND LAPPED " ON EACW SECTION AND ATTACWED WITW A M!N!MJM Cr- 3-•'O X I" SCREWS TWRCUGH EACW FLANGE OF EACH PIECE CR 45 6=40LN ON TWE PLANS. 5. ALL 50TTC"1 TRACK SW4LL BE ATTASI-IED TO CONCRETE aL;e5TRCTURE WITH C.14"t X 1 1/2" 5"0T PIN5 AT 24" O,C. UNLE55 NOTED CTWER;.U15E, 6. CONNECTIONS OF LIGHT GAUGE STEEL FRX'IING SWALL BE ACCC'"iPLISWED BY MEANS CF SELF -DRILLING TEK SCREWS OF THE SIZE INDICATED ON TWE PL4N5 W"'EtRE CCNNECTICN 15 NOT SP=ECIFICALLY S"OUN, iT 5"ALL EE MACE AS NOTED PELOW OR F'c-R TWE STANDARD DETAILS 5WOW'N IN TWE STEEL FRAMING M4NUF4CTURER'5 S'ECIFiC4T?CNS AND AF'FRCc'RIATE ICC REF= -CRT. 5TUD TO TRACK:: 1 - •!O SCREW EACW FLANGE JO!5T TO TRACK: 2 - •!C SCREWS TO WALL TCP TRACJG (I TWROUGH CLOSURE TRACK) AND 1 SCREW TO TOP FLANGE OF CLOSURE TRACK BR!DG'NG TO J015TS: 1 - 010 SCREW AT EACH CROSSING E?'RAGING TO STUDS: 1 - •10 SCREW 47 EACW CROSSING 1. SCREW LEiNGTW SWALL aE ADEQUATE TO PENETRATE ALL REQUIRED COMFCNENT5 AND PROVIDE AT LEAST 1/4 PF:OJECTICN OF TWE TWREADED F'CRTICN BEYCNI L45T COMPONENT, 8. SCREW TWRE4�-,5 FOR E4CH 51ZE SCREW 5W4LL BE 45 FCLLO'W5 UNLESS 6=EC!FiC4LLY NOTED 0TWERW1&E: •g SCREWS -!8 WREADS F: R INCW •!O 5' R= L'S - y Tr4E4D5 PER iNCW 2,.*IA Q 1)4 SCREWS - ?4 tWREADS PER 1 --IC" a, SCREWS FOR FASTENING STEEL TO 5 T EEL ST=ALL BE 5TANDARD WEXAGCNAL WEAD SCREWS UNLESS WEADS MAY INTER --ERE U;iTW INSTALLATICN C-- FiN15W SURFACING WHERE FA\ -H AIDED 5CREW5 MAY SE USED, 5CREtU5 USED TO F457EN PLYWOOD 5WALL BE WA=ER HEAD SCR=W5. iG. MIN!" U"'1 SORE=W 5-4CIivG AND EDGE DI5?4NCE 544LL BE 45 FOLLOWS: of SMI IM •S - I/2 t tiNt, tu• 1 *10 4 012 - 3/4" MINIMUM P14 4 114 1" 11. WHERE SWEET METALS GF DIFFERENT T"ICKNE55 ARE TO BE FASTENED, SCREWS SWALL BE DRIVEN 50 TWAT TWE TW'N'NER METAL IS FiRST PENETRATED. 12. ALL BOLTS 4ND ANCWCR ROD SWALL EE AS FOLLC'a': W'GW 5TRENG7W BOLTS (W55) - ASTM A325, TYpE N 3. SECONDARY SCLTING (WEX BOLTS) - 457H A36 (GRADE 2) ANCWCR BOLTS s TIE ROD - ASTM F-1554 (GRADE 3 SPECIAL INSPECTIONS I. REQUIRED SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL INSPECTOR PEIR CWAPTER 11 OF TWE CBC AND LOCAL BUILDING DEPARTMENT REQUIREMENT5. 2. THE 5PECI4L INSPECTOR 5HALL BE HiRED BY TWE OWNER AND APPROVED BY TWE ENGINEER 3, SPECIAL INSPECTOR CERTIFICATIONS SWALL BE SUBMITTED TO TWE BUILDING DEPARTMENT WITH THE PER"lIT APPLICATION. THE 5PECIAL IN5PECTOR MUST BE APPROVED BY TWE BUILDING DEPART1y1ENT PRICR TO BEGINNING CONSTRUCTION. 4, ALL INSPECTOR'S HANDWRITTEN LOGS 5WALL BE AVAILABLE ON TWE J055ITE FOR REVIEW BY BUILDING DEPARTMENT FIELD IN5F�ECTCRS. 5. COPIES CF ALL INSPECTOR REPORTS $WALL BE FILED W!TW TWE LCCAL BUILDING DEPARTMENT ,AND CRANDALL ENGINEERING, REPORTS SHALL BE FILED WEEKLY DUR'NG CON5TRUC7I0N, REPORTS SWALL NCTE ALL DISCREPANCIES WILIETWER CORRECTED OR NOT. 6. UPON COMPLETION OF TWE PROJECT, TWE INSPECTOR SWALL SUE3M!T A FINAL SiGNED REPORT STATING W'HETWER THE WORK REQUIRING SPECIAL IN5FECTICN WAS, TO TWE BEST CF TWE IN5PECTOR'S IGNOWLEDGE, PERFORMED IN CONFORMANCE TO TWE APPROVED PLANS AND 5PECiFiCATION5 AND TWE APPLICABLE WOWMAN5W'P PROVISIONS OF THE CBC AND/CR ICC REPORT. ---', TESTING OF 1458 WILL BE BY APPLIED TESTING CON5ULTANG5 �^ C"ICC, CA. -_ I 8. SPECIAL INSPECTION 15 REQUIRED FOR TWE FOLLOWING ITEMS AND PROCEDURES 45 NOTED. WIGW 5TREN!TTt-1 BOLTING: A. ALL HIGH STRENG7I4 BOLTS ARE TO BE INSTALLED U5!NG "TURN C= TWE NUT" METWOD 5PECIFIED iN TWE NiNTH EDITION OF THE A15C "SPECIFICATION FOR STRUCTURAL JOINTS USING 4577--i 4325 OR A490 50LTS", PERIODIC MONITCR!NG CF BOLT TIGHTENING 15 ACCEPTA5LE WHEN USiNG "TURN OF THE NUT" METWOD, S. INSPECTOR SWALL VERIFY THAT ALL BOLTS AND W45WER5 CONFOR`1 WiTW THE REQUIRED SPECIFICATION. C. INSPECTOR SWALL VERIFY TWAT THE i"IE""5ER5 TO _eE: CONNECTED ARE PROPERLY ALIGNED PRIOR TO TIGHTENING. D. TESTER 5"4LL CBSERvE THE GALIB5,471CN PROCEDURES WWEN REQUIRED BY TWE ASTM 6PEClFIC4T!CN (4325 OR 449C) AND MCN'7'CR '+ W_= INSTALLATION C= BO'L,75 TO DETERMINE THAT ALL FLIES 0-? CONNECTED "ATER!4L WAVE BEEN DRAWN' TOGET�+=R. GR4DiNG AND FOUNDATCNS: ALL E41R T WWCRK AND FCOTING EX,CAVAT!CNS Sw,4LL BE INSPECTED BT• A REPRESENTATIVE OF $TRE4" LINE ENG!NEER!NG AS REC , :t tENDED B -f' T"E 50:L6 REF'CR T FCR TW15 PROJECT NOTE: SPECIAL INSPECTION OF CONCRETE 15 ONLY REOUiRtD FOR CONCP TE FOCTING5 AND SLAB IN ADDITION r2 (SPARE FAR75 5TCR4SE), FOO. NGS FOR ADDITICN 01 (T WAW AREA) CCN515T CF 15OL4TED 5F=,RFAD FOOTINGS FC!R BUILDINGS 3 STORIES CR LESS ABGvE GRADE FULLY SUPPORTED ON EA RTW CR.RCCK AND EXCEPTION '? TO CBC SCCT!CN 105.3 APPLIES, A fNS'`'ECTCR SW4LL PERIODICALLY fNSP=CT R!-IN=ORC!Nn IN EXCAVATIONS AND FCR' 5 PRIOR TO PLACEMENT OF CONCRETE. IN&PECTCR 5W4LL VERIFY'• BAR SIZE, Nu' !B -ER, PLACEI"ENT AND GRADE FOR CONFORMANCE WITW APPROVED PL4N5. B.. INSPECTOR SWALL VERIFY TWE U5E OF TWE REQUIRED DESIGN MIX, C. INSPECTOR PERIODICALLY CB.5ERVE FLAC!NG CF CONCRETE AND MAINTAIN A PLACING RECORD INCLUDING D4TE, TIME AND FCRTICNS C= CONSTRUCTICN PLACED, D. INSP=ECTOR SHALL MONITOR TAKING OF TEST 5F'ECIMEN5 FOR STRENGTH TESTS, FER~OR1 1 5LU`riP AND DETERMINE 71.4E T EMP`cRATURE OF TWE CONCRETE. S4MPLE5 FOR STR_NGTW TESTS SWALL BE TAKEN AS REQUIRED 51�' 4C11318: 5.6. SOIL 4 FOUNDATION NOTES I, PROJECT DESIGN 15 BASED CN "SOILS !NV55T!G4TION RE PORT FOR SM'JCKERS 5FROUTiNG WAREHOUSE" BY STREAMLINE E1,*!NEERiNG DATED MAY 20, 20!6. 2. ALL EXCAVATION AND EMBANKMENT SWALL BE IN CCNFCR'1ANCE WITH THE EARTWWORK RECCM1""ENDATION5 IN TWE ABOVE REPORT AND BE DIRECTED BY TWE SOILS ENG!NEER, 3, SOIL DES'GN VALUES USED FOR TW.'5 PROJECT ARE AS FOLLOW: BEARING CAPACITY: 150C FSF FOR DEAD {LTV_ LOAD LATERAL BEARING: IOC PCF 33% INCREASE ALLOWED FCR 5WORT DURATION LOADS 4. ALL FOOTINGS, UNLESS NOTED OTWERUjISE 5WALL BE SET AT L EAST !fl•" BELOW ADJACENT FINIS"ED GRADE. 5. FOOTING EXC4VATICN5 SHALL BE IN5FECTED AND 4F'PROVED BY 4 REPR=SENTAT;VE OF STREAMLINE ENGINEERING PRICR TO TWE PLACING OF CONCRETE. CONCRETE NOTES 1. - CONCRETE 5W4LL BE A GC,M"?ERCIALLY AVAILABLE TRANSIT- "'iIX PRORERLY PROPORTIONED AND DELIVERED TO THE SITE IN READY -MIX TRUCKS, AGGREGATE SIZE 5-T4LL BE A MAXIMUM CF i-1/2" IN F0,-NDATIONS AND 3/4" AT ALL OTWER LOCATIONS_ SLUMP 5W4LL NOT EXCEED 4". CURING CCMPCUND 5WALL BE SPRAYED ON ALL EXPOSED SURFACES IMMEDIATELY AFTER FINAL TROWELLING-. 2. ALL CCMENT 5W4LL GONFCRM TO 45-,M STANDARD G -f50. ALL AGGREGATES 5W4LL CONFORM TO ASTM STANDARD C-33. 3. CONCRETE USED FOR FOUNDATIONS AND 5_435 CN GRADE 5"ALL WAVE A MINIMUM 28-D4Y CC =lRE5SIVE 5TREN!.'r1 CF 3000 F5!. AND SHALL NOT CONTAIN LESS THAN 5 1/2 54CK5 C= CEMENT PER CUBiC YARD 4. RE11NF^RCiNG BAR 514 -ES •4 AND 5"141LLER SW,cLL 5W4LL EE GRADE 40 (F"=4C,CCC P51). BARS 05 AND LARGER 5WALL BE GRADE 60 (F "*(oC,000 1=51). ALL REINFORCING 6W4LL CONFORM TO 457^" ST4ND4RD 4-615 EXCEPT W"ERE RE -BAR 15 TO BE WELDED U WER= REINFGRC!NG CONFCR"'!NS TO 45T"1 A"1C6 5W4LL 5=_ USED. 5. R,E!N=O~ GING MAY BE WELDED ONLY A5 5"OU N ON THE5E PLAN5. 