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Home My WebLink AboutB16-1727 000-000-000 (2)DRAWING INDEX DRAWING TITLE PAGES COVER SHEET 1 . .4A--'"`.•— NOTES 2-3 ANCHOR ROD PLAN 4 PRIMARY STRUCTURAL 5-8 SECONDARY STRUCTURAL 9-14 Butler Manufacturing COVERING WA a division of BlueScope Buildings North America Inc. SPECIAL DRAWINGS WA STANDARD ERECTION DETAILS WA PLANOGRAPH DETAILS I WA DRAWING RELEASE HISTORY TYPE DATE DESCRIPTION PERMIT SET 6/28/2016 Permit Set- For Building Dept. Approval _I" 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. i VPC FILENAME: 16-013729-01 I e pd f 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 BOLTTIGHTNESS 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' EXCEPTAS 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. SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS "SNUG TIGHT", UNLESS INDICATED OTHERWISE IN ERECTION DRAWING DETAILS. PERMIT # e)lC - 1947 BUTTE COUNTY DEVELOPMENT SERVICES CODE REVIEWED FOR COMPLIANCE DATF_jo - VLLV BY VV BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 OIAOI LV 10 Bum COUNTY AUG 0 8 2016 DEVELOPMENT SERVICES 01(.� .1-1277 COVER SHEET EVI BATE F=OR CODE COMI.PLIANCE OCT 0 � ?_0I6 i N T ERWEST CONSULTING GROUP BUILDER: North Valley Building Systems, Inc. CUSTOMER: LOCATION: Chico, California PROJECT: Smuckers-Spare Parts Expansion BUILDERS PO#: 85445m * N EXP. 09/301201 ,rr S'T CIV 11- ATE OF CAL�FO� ____ (OF:x( ®1 BUTLER ® Butler Manufacturing VPC VERSION: 2016.1b ..1 GLmC...w- QI.ILis..n. KI—+k ♦—A. JOB #: 1601372901 DATE: 6/28/2016 DRAWNICHECK: +SCN .1 'H.A PAGE: 1 I., - AkA.L.w ____ (OF:x( ®1 Codes and Loads WHEN MULTIPLE BUILDINGS ARE INVOLVED, SPECIFIC LOAD FACTORS FOR DIFFERING OCCUPANCIES, BUILDING DIMENSIONS, HEIGHTS, FRAMING SYSTEMS, ROOF SLOPES, ETC., MAY RESULT IN DIFFERENT LOAD APPLICATION FACTORS THAN INDICATED BELOW. SEE CALCULATIONS FOR FURTHER DETAILS. WIND LOADS ARE APPLIED TO OVERALL BUILDING ENVELOPE. COMMON WALLS BETWEEN CONNECTED SHAPES ARE NOT SUBJECT TO EXTERNAL WIND LOADS. City: Chico County: Butte State: California Country: United States Building Code Building Code: California Building Standards Code - 2013 Edition Structural: 10AISC - ASD Rainfall: I: 0.10 inches per hour Based on Building Code: 2012 International Building Code Cold Form: 12AISI - ASD f'c: 3000.00 psi Concrete Building Risk/Occupancy Category: II (Standard Occupancy Structure) Dead and Collateral Loads Material Dead Weight Roof Live Load Collateral Gravity:3.00 psf Roof Covering + Second. Dead Load: Varies Roof Live Load: 20.00 psf Reducible Collateral Uplift: 0.00 psf Frame Weight (assumed for seismic):2.50 psf Wind Load Wind Speed: Vult: 110.00 (Vasd: 85.21) mph The 'Envelope Procedure' is Used Wind Exposure: C - Kz: 0.879 Parts Wind Exposure Factor: 0.879 Wind Enclosure: Enclosed Topographic Factor: Kzt: 1.0000 NOT Windborne Debris Region Base Elevation: 0/0/0 Primary Zone Strip Width: 2a: 6/0/0 Parts / Portions Zone Strip Width: a: 3/0/0 Basic Wind Pressure: q: 23.13 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 _ Spare Parts Expansion _ Roof: B Seismic Load Lateral Force Resisting Systems using Equivalent Force Procedure