74CK WE; TO WCLD FDR 4LIGN^'ENT 544LL NGT BE ALLOWED UNLESS APPROVED BY THE ENGINEER. FRE"EAT ALL 01 AND L. R5EFR BAR FE.R AWS D`�4-92. PREWEAT NOT REQUIRED FOR BAR SIZES •6 AND eMALLER. 6. REIN=:CRGING 5!44L L BE LAID OUT TO M'NIMIZE THE NU"E'.ER O>= SF'LiCES. SPLICES IN CCNTfNUCUS RE!NFCRCEMENT FCR EAR SIZES •3 T"l;,CUG4 04, 5WALL LAP 32 BAR DIAMETERS, Cr-, AS NOTED ON TWE PLANS. BAR SIZES "5 AND LARGER 5WALL LAP 4C BAR Df4"IETER5/ UNLESS 5N0WN OTWERW!SE, TWE MiN!MUM CONCRETE COVER FOR REINFORCING 5WALL BE 1 1/2" EXCEPT WWEN CONCRETE 15 TO BE PLACED DIRECTLY AGAINST EARTH WWERE IT 5W4LL BE 3" 8. ALL 4NCWOR BCLT5 SWALL CONFORM WITW ASTM 4-F?554, 36 K51 UNLE55 CTWER'W15E NOTED. SOiL LOSS t STORt iWATER POLLUTION PREVENTION iLDiNG DATA — 2013 Com, 1, NO 501L D1571URB4NCE 5-14LL OCCUR PRICR TO CE-TAINING A OCCUPANCY GROUP: BUILDING CR GR4DNG PERMIT. EXISTING 5UILDNG: 2. PARTY RESP'ON5'5LE FOR f" ••FLEMENTATION Cr_ STGR'?WATER AND MAIN OCCUPANCY: 61 (WAREHOUSE) EF -0510N CONTROL FEA T URE5 5i-4ALL BE: ACCESSORY O='F"ANNCY= D (OF+:ICE) NCR71 4 VALLEY BUfL DING 6TST^cM5 PROPOSED ADDITIONS: 51 (WAREHOUSE) CONTACT: QRET WOOD TYPE OF CONSTRRUCTiON: 30 SEVILLE COURT EXISTING BUILDING: VB WITH SPRINKLERS CW1CG, CA 95Q28 PROPOSED ADDITIONS: VB WITH SPRNKLERS F"ONE: (5310)345-%'Q6 LOCATION ON PROPERTY (AFTER ADDITIONS) 3. EROSION CONTROL MEASURES SWALL BE IN PLACE BETWEEN NORTH: 60' TO PL CCTOVER 15 4N-^. APRIL 5 AND WWENEVER RA;'N 15 FOREC457 FGR EAST: 60'1 EXISTING BUILDING TWE PROJECT VICINITY. SOUTH: 120'1 TO EXISTING BUILDING= 4. CONSTRUCTION 5"ALL BE SCWEDULED AND EXECUTED GN A MANNER WEST: 180't TO EXISTING BUILDING T'.aAT LIMITS EOTW SCiL ER05fCN AND POTENTIAL 6TOR" WATER FLOOR AREA: POLLUTION A5 REOJIRED BY THE CALIFORNIA GREEN E�UILDING EXISTING BUILDING: 25,300 SF. CODES STANDARD SECTiCN FROP05ED ADDITION h: 3/63J S.F. 5. ME ASU RES NOTED 5W4LL BE !-!=LE"ENTED TO CCNFCRM WITW TWE PROPOSED ADDITION •2: 1,400 S.F. 'FEST MANAGE'-lENT PRACTICES' (BMP'S) OUTLINED IN TWE CALIFORNIA TOTAL: 30,39O SF, - + 7 55CCI47iCN "AN^✓�,.,'CCK, NOVE;"'DER 2009 STC�'i WATER QUA_; ; ,.,,,,,� ALLOWABLE AREA: EDfTlON. At ■ 9)000 SF. IfO.iS 6. 4NY SO!!- TRACKED FR0"'1 TWE SITE INTO TWE FURL?G STREET 5WALL is 2.0 BE CLEANED Um 47, TWE END Cr- EACW WCRK DAY. Aa ■ %0004(0.715 X 3000) + (2D X 13006)1; ■ 33,'150 81=, T. i1N4C7IvE SOIL STOCKPILES 5W4LL SE CCVERED. 4C T iv_= SCiL HEIGHT (EXISTING BLDG): 30.8' MEAN ROOF - 33.A' MAX STCCKP'LES SWALL BE COVERED FR'CR TO 4NY FCRE'.GAST RAiN EVENT. 1 ALLOWABLE HEIGHT ■ 40' NUMBER OF STORIES: l \�/ 8. ER05!CN CONTROL MEA5URE5 5WALL BE MAINT4!1NED F<OR T"=_ ALLOWABLE : TWO STORY DURATION OF CONSTRUCTfCN CR UNTIL ALL EXPOSED SOIL iS OCCUPANTS: CCVERED IXITW F'4VING, vEGETAT;CN CR CTWER FiN!514 B'URFACING 45 5;4CL'N ON TWE PL4N5. EXISTING 13UILDiNG: PRODUCT 6TOIR'AGE AREA: 45 OCCUPANTS W45HING OF CONCRETE ECU!F,' ENT AND TOOLS AT ANY LOCAT!CN PAR'E'S STOKE AT r A: 11 OTWER TWAIN THE DESIGNATED WASu-OUT 5"OtLN ON TWE PLANS 15 A THAWING: 8 VIOLATION CF LAW AND S'JBJECT 10 FiNE, LIGHT GAUGE STEEL FRAMING I. ALL LIGHT GAUGE S?EEL eTUDS, JOISTS AND TR ACK 5WALL BE GALVANIZED OR PAINTED 5W4PE5 MADE FRC" STEEL CCNFOR"'i[NG TO 45TH 4448. GRADE 4 WiTW A "1!N!r`,UM YiELD POiNT OF 33.00C PSI. 6"AfEE5 AND 5!ZES NOTED CN TWESE PLANS ARE 5T4ND4RD SWAFES AS LISTED IN TWE STEEL STUD MAN JFAGT'JRER'S 4555OCiAT!ON CATALOG 4N:) I,G.G. REPORT ESR NO. 3062F=- 2, COMPONENTS USED Fon SECONDARY FRAMING IN TWE PRE-ENGINEERED STEEL BUILDING SWALL BE STANDARD CCMF'ONENTS 45 MANUFACTJRED BY BUTLER MANUFAGTURNG COMPANY. 3. ALL FRAMING DETAILS FOR NON-3E4R!NG, NO=N-5TRJCTUR4L PARTiTICNS 51-4ALL 45 5WO;;,N IN ESR 3064P USING SCREWED CONNECTIONS UNLESS SHOWN O T WE,RW!SE CN TWESE PLANS. 4_ ALL STUD WALLS S�-!ALL WAVE CONTINUOUS TOP ANO EOTTCM TRACKS OF TW!CK- NESS rlATCWING STUDS UNLESS NCTED OTHERWISE. TOP TRACKS 5WALL BE SPLICED W!TW i4" SECTIONS CF iDENT!CAL I-IATER'4L INVERTED AND LAPPED " ON EACW SECTION AND ATTACWED WITW A M!N!MJM Cr- 3-•'O X I" SCREWS TWRCUGH EACW FLANGE OF EACH PIECE CR 45 6=40LN ON TWE PLANS. 5. ALL 50TTC"1 TRACK SW4LL BE ATTASI-IED TO CONCRETE aL;e5TRCTURE WITH C.14"t X 1 1/2" 5"0T PIN5 AT 24" O,C. UNLE55 NOTED CTWER;.U15E, 6. CONNECTIONS OF LIGHT GAUGE STEEL FRX'IING SWALL BE ACCC'"iPLISWED BY MEANS CF SELF -DRILLING TEK SCREWS OF THE SIZE INDICATED ON TWE PL4N5 W"'EtRE CCNNECTICN 15 NOT SP=ECIFICALLY S"OUN, iT 5"ALL EE MACE AS NOTED PELOW OR F'c-R TWE STANDARD DETAILS 5WOW'N IN TWE STEEL FRAMING M4NUF4CTURER'5 S'ECIFiC4T?CNS AND AF'FRCc'RIATE ICC REF= -CRT. 5TUD TO TRACK:: 1 - •!O SCREW EACW FLANGE JO!5T TO TRACK: 2 - •!C SCREWS TO WALL TCP TRACJG (I TWROUGH CLOSURE TRACK) AND 1 SCREW TO TOP FLANGE OF CLOSURE TRACK BR!DG'NG TO J015TS: 1 - 010 SCREW AT EACH CROSSING E?'RAGING TO STUDS: 1 - •10 SCREW 47 EACW CROSSING 1. SCREW LEiNGTW SWALL aE ADEQUATE TO PENETRATE ALL REQUIRED COMFCNENT5 AND PROVIDE AT LEAST 1/4 PF:OJECTICN OF TWE TWREADED F'CRTICN BEYCNI L45T COMPONENT, 8. SCREW TWRE4�-,5 FOR E4CH 51ZE SCREW 5W4LL BE 45 FCLLO'W5 UNLESS 6=EC!FiC4LLY NOTED 0TWERW1&E: •g SCREWS -!8 WREADS F: R INCW •!O 5' R= L'S - y Tr4E4D5 PER iNCW 2,.*IA Q 1)4 SCREWS - ?4 tWREADS PER 1 --IC" a, SCREWS FOR FASTENING STEEL TO 5 T EEL ST=ALL BE 5TANDARD WEXAGCNAL WEAD SCREWS UNLESS WEADS MAY INTER --ERE U;iTW INSTALLATICN C-- FiN15W SURFACING WHERE FA\ -H AIDED 5CREW5 MAY SE USED, 5CREtU5 USED TO F457EN PLYWOOD 5WALL BE WA=ER HEAD SCR=W5. iG. MIN!" U"'1 SORE=W 5-4CIivG AND EDGE DI5?4NCE 544LL BE 45 FOLLOWS: of SMI IM •S - I/2 t tiNt, tu• 1 *10 4 012 - 3/4" MINIMUM P14 4 114 1" 11. WHERE SWEET METALS GF DIFFERENT T"ICKNE55 ARE TO BE FASTENED, SCREWS SWALL BE DRIVEN 50 TWAT TWE TW'N'NER METAL IS FiRST PENETRATED. 12. ALL BOLTS 4ND ANCWCR ROD SWALL EE AS FOLLC'a': W'GW 5TRENG7W BOLTS (W55) - ASTM A325, TYpE N 3. SECONDARY SCLTING (WEX BOLTS) - 457H A36 (GRADE 2) ANCWCR BOLTS s TIE ROD - ASTM F-1554 (GRADE 3 SPECIAL INSPECTIONS I. REQUIRED SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL INSPECTOR PEIR CWAPTER 11 OF TWE CBC AND LOCAL BUILDING DEPARTMENT REQUIREMENT5. 2. THE 5PECI4L INSPECTOR 5HALL BE HiRED BY TWE OWNER AND APPROVED BY TWE ENGINEER 3, SPECIAL INSPECTOR CERTIFICATIONS SWALL BE SUBMITTED TO TWE BUILDING DEPARTMENT WITH THE PER"lIT APPLICATION. THE 5PECIAL IN5PECTOR MUST BE APPROVED BY TWE BUILDING DEPART1y1ENT PRICR TO BEGINNING CONSTRUCTION. 4, ALL INSPECTOR'S HANDWRITTEN LOGS 5WALL BE AVAILABLE ON TWE J055ITE FOR REVIEW BY BUILDING DEPARTMENT FIELD IN5F�ECTCRS. 5. COPIES CF ALL INSPECTOR REPORTS $WALL BE FILED W!TW TWE LCCAL BUILDING DEPARTMENT ,AND CRANDALL ENGINEERING, REPORTS SHALL BE FILED WEEKLY DUR'NG CON5TRUC7I0N, REPORTS SWALL NCTE ALL DISCREPANCIES WILIETWER CORRECTED OR NOT. 6. UPON COMPLETION OF TWE PROJECT, TWE INSPECTOR SWALL SUE3M!T A FINAL SiGNED REPORT STATING W'HETWER THE WORK REQUIRING SPECIAL IN5FECTICN WAS, TO TWE BEST CF TWE IN5PECTOR'S IGNOWLEDGE, PERFORMED IN CONFORMANCE TO TWE APPROVED PLANS AND 5PECiFiCATION5 AND TWE APPLICABLE WOWMAN5W'P PROVISIONS OF THE CBC AND/CR ICC REPORT. ---', TESTING OF 1458 WILL BE BY APPLIED TESTING CON5ULTANG5 �^ C"ICC, CA. -_ I 8. SPECIAL INSPECTION 15 REQUIRED FOR TWE FOLLOWING ITEMS AND PROCEDURES 45 NOTED. WIGW 5TREN!TTt-1 BOLTING: A. ALL HIGH STRENG7I4 BOLTS ARE TO BE INSTALLED U5!NG "TURN C= TWE NUT" METWOD 5PECIFIED iN TWE NiNTH EDITION OF THE A15C "SPECIFICATION FOR STRUCTURAL JOINTS USING 4577--i 4325 OR A490 50LTS", PERIODIC MONITCR!NG CF BOLT TIGHTENING 15 ACCEPTA5LE WHEN USiNG "TURN OF THE NUT" METWOD, S. INSPECTOR SWALL VERIFY THAT ALL BOLTS AND W45WER5 CONFOR`1 WiTW THE REQUIRED SPECIFICATION. C. INSPECTOR SWALL VERIFY TWAT THE i"IE""5ER5 TO _eE: CONNECTED ARE PROPERLY ALIGNED PRIOR TO TIGHTENING. D. TESTER 5"4LL CBSERvE THE GALIB5,471CN PROCEDURES WWEN REQUIRED BY TWE ASTM 6PEClFIC4T!CN (4325 OR 449C) AND MCN'7'CR '+ W_= INSTALLATION C= BO'L,75 TO DETERMINE THAT ALL FLIES 0-? CONNECTED "ATER!4L WAVE BEEN DRAWN' TOGET�+=R. GR4DiNG AND FOUNDATCNS: ALL E41R T WWCRK AND FCOTING EX,CAVAT!CNS Sw,4LL BE INSPECTED BT• A REPRESENTATIVE OF $TRE4" LINE ENG!NEER!NG AS REC , :t tENDED B -f' T"E 50:L6 REF'CR T FCR TW15 PROJECT NOTE: SPECIAL INSPECTION OF CONCRETE 15 ONLY REOUiRtD FOR CONCP TE FOCTING5 AND SLAB IN ADDITION r2 (SPARE FAR75 5TCR4SE), FOO. NGS FOR ADDITICN 01 (T WAW AREA) CCN515T CF 15OL4TED 5F=,RFAD FOOTINGS FC!R BUILDINGS 3 STORIES CR LESS ABGvE GRADE FULLY SUPPORTED ON EA RTW CR.RCCK AND EXCEPTION '? TO CBC SCCT!CN 105.3 APPLIES, A fNS'`'ECTCR SW4LL PERIODICALLY fNSP=CT R!-IN=ORC!Nn IN EXCAVATIONS AND FCR' 5 PRIOR TO PLACEMENT OF CONCRETE. IN&PECTCR 5W4LL VERIFY'• BAR SIZE, Nu' !B -ER, PLACEI"ENT AND GRADE FOR CONFORMANCE WITW APPROVED PL4N5. B.. INSPECTOR SWALL VERIFY TWE U5E OF TWE REQUIRED DESIGN MIX, C. INSPECTOR PERIODICALLY CB.5ERVE FLAC!NG CF CONCRETE AND MAINTAIN A PLACING RECORD INCLUDING D4TE, TIME AND FCRTICNS C= CONSTRUCTICN PLACED, D. INSP=ECTOR SHALL MONITOR TAKING OF TEST 5F'ECIMEN5 FOR STRENGTH TESTS, FER~OR1 1 5LU`riP AND DETERMINE 71.4E T EMP`cRATURE OF TWE CONCRETE. S4MPLE5 FOR STR_NGTW TESTS SWALL BE TAKEN AS REQUIRED 51�' 4C11318: 5.6. SOIL 4 FOUNDATION NOTES I, PROJECT DESIGN 15 BASED CN "SOILS !NV55T!G4TION RE PORT FOR SM'JCKERS 5FROUTiNG WAREHOUSE" BY STREAMLINE E1,*!NEERiNG DATED MAY 20, 20!6. 2. ALL EXCAVATION AND EMBANKMENT SWALL BE IN CCNFCR'1ANCE WITH THE EARTWWORK RECCM1""ENDATION5 IN TWE ABOVE REPORT AND BE DIRECTED BY TWE SOILS ENG!NEER, 3, SOIL DES'GN VALUES USED FOR TW.'5 PROJECT ARE AS FOLLOW: BEARING CAPACITY: 150C FSF FOR DEAD {LTV_ LOAD LATERAL BEARING: IOC PCF 33% INCREASE ALLOWED FCR 5WORT DURATION LOADS 4. ALL FOOTINGS, UNLESS NOTED OTWERUjISE 5WALL BE SET AT L EAST !fl•" BELOW ADJACENT FINIS"ED GRADE. 5. FOOTING EXC4VATICN5 SHALL BE IN5FECTED AND 4F'PROVED BY 4 REPR=SENTAT;VE OF STREAMLINE ENGINEERING PRICR TO TWE PLACING OF CONCRETE. CONCRETE NOTES 1. - CONCRETE 5W4LL BE A GC,M"?ERCIALLY AVAILABLE TRANSIT- "'iIX PRORERLY PROPORTIONED AND DELIVERED TO THE SITE IN READY -MIX TRUCKS, AGGREGATE SIZE 5-T4LL BE A MAXIMUM CF i-1/2" IN F0,-NDATIONS AND 3/4" AT ALL OTWER LOCATIONS_ SLUMP 5W4LL NOT EXCEED 4". CURING CCMPCUND 5WALL BE SPRAYED ON ALL EXPOSED SURFACES IMMEDIATELY AFTER FINAL TROWELLING-. 2. ALL CCMENT 5W4LL GONFCRM TO 45-,M STANDARD G -f50. ALL AGGREGATES 5W4LL CONFORM TO ASTM STANDARD C-33. 3. CONCRETE USED FOR FOUNDATIONS AND 5_435 CN GRADE 5"ALL WAVE A MINIMUM 28-D4Y CC =lRE5SIVE 5TREN!.'r1 CF 3000 F5!. AND SHALL NOT CONTAIN LESS THAN 5 1/2 54CK5 C= CEMENT PER CUBiC YARD 4. RE11NF^RCiNG BAR 514 -ES •4 AND 5"141LLER SW,cLL 5W4LL EE GRADE 40 (F"=4C,CCC P51). BARS 05 AND LARGER 5WALL BE GRADE 60 (F "*(oC,000 1=51). ALL REINFORCING 6W4LL CONFORM TO 457^" ST4ND4RD 4-615 EXCEPT W"ERE RE -BAR 15 TO BE WELDED U WER= REINFGRC!NG CONFCR"'!NS TO 45T"1 A"1C6 5W4LL 5=_ USED. 5. R,E!N=O~ GING MAY BE WELDED ONLY A5 5"OU N ON THE5E PLAN5. 74CK WE; TO WCLD FDR 4LIGN^'ENT 544LL NGT BE ALLOWED UNLESS APPROVED BY THE ENGINEER. FRE"EAT ALL 01 AND L. R5EFR BAR FE.R AWS D`�4-92. PREWEAT NOT REQUIRED FOR BAR SIZES •6 AND eMALLER. 6. REIN=:CRGING 5!44L L BE LAID OUT TO M'NIMIZE THE NU"E'.ER O>= SF'LiCES. SPLICES IN CCNTfNUCUS RE!NFCRCEMENT FCR EAR SIZES •3 T"l;,CUG4 04, 5WALL LAP 32 BAR DIAMETERS, Cr-, AS NOTED ON TWE PLANS. BAR SIZES "5 AND LARGER 5WALL LAP 4C BAR Df4"IETER5/ UNLESS 5N0WN OTWERW!SE, TWE MiN!MUM CONCRETE COVER FOR REINFORCING 5WALL BE 1 1/2" EXCEPT WWEN CONCRETE 15 TO BE PLACED DIRECTLY AGAINST EARTH WWERE IT 5W4LL BE 3" 8. ALL 4NCWOR BCLT5 SWALL CONFORM WITW ASTM 4-F?554, 36 K51 UNLE55 CTWER'W15E NOTED. iLDiNG DATA — 2013 Com, OCCUPANCY GROUP: EXISTING 5UILDNG: MAIN OCCUPANCY: 61 (WAREHOUSE) ACCESSORY O='F"ANNCY= D (OF+:ICE) PROPOSED ADDITIONS: 51 (WAREHOUSE) TYPE OF CONSTRRUCTiON: EXISTING BUILDING: VB WITH SPRINKLERS PROPOSED ADDITIONS: VB WITH SPRNKLERS LOCATION ON PROPERTY (AFTER ADDITIONS) NORTH: 60' TO PL EAST: 60'1 EXISTING BUILDING SOUTH: 120'1 TO EXISTING BUILDING= WEST: 180't TO EXISTING BUILDING FLOOR AREA: EXISTING BUILDING: 25,300 SF. FROP05ED ADDITION h: 3/63J S.F. PROPOSED ADDITION •2: 1,400 S.F. TOTAL: 30,39O SF, ALLOWABLE AREA: At ■ 9)000 SF. IfO.iS is 2.0 Aa ■ %0004(0.715 X 3000) + (2D X 13006)1; ■ 33,'150 81=, HEIGHT (EXISTING BLDG): 30.8' MEAN ROOF - 33.A' MAX 1 ALLOWABLE HEIGHT ■ 40' NUMBER OF STORIES: PROPOSED = SINGLE STORY ALLOWABLE : TWO STORY OCCUPANTS: EXISTING 13UILDiNG: PRODUCT 6TOIR'AGE AREA: 45 OCCUPANTS PAR'E'S STOKE AT r A: 11 THAWING: 8 TOTAL: 64 OCCUPANTS EXiT PZOUIFUEZMENTS (ENCLOSED AREA ONLY) 13UILDiNG WiLL BE DiViDED INTO THREE COMPLETELY ' er.7FARATE, NON-C:d JNiCATiNG AREAS FOR EXITW. PRODUCT STORAGE AM- A: I -EXIT REQUIRED 2 EXITS PfOViDED. PARTS STOR4SE AREA: 1 -EXIT REQUIRED I EXiT PROVIDED. THAWING--: -EXIT IEC UIP -ED BUILDING IS Or"k-N FOR EXITiWG ON TWO SIDES EXIT TRAVEL DISTANCE: MAXIMUM PROPOSED: 212' ALLOWA£LE: 250' LIGHT GAUGE STEEL FRAMING I. ALL LIGHT GAUGE S?EEL eTUDS, JOISTS AND TR ACK 5WALL BE GALVANIZED OR PAINTED 5W4PE5 MADE FRC" STEEL CCNFOR"'i[NG TO 45TH 4448. GRADE 4 WiTW A "1!N!r`,UM YiELD POiNT OF 33.00C PSI. 6"AfEE5 AND 5!ZES NOTED CN TWESE PLANS ARE 5T4ND4RD SWAFES AS LISTED IN TWE STEEL STUD MAN JFAGT'JRER'S 4555OCiAT!ON CATALOG 4N:) I,G.G. REPORT ESR NO. 3062F=- 2, COMPONENTS USED Fon SECONDARY FRAMING IN TWE PRE-ENGINEERED STEEL BUILDING SWALL BE STANDARD CCMF'ONENTS 45 MANUFACTJRED BY BUTLER MANUFAGTURNG COMPANY. 3. ALL FRAMING DETAILS FOR NON-3E4R!NG, NO=N-5TRJCTUR4L PARTiTICNS 51-4ALL 45 5WO;;,N IN ESR 3064P USING SCREWED CONNECTIONS UNLESS SHOWN O T WE,RW!SE CN TWESE PLANS. 4_ ALL STUD WALLS S�-!ALL WAVE CONTINUOUS TOP ANO EOTTCM TRACKS OF TW!CK- NESS rlATCWING STUDS UNLESS NCTED OTHERWISE. TOP TRACKS 5WALL BE SPLICED W!TW i4" SECTIONS CF iDENT!CAL I-IATER'4L INVERTED AND LAPPED " ON EACW SECTION AND ATTACWED WITW A M!N!MJM Cr- 3-•'O X I" SCREWS TWRCUGH EACW FLANGE OF EACH PIECE CR 45 6=40LN ON TWE PLANS. 