Mapped MCE Acceleration: Ss: 61.00 %g Mapped MCE Acceleration: S1: 27.00 og 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: 16/10/0 Transverse Direction Parameters Ordinary Steel Moment Frames Redundancy Factor: Rho: 1.30 Fundamental Period: Ta: 0.2680 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: 0.1662 R -Factor: 3.25 Overstrength Factor: Omega: 2.00 Deflection Amplification Factor: Cd: 3.25 Base Shear: V: 0.1642 x W 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. FOR CODE COMPI_I:GNCE 0 f ','"1 0 b'r 2015" INTERWEST CONSULTING GROUP PERMIT -f bl(P-02-7 ---- BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DAT_- �' 1&-BY-I)N/- . 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. DRAWING SCALE: CODES AND LOADS DESCRIPTION: BUILDER: North Valley Building Systems, Inc. CUSTOMER: B[1TL.ER LOCATION: Chico, California ® PROJECT: Smuckers-Spare Parts Expansion NTS BUILDERS PON: VPC FILENAME: 16-01372941 5=1208 13:42:14 E W C 85445 m * EXP. 091301201 >rr sr CNIL qrF of CAS-�F�� 114-a tl VNI�IV II VI OIV OJVV�lO pY1RJ 111dO 1`I VIVI1111 v1 � 1V. JOB N: 1601372901 B[1TL.ER DATE: 6/28/2016 ® DRAWN/CHECK: Butler Manufacturing SCN * / H.A VPC VERSION: 2016.1b E: 2 F tl VNI�IV II VI OIV OJVV�lO pY1RJ 111dO 1`I VIVI1111 v1 � 1V. BUILDER/CONTRACTOR 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 part of the overall project for use by others to obtain permits, approvals, and coordinate with other trades. The Builder or A/E firm are responsible for the overall project coordination, including coordination with appropriate inspection and testing agencies. All interface and/or compatibility of any materials not furnished by 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 L/500 tolerance of installed members. Occasional field work including shimming, cutting, coping, and drilling for final fit—up are considered part of erection. Specified field work and field welding conditions indicated on these drawings shall also be included in the erectors scope of work. See Erection Guide for shimming procedure. For building with top riding bridge cranes see Crane Data drawing for column plumb tolerance. The building erector shall be properly licensed and experienced in erecting metal building systems. The Builder is responsible for having knowledge of, and shall comply with, all OSHA requirements and all other governing site safety criteria. The builder is responsible for designing, supplying, locating and installing temporary supports and bracing during erection of the building. 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 desin professional, and done in accordance with governing requirements (AWS in USA, CWB in Canada by welders qualified to perform the welding as directed by the applicable welding procedure specification (WPS). A WPS shall be prepared by the contractor for each welding variation specified. The contractor is responsible for any special welding inspection as required by local jurisdiction. Filler metal shall be 70 ksi (480 MPa) tensile strength. For welds in high seismic force resisting system �Seismic Cat D, E or F), minimum Charpy V—Notch toughness shall meet AISC-341 criteria 20 ft—lbs min @ ODeg F). Interposs 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 FILENAME: 16-013729-01 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 snot subject to claim reimbursement. CONCRETE/MASONRY/CONVENTIONAL STUD WALLS The engineer responsible for the design of the wall system is responsible for coordinating with, or specifying to 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 Butler 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. 