5. ALL 50TTC"1 TRACK SW4LL BE ATTASI-IED TO CONCRETE aL;e5TRCTURE WITH C.14"t X 1 1/2" 5"0T PIN5 AT 24" O,C. UNLE55 NOTED CTWER;.U15E, 6. CONNECTIONS OF LIGHT GAUGE STEEL FRX'IING SWALL BE ACCC'"iPLISWED BY MEANS CF SELF -DRILLING TEK SCREWS OF THE SIZE INDICATED ON TWE PL4N5 W"'EtRE CCNNECTICN 15 NOT SP=ECIFICALLY S"OUN, iT 5"ALL EE MACE AS NOTED PELOW OR F'c-R TWE STANDARD DETAILS 5WOW'N IN TWE STEEL FRAMING M4NUF4CTURER'5 S'ECIFiC4T?CNS AND AF'FRCc'RIATE ICC REF= -CRT. 5TUD TO TRACK:: 1 - •!O SCREW EACW FLANGE JO!5T TO TRACK: 2 - •!C SCREWS TO WALL TCP TRACJG (I TWROUGH CLOSURE TRACK) AND 1 SCREW TO TOP FLANGE OF CLOSURE TRACK BR!DG'NG TO J015TS: 1 - 010 SCREW AT EACH CROSSING E?'RAGING TO STUDS: 1 - •10 SCREW 47 EACW CROSSING 1. SCREW LEiNGTW SWALL aE ADEQUATE TO PENETRATE ALL REQUIRED COMFCNENT5 AND PROVIDE AT LEAST 1/4 PF:OJECTICN OF TWE TWREADED F'CRTICN BEYCNI L45T COMPONENT, 8. SCREW TWRE4�-,5 FOR E4CH 51ZE SCREW 5W4LL BE 45 FCLLO'W5 UNLESS 6=EC!FiC4LLY NOTED 0TWERW1&E: •g SCREWS -!8 WREADS F: R INCW •!O 5' R= L'S - y Tr4E4D5 PER iNCW 2,.*IA Q 1)4 SCREWS - ?4 tWREADS PER 1 --IC" a, SCREWS FOR FASTENING STEEL TO 5 T EEL ST=ALL BE 5TANDARD WEXAGCNAL WEAD SCREWS UNLESS WEADS MAY INTER --ERE U;iTW INSTALLATICN C-- FiN15W SURFACING WHERE FA\ -H AIDED 5CREW5 MAY SE USED, 5CREtU5 USED TO F457EN PLYWOOD 5WALL BE WA=ER HEAD SCR=W5. iG. MIN!" U"'1 SORE=W 5-4CIivG AND EDGE DI5?4NCE 544LL BE 45 FOLLOWS: of SMI IM •S - I/2 t tiNt, tu• 1 *10 4 012 - 3/4" MINIMUM P14 4 114 1" 11. WHERE SWEET METALS GF DIFFERENT T"ICKNE55 ARE TO BE FASTENED, SCREWS SWALL BE DRIVEN 50 TWAT TWE TW'N'NER METAL IS FiRST PENETRATED. 12. ALL BOLTS 4ND ANCWCR ROD SWALL EE AS FOLLC'a': W'GW 5TRENG7W BOLTS (W55) - ASTM A325, TYpE N 3. SECONDARY SCLTING (WEX BOLTS) - 457H A36 (GRADE 2) ANCWCR BOLTS s TIE ROD - ASTM F-1554 (GRADE 3 SPECIAL INSPECTIONS I. REQUIRED SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL INSPECTOR PEIR CWAPTER 11 OF TWE CBC AND LOCAL BUILDING DEPARTMENT REQUIREMENT5. 2. THE 5PECI4L INSPECTOR 5HALL BE HiRED BY TWE OWNER AND APPROVED BY TWE ENGINEER 3, SPECIAL INSPECTOR CERTIFICATIONS SWALL BE SUBMITTED TO TWE BUILDING DEPARTMENT WITH THE PER"lIT APPLICATION. THE 5PECIAL IN5PECTOR MUST BE APPROVED BY TWE BUILDING DEPART1y1ENT PRICR TO BEGINNING CONSTRUCTION. 4, ALL INSPECTOR'S HANDWRITTEN LOGS 5WALL BE AVAILABLE ON TWE J055ITE FOR REVIEW BY BUILDING DEPARTMENT FIELD IN5F�ECTCRS. 5. COPIES CF ALL INSPECTOR REPORTS $WALL BE FILED W!TW TWE LCCAL BUILDING DEPARTMENT ,AND CRANDALL ENGINEERING, REPORTS SHALL BE FILED WEEKLY DUR'NG CON5TRUC7I0N, REPORTS SWALL NCTE ALL DISCREPANCIES WILIETWER CORRECTED OR NOT. 6. UPON COMPLETION OF TWE PROJECT, TWE INSPECTOR SWALL SUE3M!T A FINAL SiGNED REPORT STATING W'HETWER THE WORK REQUIRING SPECIAL IN5FECTICN WAS, TO TWE BEST CF TWE IN5PECTOR'S IGNOWLEDGE, PERFORMED IN CONFORMANCE TO TWE APPROVED PLANS AND 5PECiFiCATION5 AND TWE APPLICABLE WOWMAN5W'P PROVISIONS OF THE CBC AND/CR ICC REPORT. ---', TESTING OF 1458 WILL BE BY APPLIED TESTING CON5ULTANG5 �^ C"ICC, CA. -_ I 8. SPECIAL INSPECTION 15 REQUIRED FOR TWE FOLLOWING ITEMS AND PROCEDURES 45 NOTED. WIGW 5TREN!TTt-1 BOLTING: A. ALL HIGH STRENG7I4 BOLTS ARE TO BE INSTALLED U5!NG "TURN C= TWE NUT" METWOD 5PECIFIED iN TWE NiNTH EDITION OF THE A15C "SPECIFICATION FOR STRUCTURAL JOINTS USING 4577--i 4325 OR A490 50LTS", PERIODIC MONITCR!NG CF BOLT TIGHTENING 15 ACCEPTA5LE WHEN USiNG "TURN OF THE NUT" METWOD, S. INSPECTOR SWALL VERIFY THAT ALL BOLTS AND W45WER5 CONFOR`1 WiTW THE REQUIRED SPECIFICATION. C. INSPECTOR SWALL VERIFY TWAT THE i"IE""5ER5 TO _eE: CONNECTED ARE PROPERLY ALIGNED PRIOR TO TIGHTENING. D. TESTER 5"4LL CBSERvE THE GALIB5,471CN PROCEDURES WWEN REQUIRED BY TWE ASTM 6PEClFIC4T!CN (4325 OR 449C) AND MCN'7'CR '+ W_= INSTALLATION C= BO'L,75 TO DETERMINE THAT ALL FLIES 0-? CONNECTED "ATER!4L WAVE BEEN DRAWN' TOGET�+=R. GR4DiNG AND FOUNDATCNS: ALL E41R T WWCRK AND FCOTING EX,CAVAT!CNS Sw,4LL BE INSPECTED BT• A REPRESENTATIVE OF $TRE4" LINE ENG!NEER!NG AS REC , :t tENDED B -f' T"E 50:L6 REF'CR T FCR TW15 PROJECT NOTE: SPECIAL INSPECTION OF CONCRETE 15 ONLY REOUiRtD FOR CONCP TE FOCTING5 AND SLAB IN ADDITION r2 (SPARE FAR75 5TCR4SE), FOO. NGS FOR ADDITICN 01 (T WAW AREA) CCN515T CF 15OL4TED 5F=,RFAD FOOTINGS FC!R BUILDINGS 3 STORIES CR LESS ABGvE GRADE FULLY SUPPORTED ON EA RTW CR.RCCK AND EXCEPTION '? TO CBC SCCT!CN 105.3 APPLIES, A fNS'`'ECTCR SW4LL PERIODICALLY fNSP=CT R!-IN=ORC!Nn IN EXCAVATIONS AND FCR' 5 PRIOR TO PLACEMENT OF CONCRETE. IN&PECTCR 5W4LL VERIFY'• BAR SIZE, Nu' !B -ER, PLACEI"ENT AND GRADE FOR CONFORMANCE WITW APPROVED PL4N5. B.. INSPECTOR SWALL VERIFY TWE U5E OF TWE REQUIRED DESIGN MIX, C. INSPECTOR PERIODICALLY CB.5ERVE FLAC!NG CF CONCRETE AND MAINTAIN A PLACING RECORD INCLUDING D4TE, TIME AND FCRTICNS C= CONSTRUCTICN PLACED, D. INSP=ECTOR SHALL MONITOR TAKING OF TEST 5F'ECIMEN5 FOR STRENGTH TESTS, FER~OR1 1 5LU`riP AND DETERMINE 71.4E T EMP`cRATURE OF TWE CONCRETE. S4MPLE5 FOR STR_NGTW TESTS SWALL BE TAKEN AS REQUIRED 51�' 4C11318: 5.6. SOIL 4 FOUNDATION NOTES I, PROJECT DESIGN 15 BASED CN "SOILS !NV55T!G4TION RE PORT FOR SM'JCKERS 5FROUTiNG WAREHOUSE" BY STREAMLINE E1,*!NEERiNG DATED MAY 20, 20!6. 2. ALL EXCAVATION AND EMBANKMENT SWALL BE IN CCNFCR'1ANCE WITH THE EARTWWORK RECCM1""ENDATION5 IN TWE ABOVE REPORT AND BE DIRECTED BY TWE SOILS ENG!NEER, 3, SOIL DES'GN VALUES USED FOR TW.'5 PROJECT ARE AS FOLLOW: BEARING CAPACITY: 150C FSF FOR DEAD {LTV_ LOAD LATERAL BEARING: IOC PCF 33% INCREASE ALLOWED FCR 5WORT DURATION LOADS 4. ALL FOOTINGS, UNLESS NOTED OTWERUjISE 5WALL BE SET AT L EAST !fl•" BELOW ADJACENT FINIS"ED GRADE. 5. FOOTING EXC4VATICN5 SHALL BE IN5FECTED AND 4F'PROVED BY 4 REPR=SENTAT;VE OF STREAMLINE ENGINEERING PRICR TO TWE PLACING OF CONCRETE. CONCRETE NOTES 1. - CONCRETE 5W4LL BE A GC,M"?ERCIALLY AVAILABLE TRANSIT- "'iIX PRORERLY PROPORTIONED AND DELIVERED TO THE SITE IN READY -MIX TRUCKS, AGGREGATE SIZE 5-T4LL BE A MAXIMUM CF i-1/2" IN F0,-NDATIONS AND 3/4" AT ALL OTWER LOCATIONS_ SLUMP 5W4LL NOT EXCEED 4". CURING CCMPCUND 5WALL BE SPRAYED ON ALL EXPOSED SURFACES IMMEDIATELY AFTER FINAL TROWELLING-. 2. ALL CCMENT 5W4LL GONFCRM TO 45-,M STANDARD G -f50. ALL AGGREGATES 5W4LL CONFORM TO ASTM STANDARD C-33. 3. CONCRETE USED FOR FOUNDATIONS AND 5_435 CN GRADE 5"ALL WAVE A MINIMUM 28-D4Y CC =lRE5SIVE 5TREN!.'r1 CF 3000 F5!. AND SHALL NOT CONTAIN LESS THAN 5 1/2 54CK5 C= CEMENT PER CUBiC YARD 4. RE11NF^RCiNG BAR 514 -ES •4 AND 5"141LLER SW,cLL 5W4LL EE GRADE 40 (F"=4C,CCC P51). BARS 05 AND LARGER 5WALL BE GRADE 60 (F "*(oC,000 1=51). ALL REINFORCING 6W4LL CONFORM TO 457^" ST4ND4RD 4-615 EXCEPT W"ERE RE -BAR 15 TO BE WELDED U WER= REINFGRC!NG CONFCR"'!NS TO 45T"1 A"1C6 5W4LL 5=_ USED. 5. R,E!N=O~ GING MAY BE WELDED ONLY A5 5"OU N ON THE5E PLAN5. 74CK WE; TO WCLD FDR 4LIGN^'ENT 544LL NGT BE ALLOWED UNLESS APPROVED BY THE ENGINEER. FRE"EAT ALL 01 AND L. R5EFR BAR FE.R AWS D`�4-92. PREWEAT NOT REQUIRED FOR BAR SIZES •6 AND eMALLER. 6. REIN=:CRGING 5!44L L BE LAID OUT TO M'NIMIZE THE NU"E'.ER O>= SF'LiCES. SPLICES IN CCNTfNUCUS RE!NFCRCEMENT FCR EAR SIZES •3 T"l;,CUG4 04, 5WALL LAP 32 BAR DIAMETERS, Cr-, AS NOTED ON TWE PLANS. BAR SIZES "5 AND LARGER 5WALL LAP 4C BAR Df4"IETER5/ UNLESS 5N0WN OTWERW!SE, TWE MiN!MUM CONCRETE COVER FOR REINFORCING 5WALL BE 1 1/2" EXCEPT WWEN CONCRETE 15 TO BE PLACED DIRECTLY AGAINST EARTH WWERE IT 5W4LL BE 3" 8. ALL 4NCWOR BCLT5 SWALL CONFORM WITW ASTM 4-F?554, 36 K51 UNLE55 CTWER'W15E NOTED. GENERAL NOTES d 2013 CALIFORNIA BUILDING C( ENGfNEER'NG DESIGN LOADS R 2013 CALIFORNIA ELECRTICAI �t 2013 CALIFORNIA PLUMBING C ROOF LIVE LOAD ^`NIMUf-15- F_R CBC TABLE ' :ICIS1i A,2013CALIFORNIA MECHANICA WiND LOADING BASED ON: !!C MFW/EXP05URE °C'P 2013 CALIFORNIA ENERGY COI DESIGN: p 2013 CALIFORNIA GREEN BUILT SITE CATEGORY: D O 2013 CALIFORNIA BUILDING C( RISK CATEGORY: II STRUCTURAL PROVISIONS 55 - 6I% 5; - 2TO 2013 CALIFORNIA FIRE CODE SDS 0.534 SDl = C.3348 0 OTHER: 5DC "D" COMPLETION OF THIS REVIE S=RS: SC~1F/5G5%- CONSTRUCTION TO PROCEED IN C5 ■ 0.1524/0.1642 STATE OR LOCAL 4N4LYSE5 8`' E UiVALENT LAT=RAL �R 1 � 2. CONSTRUCTION 5644LL CCN=ORI-' TO T"E5E FL :NS AND 4JNT1ER"'EST:C0NSU CODES AND LOS -4- ORDINANCES INCLUDING 2013 CALIFORNIA STATE BU!LD!NG CODE, TITLE 24, PART 2 2013 CALIFORNIA STATE ELECTRICAL CCDE,TITLE 24, PART 3 2013 CALiFORN:4 STATE MECHANICAL CODE, TiTLE 24, PART 4 2013 CALIFORN!A STATE PLUMBING CODE, TiTLE 24, PART 5 2013 STATE ENERGY CODE, TITLE 24, PART 6 2013 CALIFORNIA STATE FIRE CODE, TITLE 24, PART g 20!3 CALiFCRNiA STATE GREEN BUILDING CGDE STANDARDS, TiTLE 24, FART I'. 3. STEEL BUiL^!NG 5WALL BE DE5IGNED BY OTWERS TO CBC AND 1"'-!-'A REQU!REMEN'TS. MANUFACTURER 5WALL PROVIDE SWO`� DRAW''v'GS AND CALCULATIONS AS REQUIRED BY LOCAL BUILDING DE=ARTMENT. 4. EAC" SUBCONTRACTOR 5WALL EXAMINE TWE PLANS GARE;'ULLY U,""rW RESPECT TO ADJOINING WORK_ ANY CCNFLICTS SWALL B= REPOR ED TO TWE ENGINEER PRICR TO THE BEGINNING- CF WCR:K. 5. TWE SEAL AND SIGNATURE FOR TWESE PL4N5 APFLIE5 ONLY TO T"E DESIGN ON TWE @UILDING CGMPCNENT5 AND FEATURES SWC'IWN AND C_-=EC?FICALLY DETAILED ON TW=_SE PLANS AND 15 NOT INTENDED AS TWE SEAL OF THE ENG -!NEER OF RECORD FOR TWE ENTIRE PROJECT. DEFERRED SUBMITTALS TWERE W'LL BE NO DEFERRED 5UB'MiT74LS FOR TWIS PROJECT PROJECT LOCATION- FIRROJECT OWNER- 31 llNER3i SPEEDWAY AVE. SMUCKER NATURAL FOODS, INC. CI-IICO, CA 95925 P.O. BOX 369 CHICO, CA SSS21 iNDEX O11-22 DRAWINGS CO NOTES PERMIT# Cl SITE PLAN BUS CUINTY IAC VLLk NIN ENT SERVICES C2 f Al i1 ALAN REVIEWED FOR CMOE C011VA PLIAN AlOOi` i —N DAT/ E gy c. A2 ELEVATiOI NS A3 SECTIONS DETAILS 61 FOUNDATION PLAN _ Gf1 GREEN CODE CHE%o'o­w'fo**4I iSi +T El ELECTRICAL PLAN E 7 E24 TITLE 24 DOCUMENTATION ...� ? r rr -s,'_I aEE ALSO PLANS BY OTHERS: A. PLANS BY BUTLER MAN0=ACTURiNC-3 COMPANY FOR JOSS NO 16-013105 (ADD 01), SHEETS 1-25, AND NO, 16-015121B (ADD 02), SHEETS 1-14. D. FIRS SPRINKLER PLANS BY FOOTHILL FIRS PF:OTECTiON FOR "SMUC: KERS COLD STOf^f fdl-�iE ADDITIONS" c v�� - V jN.-ra PRLOJECT SiTE r^RPV 4F:Xtii h• ,k,si Y ICINITY MN 6 C A LE" SCOPE OF P1lOPOSED WORK TWE INTENT OF TW!5 PROJECT i5 TO CONSTRUCT TWO ADDITIONS TC AN EXISTING GOLD -STORAGE WAREHOUSE, 50 `T,4 ADDITIONS WILL CONSIST OF 4 FRE -ENGINEERED. 34FREF45RiC47ED STEEL BUILDING ON SITE -BUILT CCNCRETE FCUNDATICNS. ADDITICN •' WILL CON''O' X 41 ROCF-CNLY STRUCTURE IP''!'-•IEDIATE'_Y ADJACENT TO TWE SOUTW SIDE CF TWE EXISTING BUILDING. TWE CON57RCT+CN AREA 15 CURRENTLY PAVED AND THE EX15 T TNG PAVING WILL ONLY BE REl-CVED WWERE REGU!RED TO FOR'; FOOTINGS FOR TWE NEW ADDITICN. . ADDITION "2 WILL CCN5157 OF A 20' X '10' LENGTH ADDITION TO THE EX!5. !N BUILDING. TWE BUILDING AREA i5 CURRENTLY PAVED; AND TW'S PAVING WILL LE REMOVED TO CONSTRUCT NEW FOUNDATIONS AND A NEW FLOOR 5L4E= FOR TWE MJ!LDING. THE AREA IS TO BE USED FGR THE STORAX FACTORY ECJIF1r'EN'T. GENERAL NOTES d 2013 CALIFORNIA BUILDING C( ENGfNEER'NG DESIGN LOADS R 2013 CALIFORNIA ELECRTICAI �t 2013 CALIFORNIA PLUMBING C ROOF LIVE LOAD ^`NIMUf-15- F_R CBC TABLE ' :ICIS1i A,2013CALIFORNIA MECHANICA WiND LOADING BASED ON: !!C MFW/EXP05URE °C'P 2013 CALIFORNIA ENERGY COI DESIGN: p 2013 CALIFORNIA GREEN BUILT SITE CATEGORY: D O 2013 CALIFORNIA BUILDING C( RISK CATEGORY: II STRUCTURAL PROVISIONS 55 - 6I% 5; - 2TO 2013 CALIFORNIA FIRE CODE SDS 0.534 SDl = C.3348 0 OTHER: 5DC "D" COMPLETION OF THIS REVIE S=RS: SC~1F/5G5%- CONSTRUCTION TO PROCEED IN C5 ■ 0.1524/0.1642 STATE OR LOCAL 4N4LYSE5 8`' E UiVALENT LAT=RAL �R 1 � 2. CONSTRUCTION 5644LL CCN=ORI-' TO T"E5E FL :NS AND 4JNT1ER"'EST:C0NSU CODES AND LOS -4- ORDINANCES INCLUDING 2013 CALIFORNIA STATE BU!LD!NG CODE, TITLE 24, PART 2 2013 CALIFORNIA STATE ELECTRICAL CCDE,TITLE 24, PART 3 2013 CALiFORN:4 STATE MECHANICAL CODE, TiTLE 24, PART 4 2013 CALIFORN!A STATE PLUMBING CODE, TiTLE 24, PART 5 2013 STATE ENERGY CODE, TITLE 24, PART 6 2013 CALIFORNIA STATE FIRE CODE, TITLE 24, PART g 20!3 CALiFCRNiA STATE GREEN BUILDING CGDE STANDARDS, TiTLE 24, FART I'. 3. STEEL BUiL^!NG 5WALL BE DE5IGNED BY OTWERS TO CBC AND 1"'-!-'A REQU!REMEN'TS. MANUFACTURER 5WALL PROVIDE SWO`� DRAW''v'GS AND CALCULATIONS AS REQUIRED BY LOCAL BUILDING DE=ARTMENT. 4. EAC" SUBCONTRACTOR 5WALL EXAMINE TWE PLANS GARE;'ULLY U,""rW RESPECT TO ADJOINING WORK_ ANY CCNFLICTS SWALL B= REPOR ED TO TWE ENGINEER PRICR TO THE BEGINNING- CF WCR:K. 5. TWE SEAL AND SIGNATURE FOR TWESE PL4N5 APFLIE5 ONLY TO T"E DESIGN ON TWE @UILDING CGMPCNENT5 AND FEATURES SWC'IWN AND C_-=EC?FICALLY DETAILED ON TW=_SE PLANS AND 15 NOT INTENDED AS TWE SEAL OF THE ENG -!NEER OF RECORD FOR TWE ENTIRE PROJECT. DEFERRED SUBMITTALS TWERE W'LL BE NO DEFERRED 5UB'MiT74LS FOR TWIS PROJECT PROJECT LOCATION- FIRROJECT OWNER- 31 llNER3i SPEEDWAY AVE. SMUCKER NATURAL FOODS, INC. CI-IICO, CA 95925 P.O. BOX 369 CHICO, CA SSS21 iNDEX O11-22 DRAWINGS CO NOTES PERMIT# Cl SITE PLAN BUS CUINTY IAC VLLk NIN ENT SERVICES C2 f Al i1 ALAN REVIEWED FOR CMOE C011VA PLIAN AlOOi` i —N DAT/ E gy c. A2 ELEVATiOI NS A3 SECTIONS DETAILS 61 FOUNDATION PLAN _ Gf1 GREEN CODE CHE%o'o­w'fo**4I iSi +T El ELECTRICAL PLAN E 7 E24 TITLE 24 DOCUMENTATION ...� ? r rr -s,'_I aEE ALSO PLANS BY OTHERS: A. PLANS BY BUTLER MAN0=ACTURiNC-3 COMPANY FOR JOSS NO 16-013105 (ADD 01), SHEETS 1-25, AND NO, 16-015121B (ADD 02), SHEETS 1-14. D. FIRS SPRINKLER PLANS BY FOOTHILL FIRS PF:OTECTiON FOR "SMUC: KERS COLD STOf^f fdl-�iE ADDITIONS" c v�� (s) r-1 70' CL X, lb RE"CvF EXISTING RAIL (y 4 INSTALL NEW STEEL -� / Fl!=E t-IANDRA;L BOTH DES AS 5POLLN cI EX15-;NG: Mr=v noN, (c E X 15 T I NrSE"M rax ON W4L1LL4T-Q — REMAIN 0 TW 45 6w0WN DIRECTION OF r, DETAIL ALL U)ELD5 TO BE GROUND 551 100'11,4 PRIOR TO PAINTING LEVATICM RAMP TO REMAINrz- TRAVEL UPFER $44NDR4!L /TER!"fINATION AT BUILDING SIDE EXTEND HANDRAIL /AROUND OPEN /SIDES OF LANDING , i YELLOW GLUE -DOWN MAT WITH TRUNCATED DOMES CONr-OR-,'NG O 115-105.1.1.1 kc -TALL PER MANUFACTURER'S SPECIFICATIONS GN EXISTING PAVING ........... ...... .................... .............. . ........... ....... ......... ELEVATION 0 N, -�'v�b`-ELECTRICAL yq EOUIPMENT Av - EXISTING CURB RA! -I!