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 AS AC472 Approvals: (www.iasonline.org/Metal—Building—Systems/MB.htm1) 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 AS AC472 Approvals: (www.iasonline.org/Metal—Building—Systems/MB.html) Listed under Butler Manufacturing, a Division of BlueScope Buildings North America, Inc. Canadian CSA A660 Certifications (http:/eng.cwbgroup.org/Certification/Pages/CertifiedComponySearch.aspx) Listed under BlueScope Buildings North America, Inc. Engineering Certifications of Authorization USA--AR#576; FL#30427; ID#C-2470; IL#184-002649; KS#E-29; MS#E-0592; MO#E-2010007736; NC#F-0998; OK#CA417OPE; SD#C-1787; TX#F4828; WV#C03059-00; CAN--AB#P08900; NS#30123; ON#100148796; and YT#PP134 R LZ ` ED FOR. CODE CO. RPLIANCE U 1 0 4 2010 INTEIRVVEST CONSULTING GROUP Q� Q C 85445 rn N EXP. 09130/201 fo, PERMIT #I V 1 �I BUTTE COUNTY DEVELOPMENT SERVICES s'T CNik. REVIEWED FOR ATF of Ca��°� CODE COMPLIANCE/A0 DATE 10 - C,n-1 BY • '�/_ THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY BUTLER MANUFACTURING OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED 1540 GENESSEE ST. KANSAS CITY, MO 64102 IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: 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. DRAWING SCALE: NTS 6/26/2016 13:42:45 ERECTION NOTES BUILDER: North Valley Building Systems, Inc. CUSTOMER: LOCATION: Chico, California PROJECT: Smuckers-Spare Parts Expansion BUILDERS PO#: JOB #: 1601372901 DATE: �ErU�TI.ER 6/28/2016 ® DRAWN/CHECK: Butler Manufacturing SCN / H.A VPC VERSION: 2016.1b PAGE: 3 a division of BlueScope Buildings North America, Inc. q. i! D1 (4)3/4" Dia. GR36 Anchor Rods Plate W=8" L=1'-1" Dim: A=1'-0" Elev.=100'-0" NOTE: -Expandable Frame at Grid Line -1 of the Existing Building to Support Roof Loads from this New Building Addition. -Existing Building Bracing System have been Reviewed to be Adequate to Support Longitudinal Loads from this New Building. Additional Reactions to Braced Frames of the Existing Building this New Building is shown Below: BRACED BAY REACTION SIDEWALL BETWEEN H GRID GRIDS (WL) V (WL) H (EQ) V (EQ) A 4- 5 1. ANCHOR RODS, NUTS, HARDENED WASHERS AND ANY OTHER 0.97 N T� C 4- 5 - (BY OTHERS) E 0.80 Z in E 1 .{}•} T 1 + J N T WIDTH W 2 112" (ASTM 2 1/2" 64mm 1 1 164mm VARIES i! D1 (4)3/4" Dia. GR36 Anchor Rods Plate W=8" L=1'-1" Dim: A=1'-0" Elev.=100'-0" NOTE: -Expandable Frame at Grid Line -1 of the Existing Building to Support Roof Loads from this New Building Addition. -Existing Building Bracing System have been Reviewed to be Adequate to Support Longitudinal Loads from this New Building. Additional Reactions to Braced Frames of the Existing Building this New Building is shown Below: BRACED BAY REACTION SIDEWALL BETWEEN H GRID GRIDS (WL) V (WL) H (EQ) V (EQ) A 4- 5 1. ANCHOR RODS, NUTS, HARDENED WASHERS AND ANY OTHER 0.97 0.80 C 4- 5 - (BY OTHERS) 0.97 0.80 3 31-611 '-6" 2 3'-0" 1 6" Dimension Key r%l - A E N t_ 4" 5" E N 'a 102mm 127mm D2 (4)3/4" Dia. GR36 Anchor Rods Plate W=8" L=11" Dim: A=5 1/811 Elev.