= X W SI i � DETAIL: ,.oft. I top diameter of 0.45-0.47_._.__ —-- 11.4 rrr,,)- 11.9 mm base diameter of 0.9-0.92 22.9 mm -23.4 mm 0. 18-0.22 4.6mm-5.6mm elevation (enlarged) 2.3-2.4 0.65 min 2.3-2.4 16,5 Doo -off 0 0 (b) plan DETAIL J F 0 R teff E C.","vii"' 11., 1 A 'w',11 0 E- U 1 T, . T c ON s T 11 N! G G R 0 U P PROJECT COMPLIANCE WITH CMC 110-202A_ IT 16 THE INTENT C;= THE PRCP051FD LLIORK T�44T BOTt4 TF4=- PROPOSED NEW CONSTRUCTION AND ALL PORTIONS C;: THE EXISTING BUILDINGS AND FACILITIES REOU!R,E:) BY CBC 115-202.4 BE I`1ADE ACCE55151-E. TI -405E FEATURES TO BE REVISED OR ADDED INCLUDE Ti, -4E 7441E FOLLOLJ!NG FEATURE5: 1) PRIMARY ENTRANCE 4 PATH OF TRAVEL: EXISTING MAIN ENTRANCE AND NEW ENTRANCE TO 11-4E PRCE'05ED ADD1711ON15 ARE TO BE FULLY ACCESSIBLE, 2) TOILET FACILITIES: ACCESSIBLE TOILET FACILITIES FOR EACH SEX ARE TO a=- CCNSTRJCTED AS SI40-'N ON TI-IESE FLANS, 3) TµERE ARE NO DRINKING FOUNTAINS EITI-IER EXISTING OR PROF:D05ED- 5) THERE ARE NO PUBLIC 71ELEPI-JONE5 EITHER EXi5TiN5 OR PROPOSED. ) — ,- PERMrr# BUTTE COUNTY MEILDONIL-Nt ��E-H�vlc ���zs rs-- REVIEWED FOR FCOD MPLIANC DAT BY. Building AREA USE PARKING REQ SQ. FT./SPACE REQUIRED SPACES ,WAREHOUSE & SHIPPING 160650 Warehouse 2000 80.3 COLD STORAGE EXISTING 23,500 Warehouse 2000 11.8 ADDITION #1 3,690 Warehouse 2000 1.8 ADDITION #2 1,400 Warehouse 2000 0.7 WASTEWATER CONTROL 2,400 MANUFACTURING (LIGHT) 1000 2.4 MANUFACTURING BUILDING OFFICE 2100 OFFICE 300 7.0 OFFICE 6250 OFFICE 300 20,8 PACKAGING MATERIALS 38496 WAREHOUSE, 2000 19.2 MANUFACTURING 21894 MANUFACTURING (LIGHT) 1000 21.9 GLASS STORAGE 21900 WAREHOUSE 2000 11.0 REMODELED WAREHOUSE EXISTING WAREHOUSE 12300 WAREHOUSE 2000 6.2 OFFICE 466 OFFICE 300 1.6 SPROUTING BUILDING WAREHOUSE 14560 WAREHOUSE 2000 7.3 UTILITY 780 WAREHOUSE 2000 0.4 MANUFACTURING 16700 MANUFACTURING (LIGHT) 1000 16.7 TOTAL REQUIRED SPACES: 209 4 �MATEFZIALS �'-Lu /LOADING OFF AIRE LLLL�Li I ''1 11,11 , W , , r 96 SF-+ 35 4 J f4OU5Et LA Z C2 SIM FE" tE w A v EXIeTNG FAMeM 10 5PACZ8 'EX18tWS PARKING (2 AcmeezLe) BUILDINGS UNDER 50 5PAr-ES 1-14NUFAC:7URING BUILDING CON15TRJ'�' CTION 5 t-04F�<ING PLAN: P 1 00 SEPARATE PERMITec,6AC 5,P, TOTAL PRO'VIOM f0AfZ<J?%* • 210 6-1ACZ6 '0 -SIGNS 4 MAF21eItqCz CONTRACTOR TO FIELD VERIFY ALL NOTED SIGNS AND PAVEMENT MARKINGS. PROVIDE NEW SIGNS AND MARKINGS 111!415RE MISSING, REPAIR OR REPLACE EXISTING U114EN DAMAGED, FADED OR OTHEMISS- NON -COW-05:111Wa. 12" I.P.C.G.. PARKING ACCESSIBLE P4R<Nr;t c --=ACE IDENT1r-iCAT10N1 S!GN 10e 12" BUMPERS. TYPICAL Cl PERCBClie-502.6 MOUNTED AT SC" ABOVE FG .SEEWHERE 5�40WN eE) 0 ACCE551=1 - E PARKING SPACE IDENTIFICATION SIGN PER CBG MOUNTED AT aO" ABOVE FG WIT S4 'VAN Acr-E5515LE" t-IOUNTED, IMMEDIATELY 5ELCW TPE W4EELC1-4AIR SY!"1150L. RAr-1p SIGN r-ONr-OFZ'-1ING WITP GEC 1155022 STATING "UN4UTPO11R!ZED VEHICLES ... MAY EP, E T0 -`ED A T C!,L NIE R'5 EXPENSE.... E 3o"X36" LL�1TE INTERNATIONAL SYt-iECL OF 4CCE55r-BILITY ON SQUARE BLUE BACKGROUND. C -5C PAVEMENT SURFACEt�4114R<Nfi -BLUE BOIZDER WIT�4 BLUE 014;p, PARKING PAVEMENT WWITE P4%:4 AT Bro" CC;, GBC; ONLY < 3 W�-;! TE PARKING PAVEMENT SURFACE M42<!NG - PAINT 'NO IN 12" WSL4 LETTER5 WHITE LETTERS. CBC 113-503.3 ONLY ,IAN AN PREFLEr-TORIZED SIGNS UJITI4 rACCESSIBLE -,---/,-W4[TE I`-1AFZ<ING MINIMUM 6 72" CN F=LUE SA UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT OR BY TELEPHONING BLANK SPA' -E5 TO E3= FILLED IN LUITu INPOR"ATION A5 FE;R'14NENT FAR' OF S!GN. D I =71"AIL K*A 5ACXG!ROUND FINE `250 <- MINIMUM FINE $2DJ50 -___' r >r=TAIL 'Ko C2 DrETAIL 3" W4TE LETTERS FRE;=LEr-TCfR!ZED SIGNS WITH WHITE I`-14NZ<!NG ON BLUE eAr-<G1;ZCUN1) AS SWOU.N. NORTH VALLEY BUILDING SYSTUAM *30 SEVILLE CT. CHI C 0, CA 9 5 9 2 0 P H ' 0 N 5E 1301 345-7296 SIDEWALK (E) — -� I / (Y 7 �- SIDEWALK (E) 4 4�O c -7 NO PA 3 L 0 r� (- �, ; L �6 i� I lJ; '�� EXISTING PAVING UJITI-4 2% r14X!"X1 SLC -E 9.0' 8.0' i a O' 8.0' 9.0' 5.0' 9.05.0'g.0,e DETAIL P-10, 7-7 e=" Zk47iQ7L*r."7"5 V�777: 7 TITLE: ADDITIONS TO EXISTWS COLD-STOR4atz: BUILDING FOR SMIUCKEP.5 NATURAL FOODS, INC. 31 SPEEDWAY, CHICO (BUTTE Cod, CA PARKING FLAN 5448 :V7err61l fW.9 Road FAndposs, CA Phone: (209) 966-4844 vI alraj { - L�___ / DETAIL EXISTING MILD ..IANCE INI -co GROUP RI OP LINE CP: G-� �j PERMIT k--�A BUTTE COUN T -V DLVL-L0Ptv1r:Nt 6tRVICE§�� REVIEWED FOR COD �0LIAI��t„/�EMP DATE i Q rBY1= 4 DETAIL RJWSIONS: SCALE: SHEET pF s PERPL4NS�4EC< DATE: MARK NOTE r 5/22/!5 FILE: V A' 8 5\1F023 SMUCYERS 0- c 16-2\023-C2 dwq JOB NO: OF 16p23 ' 27- T- 777r - EXi57N-G NATURAL VENTILATION OF PARTS STORAGE SPACE ENCLOSED SPACES ARE FRCVI[)E:D W!Tr4 NATURAL VENTILATION -45 REQUIRED BY CBC SECTION 1201"Z.1, ENCLOSED AREA E4, UNIT .4,200 5F. ;REaWRED V=ENA15LE ARSA - 0.04 X 420 5F. 168 5-L' PROVIDED C=ENABLE ARE -4: I - I 1 1, .1 - I i a el TOTAL r 201 5F, FRGvIDEC KEY: =E !LLU-11N,47ED EXIT 5:GN PER CE3� 101P.5, (-,�-.EE ELECTRICAL FLAN) LUALLMOUNT 2A:105C FIRE EXT!NIGUISWER UJ T? LOCATOR 5!GN CN WALL 45 VE. FIRE EXTINGJ!5�4=-FR DANDLE TO BE AT 48" .4;:F, VERIFY LOCATION W1Ti4 O O r -!;RE DEPARTMENT T FRICR TO INSTALLATION. O N',;r-115EIR Or- PCCJJf-.4LNT 5 IN EACW 5f -ACE BASED ON CBC �4ATCW=-:) AREA IND!CATE5 EX15T ING BUILDING TO RE'" AIN. Ap ow" A N Ap L 0 (" mo �00) 3/32 A R E Vii F-7- VVE- D FOR CODE COMPLIANCE QC T 11 4 2"01115 NTE VIE coQ'-4QJ 11 T!".1r. r,,Pnup rr # bi � - t 9 -zls BUTTE COUNTY DFV*ELOPNIENT SERV REVIEWED E01 0.30DE COMPLIAN /'(b BY -T-- I. NO HAZARDOUS, MATERIALS IN -0UATfTIES EXCEEDING THOSE LISTED BY CZC TABLt 301.1(1):6HALL BE STORED IN THIS BUILDING. 2. ALL CONSTRUCTION, BOTH EXISTING AND Fj;ZOpOSEr.> 18 To ME CLASSIFIED AS V13 CONSTRUCTION, EQUIPPED THROUGHOUT WITH AN AUTOMATIC FIRE EXTINMISHWS SYSTEM. 3. ANY STORAtGE OF COMBUSTIBLE GOODS IN PILES, PACKS OR OTHERWISE SHALL REQUIRE A SEPARATE PERMIT. 4. NO SPACE C4NDITIONIW-s EQUIPMENT IS TO ME INSTALLED AS A PART OF THIS PROJECT. 10 25 -0" ol I IN 12 I IN 12 BUTLER FREFINISHED STEEL GABLE TRIM COLOR 'LAVA' ABS G;RAvITY ROOF VENT \EXISTING BUILDING I iN 12 BEYOND BUTLER PRIFFINI!N-IED STEEL I IN 12 EXISTING BUILDING I IN 12 GABLE TRIM COLOR 'LAVA' BEYOND o I lI Ii I I' � � ( ; +� I� f !; ; �� j Ij 'I �j l I� I � i I � I i � I EXPOSED STEEL/ 0 FRAME BY BUTLER I 91 WEST ELEV BUI'LERIB 11 CCRR'JGATED STEEL F00=[NrS WITH ZN-AL PlNleH CONTINUOUS- GUTTER COLOR "LAVA". LOCATE D.S. BUTLERiB 11 FREPINIS1,4ED 5TEEL WALL PANELING WITP FACTORY APPLIED FINISH COLOR "COOL BIRCH WHITE" BLITLER,15 If PREr—INISWED STEEL WALL AT I ON PANELING WITH FACTORY APPLIED FINi5l—1 COLCIR "COOL BIRCH LU"ITE" NORTH ELEVATION BUTLER FRE;:INIS�-IED STEEL C-45LE 7FR!i` CCLCI---,' 'LAVA' I IN 12 \EXPOSED STEEL FR4r'IE 5JTLER EXISTING GUA 1TRtlCK RX`lF= TO F--='-l4IN TO FEMA "N E 6T ELEVATION R0CF:[Nn WITH ZN-4L FINISH CONTINUOUS GUTTER COLCIR '14V4". FIELD— j "ICCATE D.5. BUTLER15 11 f=REFPN'5w=D 5rEEL WALL PANELING WITH FACTORY CRY AFFLIED FIN46H COLOR "COOL 5!FR(--H WHITE" F INSTALL NEW 30110 DOOR IN EXISTING BU!LDINe-z a" 60UTH E LEVA I ICON 1 IN 12 BUTLE;RIB 11 CORRUGATED STEEL - ROOPiN* WITH ZN-41— F:INIS=4 OPEN SLOPE CONCRETE PEDESTAL AT E4. FRAME TOP a BLDG FP I I N 12---t CONCRETE PEDESTAL AT EA.