=100'-0" <h 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. VPC FILENAME: 16-013729-01 0 Z W J W 0 _J m m 1 NUT (� HARDENED WASHER 4" (102mm) PROJECTION BOTTOM OF COLUMN BASE PLATE ELEV. TOP OF FOUNDATION - CONSIDER 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 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. 1/2" (13mm) DIAMETER North Valley Building Systems, Inc. CUSTOMER: CONCRETE ANCHORS LOCATION: 1. ANCHOR RODS, NUTS, HARDENED WASHERS AND ANY OTHER PROJECT: Smuckers-Spare Parts Expansion EMBEDDED ITEMS ARE TO BE FURNISHED BY CONTRACTOR. (BY OTHERS) 2. ANCHOR ROD DIAMETERS WERE DETERMINED BY ALLOWABLE JAMBSHEAR AND TENSION PER AISC SPECIFICATIONS (FY-36KSI). F1554 GRADE 36) ANCHOR ROD LENGTH, EFFECTS W (ASTM Z OF EMBEDDED ANCHOR ROD EDGE DIMENSIONS AND METHOD VARIES OF TRANSFERRING FORCES FROM ANCHOR RODS TO I I E W FOOTINGS ARE TO BE DETERMINED BY OTHERS. — N BOTTOM OF COLUMN 3. UNLESS OTHERWISE SPECIFIED, ANCHOR RODS ARE DESIGNED AND DETAILED AS "CAST4N-PLACE" ANCHOR RODS WITH W BASE PLATE "SNUG TIGHT" CONNECTIONS. 74. FOUNDATION MUST BE LEVEL, SQUARE AND SMOOTH. 1 1/4" OPENING WIDTH 1 114" 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 32mm 32mm PER AISC CODE OF STANDARD PRACTICE, SEC 7.5 NOTE: 1" (25mm) PROJECTION ABOVE VARIATIONS ARE SUMMARIZED BELOW; a. CENTERS OF ANY TWO AR'S WITHIN A COLUMN BASE BOTTOM OF JAMB CLIP STD = 112" (13mm) GROUP;+ -118" SEE PLAN FOR JAMB SIZES: J =SIZE FLUSH= 0" (Omm) b. CENTERS OF ADJACENT AR GROUPS; +-114" c. TOPS OF AR'S; +-112" JAMB'EQ.' VALUES: d. ACCUMULATED DIM BETWEEN CENTERS OF AR GROUPS ALONG +.114" PER 100FT., NOT TO 7 EQ - 2" 51mm, 8.5 EQ - 2 3/4" 70mm EXCEED 1" TOM LUNE; 10 EQ = 3 1/2" 89mm,11.5 EQ = 41/4"l 08mm TYPICAL COLUMN e. DIM FROM CENTER OF ANY AR GROUP FROM COLUMN LINE; +-114" FRAMED OPENING DETAIL BASE PLATE DETAIL S. DESIGN LOADS AND REACTIONS ARE FURNISHED IN THE REACTIONS REPORT. 0 I M N 1 Existing Building BL BL BL 2 J=8.50 14'-0" 19'-6" 20'-0" ANCHOR ROD PLAN BL Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 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. REV: THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING REVI F1w D FOR CODE CO,MiPLIANCE Cc[ 0 4 rLir INTERINEST CONSULTING GROUP PERMIT /, OIVI-777 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE v DATE BY VV BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE: BY: DESCRIPTION: TO PROPER ERECTION, INCLUDING THE CORRECT USE -017 TEMPORARY BRACING. DRAWING SCALE: NTS ANCHOR ROD PLAN BUILDER: North Valley Building Systems, Inc. CUSTOMER: LOCATION: Chico, California PROJECT: Smuckers-Spare Parts Expansion BUILDER'S PO#-. / QUO SStO/y,�� LO W J m Q C 85445 m * EXP. 091301201 L s, clvl\- qTF OF 0A�\FO BUTLER ® Butler Manufacturing VPC VERSION: 2016.1b of BlueScops Bulldings North America, JOB #: 1601372901 DATE: 5/28/2016 DRAWN/CHECK: SCN / H.A PAGE: 4 Inc. a division p� __ { C F n T r.. rn z m A b u v N g �' i � � �f n T r.. rn z m A b u v N g �f n T r.. rn z m A b u v N g NOTE: ALL BOLTS TO BE F = FEET G = GAGE CX*** = COLUMN (PLATE) BASIC ERECTION GUIDE REQUIRED FOR THIS PROJECT: BRACE g FRAME BRACE ROOF 1/2" X 1 1/2" A325 I = INCHES O = OPERATION CGX*** = COLUMN (GAGE) LOCATION LOCATION SECONDARY BOLTS (49080) (U.N.O.) E = EIGHTHS C = FIN/COLOR WCX*"* = COLUMN (HOTROLL) MEMBER PURLIN� REFER TO: WIDESPAN STRUCTURAL SYSTEM PANEL/COVERING o •• ••O i RBX*`" =RAFTER (PLATE) W 1 31 1 7 2 6 1 K T D 2013 INSTALLATION GUIDE �. BGX*** = RAFTER (GAGE) 0 2• o f i� F F I I E G G O C C C WRX*** =RAFTER (HOTROLL) o O O I % 1/2" X 1 1/2" A325 BOLTS (49080) WITH LENGTH CODE -- ----- — ----- --- — � ` TRX*" =TRUSS RAFTER HARDENED WASHER (095872) EACH SIDE INSULATION (TYP AT PURLIN END OF BRACE) FLAN BRACE % I B 1 3 0 1 0 3 6 0 3 0 W V ICX••* = INTERIOR COLUMN (GFB-) OR(HFB-) F F F I I I I I I E C C CUP REO'D w/ FLANGE BRACE (GFB- OR HFB-) • • PCX**, =PIPE COLUMN THICK FLANGES FLANGE BRACE WILL TYPICALLY LENGTH WIDTH THK CODE CONNECT TO THE WEB OF THE TCX*'• = TUBE COLUMN FRAME MEMBER. SECONDARY (STANDARD) 0 8 Z 19 1 14 17 ----- EPX"•" = ENDPOST (PLATE) O `��`. ; • * F F I I E G G* ` ` ` EGX*` = ENDPOST (GAGE) 'DEPTHLNGTH GAGE ADJUST.CODES ALTERNATE CONNECTIONS SHAPE CBX'** = CANOPY (PLATE) 0 .�� SECONDARY (SPECIAL) CBX**" =PIGGYBACK CANOPY FLANGE BRACE REQUIREMENTS: 0 01 0 8 Z 1 9 1 14 1 7--- .%:' F F I t EGG * DCC`*` = 8 1/2" GAGE POST RULE# 1— ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. ' GG DCE*** = 10" GAGE POST RULE#2— SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON I %' . COUNTER DEPMMGTH GAGE ADJUST.CODES CROSS SECTION IS NOT ACCOMPANIED BY (2). ENDPOST RULE#3— FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB SHAPE ROD BRACING WHEN PART MARK IS ACCOMPANIED BY (2). RAKE 0 3 R S 2 5 1 0 RS = THREADS BOTH ENDS BtJ7i� RULE#4— WHENEVER POSSIBLE. PLACE SINGLE BRACES TOWARD THE RT = THREADS ONE END - CLEVIS ONE END CENTER OF THE BUILDING. BEAM I E* * F F I I RULE#5— WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME DIA LENGTH Ru = CLEVIS BOTH ENDS SIDE OF THE FRAME WEB. RP =THREAD BOTH ENDS - NO HILLSIDES '* 10" & 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. REV.DATE 17/01ra 11M.N0. 00 TYPICAL FLANGE BRACE CONNECTIONS JWMDAM 11146/10 11tEVA0. 03 ENDPOST TOP BETWEEN PURLINS REV.DAM' 08/>yi12 IMAM 01 MARK NUMBER KEY REV. DATE 011301u I REV. NO. 00 BR06AE I CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN BR25CA I NO CAP CHANNEL - BRACED TO PURLINS ONLY EN50131 COMMON GENERATED MARK NUMBERS ENB002 BASIC ERECTION GUIDE -STRUCTURAL 1. USE 112 X 1 112 A32" 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: 16-013729-01 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. 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 1L g FOR CODE CO%111PLIANCE 0rT 0 4,L 0 i N T E RWEST Cots SUL T MG GROUP PERMIT # V I Lf ' 1 l/ / BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE-(BY_10� PRIMARY BRACING SED'S REV: DATE: BY: DESCRIPTION: BUILDER: North Valley Building Systems, Inc. CUSTOMER: LOCATION: Chico, California PROJECT: Smuckers-Spare Parts Expansion DRAWING SCALE: NTS BUILDERS PON: ..........