>/ FRAME TOP BLDG F7- 3/4"t I- L CONCRETE PEDESTAL AT EA.>/ FRAME TOP BLDG F7- 3/4"t EXPOSED STEEL/ EXISTING DOOR TO BE COW -INS BY RE"10VED. COVER OPENING BUTLER M.C. LUITI4 BUTLEIRIB 11 STEEL SIDING TO MATCH EXISTING CONTINUOUS GUTTER ,--�COLCIR "LAVA". F=IELD LOCATE D.S. TRUCk, FRA'71F (E) NOTE: ALL PROPOSED ADDITION EXTERIOR. COLORS AND FINISHES WILL MATCH COLORS AND FINISHES 01= EXISTING IBUILDING. PERIVIrrit QA 6 AL 3 BUTTE COUNTY DEVELOPMEN I bLHvlut:z> REVIEWED FOR CODE COMPLIANCE DATE7-T'S �lb �B REV FOR CODE C07v--PLIANCE 0 I T E R V1 E S T CONSULTING GROUP ROCFIN!s W/ AL-ZN F!N!5P 1/2 IN V {I `PANEL SUSPENSION i 5Y5TE!`1 PER PANEL MANUFACTURER i 1 � I A" INSULATED 1 PANEL CEILING I 4" INSULATED WALL j CEILING PANEL SYSTEM 7> DESIGNED BY OTUER5.. f `\`INSULATED PANEL 1 BOX AROUND yf BUTLER FRAME 3" VINYL BACKED FIBERGLASS INSULATION j BUTLER FRAMES ENCASED IN WALL PANELS 1 1 1 i j I Q" CONCRETE SLAB I' WITI4 •A a 12" O.C. E.W. i 6" RIGID INSULATION it Ll' 1=1 11= I IzlI _=1 I I__ -=1 ;---!j=1! - __I 1�1-11 ! I I=1 iI I i f I ISI I i -I - i =11 L�=1 1 I- 1 -I I i -! ►1=1 i i► --- -1 _! i i PROPOSED ADDITION EXISTING CONSTRUCTION 4" CONCRETE BASE SLAB SUBG-RADE WITP PEAT TUBE5. 'REINFORCE PREPARED PER ( WITP 6/6/10/10 WLLM SOILS REPORT STANDARD ROOF -TO -WALL Vd'■I'-O" ASSEMBLY W/ FLEXIBLE RUBBER MAT FLA5PING BY\-\- P,(1TI FR SAF �iir" �l TRANSITION BY BUTLER BUTLER MR -24 BUTLER MR -24 3" VINYL BACKED STANDING SEAM 574NDING �feERGLASS BUTLER STANDARD c.,"cI ScaM STEEL TEFL RO„ .NG INSULATION (E) GABLE TRIM ROOFING CEI -------------- ——— ------ -- I -------- ----- -- --- -- -- 1 (I ENDWALL ROOF ENDWALL ROOF BAM BY euTLER \Z -PURLINS '`r 5'! ! eEAM BY BUTLER 1 TO (-Qr_rAlN O.G. BY BUTLER (E) L - ! 5!MPLE -SPAN I 6T! I 6!RT5 BY BUTLER /�I EXISTING I `) ' EX"STING SIDING To / I REMOVED) G!RTS TO BE E- MOVED � REMGVED Ell > I I ENDWALL COLUMNS I f EXISTING ENDWALL BY BUTLER I COLUMNS TO I REMAIN . 9" CONCRETE e;' CCN --RETE 5L AB �I SL 415 WITW 04 6 12" wITP •A v 12" O.C. E.W. 1 O.0 E.w. (E) ILI F: I% L_ i ---T --- l� —i I li I! f I I t �f I 1 l._I !►--I 11_i i 1-i ►!--I I '- I ,_III- I `- 1 I_ I I I �I 1 I t�l 111. l i i I -I -� �- I I ! -► I I 11=1 11=� 11==1 l i• -I I!--1 l i--1 ! � �;-�_:_-I I►-�-- i 2" CLE:AN� SUBGRADE 54ND P-1 15E PREPARED PER/ 50iLS REPORT 10 MIL VI5Q'JEEN Pf201POSED ADDITION EXISTING CONSTRUCTION I 51EGTION ROOT=ING S( PER f LAI B� BUTLERf1 STEEL RCCFI W/ AL-ZN FIN BUTLERIB S'Fct SIDING (E) STEEL EAVE STRUT. EW FOR N II 1N - 12" BU _D G _ BY BUTLER 'ecTIO G 1/d"•1' -O" CUT AWAY FLANGES AND BEND U!EB A5 SPO'WN Z -GIRT BY BUTLER (E)� - / 6005!50-43 JA`'TB STUD- - ! EACu SIDE r i \Z -GIRT (E) BUTLERIB STEEL SIDING NOT SWCWN FOR CLARITY l ! I ! I I �I I STEEL DOOR F At. F ! TO BE INSTALLED PER I 1 i MANU=ACTURER'S 1 RECUIREMENTS -,-___CUT POLE IN EXISTING 5!DING AS RECUIRED. TRIM WITP BUTLER STANDARD GOT-TPONENTS TOP OF CONCRETE (E) 0 2 - 3/8"o X 3" N TITEN PD U CONCRETE \ O CUT AWAY FLANGE5 AND P 4NCOR5 e 4" C.G. ki /BEND WEB 45 5140'LN SECT I CNN NTS DIMEN510NS 51-10,19N ARE EX15TING CONSTRUCTICN DETAIL E A 11L ZI U I z c 'I C, MIN 8" MIN DETAIL rf='%N V4"211.011 ACCESSIDLE RR EOWREMENTS TO BE MELD VERIFIED. CONTRACTRO SHALL VERIFY ALL ITEMS AS NOTED. REPAIR OR REEPLACE ALL NOMI CONFORMM ITEMS A. ALL W.C.'S TO NAVE ELONGATED BOWLS ANL -1 BE EC'UIPPED wiTP OPEN FRONT 5EAT5. WC SEAT TO BE BETWEEN 11" t le" ABOVE FINISH FLOOR, B. URINAL TO BE MOUNTED W!T«4 LIP AT NOT MORE THAN LIP TO PROJECT A MINIMUM OF 13 i/2" FROM WALL. C. PROVIDE SIGNS AT DOORS OR ENTRANCE TO REST ROGMS AS RECU!RED eY CBC 5ECTION 118-2!6.8. SIGNS 5W4LL CONFORT'' LlITW SECTION I!8-103. UNISEX RR SIGN 5WALL BE A 12" DIAMETER WHITE CIRCLE, 1/4" TPICK W!TP 1/4" TWICK LjWITE TRIANGLE SUPERIMPOSED, SIGN BACKGROJND COLOR TO CONTRAST DISTfNCTIVELT' WITW DOOR D. REST ROOMS SWALL PAVE TWE INTERNATIONAL 5Y1r150L O= ACCE551B1LITY INSTALLED ON TPE WALL ADJACENT TO TWE LATCP SIDE OF TPE DOOR, SYMBOL r_ -WALL BE 6" IN PEIGWT AND MOUNTED 60" ABOVE FLOOR W!TP VERBAL DE5CR!17T!ON OF ROOM U5AGE E. BRAILLE SIGN INDICATING ROOM USE. F- INSTALL LAVATORY INSULATION/CONTACT PROTECTION CCNFOR" TING TO CBC II5-606,5. T --- 'I" r � FOR CO OE C�."_P IAS ICE INTER1,NJEST CONSUL -71 1 ING GROUP PANEL CLDSURE pRC.'nON OF prYppv (@R10.) PART 'A' ry `itI{ fl�d F'LEri9LL SEAL 560219 t "WALL BJ_ r P a2 -Q' LLNGTI�9 i �1. '• F ELD CUT + — -- I — — — aa I 1•-1• .+ vI EX�ss FusNIIrG !vI - fRAME II it I w r Ii vL o Imo' S''LPPQ ROOF OA ROC[ TO WALL STFMp Poor %R/SIA-PORT ANGLE POCF TO WALL W/5UPPONT MOLE I N/PLAS"MG SUPPORT FRAXf FI FXI[LE SEAL LA Z WILD CUT '>r ENO WALL # - CLOSUPE AND �, / ( ALJCN WITH BACK OEND LIG RACK Cu7E Dr AN LLL u AS SHCwN. (,'i,� , SI'E UP DETAIL TAF'[ RANlAST7G 1� 1t 1D2'/E93) i /g CON TRVU01;5 AL CN 9,:PP, T RT •�J� �� v%i� ' o I II PAN -ASU (01�89APE ANQE CENTERED OVE? HOLES. µ'("E CON?WUOl15 C14? \T� ^ F'.EINFORcfti3 FIELD CUT AND SiRAv (DIDa7]) 'L' SLO?S FO?v AS S'��fa D .PIECE RF;Nr OpQNG STRAP t• �� CPFEN MASHER 4, �� PANEL CLOSURE �J r ��, (00"C.) r -o- O.C, (B'L) PART B' 6 MN. PANE F AN TPA? M , IFICATiON PRANUSTTI�: \ �� OIFS IVYLK W.rkLINC- TAPE-PANIA"C CABLE Tft RETAINER FORFIEL) BL 9/64'DIA. F9756 FUMBLE SEAL (6FA)10A) FOR (7) BLIND Rt1.E IS (09759h) ((SCO21P CONTWlHl1� FLASH NC PPE-NNL41 1/E [ 1' (0 7PBD) [CCN ML'O15 (92 NC'L) AJCN TN EDGES FASTENER MOLLS W*4 WIT LOSLIR� Y -C' COKRACE FL OF AN OLF DF+.rT PN T14'.F'iL7RrytE AND TibM AL�.Y:s0219) PnD CUT EXCESS SEAL DDL(OT DRNI ilml, 0 PANEL SEAL MAIEJtIAL ELi CLCFAk+E PARI -A' CAKE TRIM AIN?! V-14FDI.F OF rARI TPX/ -`',. STEP 2 STEP 3 S'EP 4 FTC(.^. Qll RE Tf•tNCR (950709) AND [llCESS AUCN SEK NTN BACK ERECTION5E :,NCE APPLY TAPE I SEAL NATEPIAL (WAX. EDvi OF ANQE �---- PROXC'.ION 4') PANLASTIC t SIM I F1ESD MODIFY PANG. CLOA;"£S AND 1 k T' R£,NfUFCRiC STRAPS fC iM7111N1U3" .t LiXBIE SEAL CIDSLR IN.-ALL MOC!FE0 PANa CLMlPC ANO EfJTLL"Im R ROOF APFLY PANI.ASTC _F' 7 LOWS AND ATTAcu FtL)WLC SEAL V8Tk PANEL 0..0611'[ / j-'CRETNNMG STMPS (650709) ALONG ENTIRE STEPS LCNCTN Or TPANSITON. *"IN r EXIBif SEK SPLICE IS PEC(APfD, APPLY PANLAST:C AN) STAPLE FLEXQL1 SFALS TUQIHCR S. -.l._4. STARnNO AT ENLNALL ANLY TAPE'-PANLASTIC -�- TO FLASHANC S,FPORT ANCI E POLL FLEXeLE (1) PNT ADLE41JE s9oaSs) NOTE: SFAL� FOLLOW DIRECTIONS CN CAN AND USE EWl1SI4 AND APPLY ADHESIVE ON X' LAP AREA, APPLY fO BOT4 ADJC14NC SURFACES TM N CONTACT EACH ROLL MAFINC SUPE TO ALIGN STRAiCHT, SECLIPE L.APPM JOWT WTN KIG4T UNTIL DRY FLEXIBLE SEAL SPLICE DUA L F REOUIPED SLItic NSPOCF TO PCR7 WE Sn0lcSAL ATTACK PPAIN 10 FLASHING C- WALL FLAIWNG TEP 6 E FLF BLE SEAL TRIM SEAL AS R17MOR D AT ENDWALL SONO PFTAINCR UP TO X. A IN N VERTICAL POrT10Fi i1IP 5 PUNCH FIOtFS N FLENIP.L SAL 10 MATCH I;NSI:E CORNER INSTALLATION "G FL13+*Ms ATTACHWtNT LOCATIONS. SEE DRAIRNC P-081764 FUR BLNO RIVET COLOP RJFOPMAnrN, ' FOR CCNTINUATION OF ERECTION SEQUENCE PPOC,EID TO APPROPRATE FILA"C . INSTALLAl1dJ ORAMwG Nf11Ci. ERECTION SFOJENCE SHOWN IN Sli_^_C IS ONLY PEOUIHED AT INS+CE OOPNER CCNDIT;CNS, DISPfCARD 6' NOT APPLICABLE TO BANDING �J \ DETAIL � ) NO SCALE RMIT G PE#� - l BUS COON IN DEV-- OPNIENT $ERJICES REVIEWED ED FOR CODE MPLIANC _ DATE BY ��/ ---- EXI5TING'FAVIN5. CORNERS 0 REMOVEFOR O ALL NI _ 5j CONSTRUCT' CN t -'� REPLACE O IN KIND ANGIdOR ECLTS OR - - - 2 RODS A5 NOTED _ FOUNDATION PLAN. Q CONST �AIRIN 8" CONCRETE SLAB JOINT WITW 04 a IS" O.C. E.W. t SII O �� I- V y� , -i r . �'f° \.3 SAND =I ! j- I c,.__ LEVELING COURSE I GRAVEL FILL PER 50I1_5 REPORT uJ z U i_ i I ' �_ _' �"I ! ' �SUBGRADE PREPARED PER SOILS R_ ORT V fn I O/ 18 I ( -I �2 - 04 CONTINUOUS U TOP t gCTTCr ►- o ai� UNDISTURBED a X24"O.G. - '- _ I ! Q - �IV91 O / > UNDISTURED EARTH O 0 N p I /O d" B OR ENGINEERED FILL / DETAIL > 0 a� I % f j SECTION B V4•.1' -O•, -4 carTIONS rA N r1B NT8 w. . 8 4NC�40R RODS 45 "5 ly TOTAL C;: a. LENG*�4 A5 TG EXTEND FROM 3" ABOVE NOTED ON > O FOUNDATICN PLAN BOTTOM Cr- FOOTING TO 2" J END i-ICOK 8 BELOW TCF CF 8 AT FOOTING PEDESTAL 11.0 1, I/�I �� 05 TOTAL CF A. PLACE ONE BELOW I'- 5 I/8" - ADJACENT TO EACu RODw ..� 8" C�44MFER AS �' ._ � REQUIRED (I"t) i �•4 TIES a b" C.G. RCVAIN TO v I O OF I� cv DSL s TC= 21 " AN' WCR RODS 45 % X / I I \NOTED ON FOUDN NATIOPLAN 7M7 —I - M_ _ 1=1 f 1 � 1 � ALL ExPCSED EDGES i 1 ,i ' 1 IiI 1 1 1 i iIiI1=1 1 )1 _I 2 CLEA.. R UNDISTURBJr'f - �c - •4 X 54" EAG�-1 WAY TYPICAL f 3"T EARTI-1 LIR .!i- TCP t BOTTOr"! a E0 �.P =AGING „ _____ --� SGT 10►�! f` _ NT8 d SIECTICN �I NTS 32" ADD 04 ONLY W-IERE BARS n D!BCONT!NUOU AT CORNERS f /f 5 X 12" DOWEL a oBGI OG. ANCNGR RODS/BOLTS N DRIVEN INTO 5/8' OLE IN i = /NOTED ON FCUND4TiON PLAN - j EXISTING CONCRETE. NO I g1 I % /% / NEAT SAWGUT b" ADUESIVE OR SPECIAL O ` _ _ I r T a r5 U! TOTAL OF 4. LENGTi-I 45 / ---' O 4 , :E5 b" O } TC EXTEND FRG^" ' ABOVE 8" CONCRETE SLAB INc-F S ION RECUIRED - WITi1 "4 a IS" O.C. E.W. 2 - •4 CONT. EX;5T;NG 51-48 `tl r DOUBLE AT TO: gCTTO1" OF FOOTING. TO 2" 1..' C �. (Sl� MINIMUM OF: 4 8„ - - - - - - -� ro REMAIN BELOW TO. of P_DEST4L / �/ `" I PER METER REINFORCING - - - -�--1 ' �. / I - - A C A I r T AT CCNTi cUCU5 AROUND C RN FR O B- - ` AS S IGwN W TtI NO 5 A1C. S P- EX!5 . vG. CONCRETE M Cu_ / I } . cn OPTIONAL IONAL T A A I �- �wwwww�www.�...�.a� I >=T_ A� g� W'IT:�'N 2a,1 CF GGR"1ER� { Ni si 2,_0" cq N ��� � EX15TING c. � PLACED INTEGRAL W!,:4 FCCTING � \'�� \ 1 j (— I COLD JCINt -� � j � BUILDING FF ,,.�_ 3". cAN � I N C BLOCATED INSIDE REVFOR�N3 20'-0.. LEVELING COURSb., O EXISTING PAVING :r 10 1 Qu�E�, I !, —!ii -1 ►� I Imo:!—j 1 �I' 1 51 -}- w - -•I- / TO R=_MAINI IO MIL v S _ _ 2 , � �l—f • �--� 1 �` I t ---I I !----_' � i-,= O GRA FILL PER SOILS RE FGRT SECTION �.. ADDITION �2 : EATS STORAGE 2 - •4 GGNT. Q � I I � � = a �e �1 SUBGRADE 12" SEE ANCNGR ROD t BOLT KEY HEREON PREPARED PER DETAIL 1 I I it SOILS REPORT 1/4•�1'_O• i i 1 I d i FOt,iNDAtION DESIGN IS BASED ON INS-OR"tATION P4'OYiDED UNDiSTUReED EARTH BY BUTLER MANUFACTURING COMPANY FOR JOB 16-013123 OR ENGINEERED FILL I --I I _ _-'+c-�- NEW GGLUMN ! EX'STING NT8 iii -I ! {� !_! -� I - ` I 1 -I ! t FOOTING I RETAIN!NG I __ PER FLAN I WALL '3" CL ___ ! ! I_- 2'-0" L 2 -O I' I UNDISTURBED j TOP /; � �/ j'/ /` �` r /,• / / � EARTt� I REINFORCING I / --1- X 1 BCTTOM RE INF IN j j , /CONCRETE/ c 1 � � — - —-------- 61 '45 / / /// / i % i `•• 1 / / SECTION DF S D. b -I fMAX.I TO. BG, C 1 REIN�OR I:G R. °a��� / FLOOR TO REMAIN / / i _ -__ - -- _- - __- _ / - I - _ - f COR1'1j1 IANCE 1!---1 I / / _ /:/ �% I 5'-C" I' -O" 2'_4" 12" b- 'S x 54" / 6, - 'S X 4g,1 t`O� CO:..i� �ti � �CX!STING FRAME 1-) i �-- I I i- ' i 7777-27-7 / Q J b' -O" 2 -C" 2'_4" 12.. i- 'S X bb" EAGu WAY Y r -- - ` / FOOTINGS TO REMAIN i ..i - r , G Lu , -.I I - _ I I REINFORCING BARS EQUALLY SpAGED ACR055, FOOTING � � Lv,� 1=:! /— -- -�' / o �'V EST I /� IN T E / aa+ /'� t 1 TI I' �.1 i�NG5 ADJACENT T✓ i COIVSULL SCALL EXTEND O _ _ ttrea UGN RC A L A M ,u - -- --� — — --_ _._ _ _---- : —+-r � _, -I -- •--=. rt -,. -ter --r ,r--�; -; . '. _--� -.'iii: " » CF 18 IN*O UNDISTURBED Rr4-4 w. TI-; - NEAT SAWCUT t, - g REI"'OvE EXISTINGGTIOI PAVING TO FORM I i f FOOTINGS AS SNOW'N 5'-b" _ 81 2Q' -O" 5- ��+' g REV1 NTS 40_C" 25' -O'er DETAIi..3/yiv its I -OR . J ALL FOCTING5 ADJACENT TO� ( 1� /� RETA!N!NG WALL 5144LL EXTEND -/ EXI5TING CONCRETE PAVING TO RE"I AIN \ TNROJGN ANY FILL AND A �� Z r I MINI""U^" OF 1'=6" INTO I UNDISTURBED EARTH. l � I 4• I NEAT SAWCUT t ��� -Q � BAR SIZE (db) 03 (3/S")_ •a C!/2") BOLT j EI I t:' 1/2"-� 1/2" J 4" MAR'< I DIAMETER I TYPE -E 05 (5/8") ; 3 3/4" A - 1/2 1 10" •6 (3/4") E3_ I. 3/d IO" 3" G 3/4' I 2 I IC" I NA E I" 2 I 12'_' N4 R=M\.,VE EXISTING 4 PAVING Tc FCFZrl -1 � j \ _ 1'-O'�r5 I/8" jaNCµC RAS I80HOOK II S!DING NOITC .. \ • FOOTINGS A$ 54C' "v - _ > R RODS AS G�iAMF� j/� G._�_ 'GTED CN REC<U.RE D (I t) EI X ANCHO ROD 4 5OLT KEE FOUNDATION PLAN CLR �' EXISTING 5.»,,,, FRCJECT'ON PER jNG (y. GLR FAVING TO A 4307 GRADE C r /��/0 / / :+moi rw V REMAIN J' OR 'L' SHAPED EO M4NUFIAGTURcR —�� S1 81 REV i'/ �'` /z r/ I , eO' HOOK W ' G —� i , `, , c0 I �i % Iu1 /�;/ i.--A-w i.l�wwL.- ww ! 1 I _-1 I -I' I .� �'�R - . ` •� .'f •.1•' - I -= !!-iA_1 42" ADDITION (: CONCENTP,_A E THAWING AR -17A i�-Ii►-��1=111; � �I�—_ .4 X 39'-b" 5TANDARD HOOK D (MENS IONS BAR SIZE (db) 03 (3/S")_ •a C!/2") D 2 i/4" 3"2! EI I t:' 1/2"-� 1/2" J 4" E2 - 6" A 2" 1 05 (5/8") ; 3 3/4" 2? 1/2" 1 5" i 1/2 10" •6 (3/4") I 4 1/2" 3., b�� _a„ 12" TYPE I ANCHOR. PRCJECT'CN PER 457H 430" EUILDING/GRADE G MANU'=ACTURER ✓ \ // ALL T i4READ PLACE CONCRETE NEAT F= FOUNDATION DESIGN IS DA -SED ON tT Olw t.41�lON FROYIDED ARoJND ExlSr>`iG ccNCRETE �•� �/�+ UNW:4ERE FOG T ING5 PROJECTE DEEPEN FOOTING A5 REQUIRED r J BMANUPACTURMCs COMPANY KIRJ08 16-013"!05 Y MITLER BEYOND leL TO PROVIDE 18" EMBEDMENT 1 l 3 r AT ANY FILL AREAS Now i 9)/!6••1'_0" SI PERMIT# " ' 2 V uEAY >-�Ex I -+EA OFETAIL BUM COUNTY IJevtLOPMENT SERVID-ES " ' "`� NUTS WITH STANDARD UN rw�) A, I ON L,4N 5 -DATE I. C 74TRACTOR SHALL VERIFY ALL ANC 4OR BOLT SIZES, CO REVIEWED FOR WAsu=R BETWEEN ANCHk I BOLT LOCATION° AND D IMENVON5 WITH PLANS C O De O P LI A C BY BUILDING MANUFACTURE} PRIOR TO CONSTRJCTION. TYPE 2 ANCHOR. ` a I I - m g g a r x c 5 I^ T �S € 4' `h >. aE, - c _ LL Q,�,( �' ym'. ^O C.I r C 2� ,t S " . k w s G c It e W F F" A !T G Ck m 3 yev 2 amu- E A(� >' � �E fq c E A ` c t"':' $ b - 0 ^ v¢ V a' �a c 4 3 s E c. 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