-rn-..__. 4—A.ee BV %L.a�R A Butler Manufacturing VPC VERSION: 2016.1b of BlueSooDe Buildings North America, JOB #: 1601372901 DATE: 6/28/2016 DRAWN/CHECK: SCN / H.A PAGE: 6 Inc. a division "*"GUSSETS WHEN REQUIRED BY DESIGN STITCH •• VV✓VLJiV •.LLLL� L\L�/Vit\IJV L1 VLJ✓iVL• TYP STITCH 07 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1/2" — 3 (10 GA. WEB) TYP 1 1/2" — 3 (10 GA. WEB COLUMN (CX—) OR (IC ° ° 0 0 2 — 5 (3/16 & 1/4 WEB) "I■ IIi►Ii1k2r-^0% w Ik1� � X11T 111 I &il lwnme^e Mr%%Afe IA AAI 2 — 5 (3/16 1/4 WE o O _ ALTERNATE 4 — 8 (5/16 — 1/2 WEB) — 4 — 8 (5/16 1/2 WEB) BOLTING PLATE ROWS ROWS OUT 7",ff, OUT * 11 m TYP * TYP STIFF. (S.W.) OR ROWS CJ ROWS IN ALTERNATE -- IN ~`'�'----- BOLTING ORPLATE CJP �� RI DGE _------�"_—"" ROW I ` % RAFTER TYP - � �, � BASE PLATE / _ ROWS OUT '' CJP �\ TYP ALTERNATE �JP `-�\` * BOLTING DESIGN MEMBER DEPTH PLATE f REV.DATE: 01113114 REV.NO. 02 HAUNCH / COLUMN CONNECTION REV.DATE: 01113/14 REV.NO. 02 BOLTED RAFTER SPLICE CONNECTIONS WELD STD. REV. DATE: 2123112 REv.No. o+ FRAME CONNECTION AT INTERIOR COLUMN WELD STD. REV. DATE: 2n3/12 REV. NO. 01 TYPICAL BASE PLATE CONNECTION . BASE PLATE TO COLUMN WELD STD. TOP BOLTED WELD STD. MINIMUM FILLET WELD The Table below shows Code minimum welds for AISC & CSA/W59. LANGE PLAT GENERAL NOTES: If weld shown on Engineering Weld Standard or on fabrication COLUMN (TCX—) OR (PCX—) documents are less than these, then the weld size shown below THE FILLET WELD SHALL BE CONT INUOUSL CJP is to be used, based on the material thickness being joined. SUBMERGED ARC WELDED ONE SIDE OF THE AISC TABLE J2.4 &AWSD1.1 5.8 WEB TO BOTH FLANGES AS ILLUSTRATED. WEB PLATE THE MINIMUM FILLET WELD SIZE SHALL B MINIMUM GMAW FILLET WELD SIZE r TAKEN FROM TABLE BELOW. CJP Minimum Size FLANGE CHANGE Base Metal Thickness (T)• of FilletWeld CONNECTION In. mm in. mm SPLICE T<1/4 T<6 1/8 3 TUBE OR PIPE COLUMN C Jp 114 < T < 112 T < 12 3/16 5 V MIN. 112 < T < 3/4 12 < T < 20 1/4 6 MINIMUM FILLET WELD SIZES (USA, CANADA & MEXICO) (AWSD1.1-TABLE5.8) 3/4 < T 20 < T 5/16 8 FLANGE THICKNESS t CJP T = Thickness of the thinner part joined (USA, CANADA & MEXICO) WEB THICKNESS 311x•' OR 114" 5116" 318" 112" 518•' 314" 1" 1 fro" 1114" o 1114" Assumes low hydrogen welding process using GMAW filler meta( LESS 10GA 1181, 118" Ila" 118'1 1181, 118" fro" Its" vs' 118" 118" RANDOM SHOP SPLICE class ER70-3 (B-G49A 2C G3) or SAW filler metal class F7A0- 8GA 11e' 118^ 11e• 118' fro" vs" va 118" 11e" ve 1181, EM13K (F49A2-FM13K). 3116" +1s" its" 1/e" 1181, 1/s" ila" its" ila" 3116" 3116" 3116" CJPFILLET WELD ASSEMBLY (AWS D1.1-06 Sec 5.22.1) 114" ile" its' fro" 1/8' 1/8 118 118' 3116" 3116• 3/16• 3/16• fBASE PLATE Gaps in parts to be joined by fillet welds may have a 5116" 118" 1/8" 3116" 3116" 3116" 3116" 3116" 3116" 3116" 3116" 3116" ' gap of < 1116" with no adjustment in weld size. 318" 118" 118" 3116" 3116" 3116" 3116" 3116" 3116" 3116" 3116" 3116" 112" 118" 118" 3116" 3116" 3116" 3116" 3116" 3116" 3116" 3116" ' 3116" CJP Gaps > 1/16" but < 3/16'., fillet weld leg must be increased 518" 1/a" 11181• 1 3116" 1 3116" 1 3116" 1 114" 1 114" 1 114" 114" 114" 114•' by the amount of the root opening. > 314" 118" 1/a" 3116" 1 3116" 3116" 1 114" 1 114" 5116" 5116" It 5116" 5116" Gaps > 3/16", corrective work is required to bring parts Into acceptable contact. REV.DATE: 2/23112 REv.No. 01 TYPICAL BASE PLATE CONNECTION REV. DATE: 2123112 REV. 01 VARIOUS RANDOM SHOP SPLICE SHOP SPLICE WELD STD. REV. DATE: 2123112 REV. NO. 01 GENERAL WELD REQUIREMENTS WELD STD. REV.DATE: 2123/12 REV. NO. 01 TYPICAL NOTES TYPICAL SECTION THRU BUILT-UP MEMBERS BASE PLATE TO COLUMN WELD STD. FLUSH - UNSTIFFENED GENERAL NOTES: 0 0 07 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1. SEE FRAME CROSS SECTION FOR BOLTING PLATE ° ° ° 0 ° ° 0 0 "I■ IIi►Ii1k2r-^0% w Ik1� � X11T 111 I &il lwnme^e Mr%%Afe IA AAI o O _ O O 11 12 13 14 51 52 53 54 2. MIN. BOLTING PLATE WIDTH = FLANGE SIZE (6" EXTENDED - UNSTIFFENED MIN.) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 O 0 0 0 ° 0 0 0 0 0 0 0 0 0 0 0 0 3. SIZE OF WELDS UNLESS NOTED ARE BASED ON 0 0 0 0 MATERIAL THICKNESS _ 31 32 33 71 72 73'''^'''"'V EXTENDED - STIFFENED(GUSSET) FOR CODE DC- ivIPLIANCE 0 0 0 0 0 0 0 0 0 0 ° 0 0 0 ° 0 0 0 ��++_ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04 T O L(D-I 0 0 0 0 0 0 0 0 41 42 43 81 82 83 CONSULT ING GROUP Minimum bolt spacing Is 3" U.N.O. SEE "BOLTED END-PLATE CONNECTION" SECTION OF DESIGN CALCULATION FOR PLATE ID REV. DATE: 2123112 IREV. NO. 01 REV. DATE: 01113114 REV. NO. 03 GENERAL NOTES BOLTED END-PLATE CONNECTION LAYOUT SiONq O Q C85445 EXP. 09130/201 ,Ar # 01 U711�17 s�-4 clv1\ PERMIT F OF CNV BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE V DATE L D • �" ' t� —BY—L THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY BUTLER MANUFACTURING 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 M RD50 DRAWING MFG. AND DESIGN AND PERFORMANCE IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR 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 #: 1601372901 THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR CUSTOMER: DATE: DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN LOCATION: Chico, California BUTLER 6/ MICR 6 COMPONENT FURNISHED BY BUTLER EXCEPT ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL 7 ® DRAWN/CHECK: TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING PROJECT: Smuckers-Spare Parts Expansion Butler Manufacturing SE: / H.A g PAGE: i REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BUILDER'S POO: VPCVERSION: 2016.1b 6/2912016 13:34:12 a division of BlueScope Buildings North Amedca, Inc. w VPC FILENAME: 16-01372941 r ERECTION NOTE: BRACE FRAME BRACE LOCATION LOCATION SECOONOARY WHEN A CHANNEL BRACE DOES NOT LINE UP WITH ANOTHER MEMBER CHANNEL BRACE OR THE SLOTS IN THE PURLIN WEB FOR A DROP PIN CONNECTION BEND THE CHANNEL TABS TOWARD 0 ,0 ••t> I THE PURLIN WEB AND USE A SELF -DRILLER (55307) TO ATTACH. f 0 2 o • 1 0 0 of - --------------- --- - (2) 1/4-14 x 1 1/4" (2) 1/4-14 x 1 1/4" STRUCT. SCREWS FLANGE BRACE STRUCT. SCREWS If -r' -7^-7\ (GFB—) OR (HFB—) CLP REO'D W/ FLANGE BRACE WILL TYPICALLY (55307} THICK FLANGES CONNECT TO THE WEB OF THE '�._ k \ FRAME MEMBER. ANNI ACE 3B-) CHANNEL PURLIN BRACE (CPB-)(TYP.) ANNEL ACE 'B-) 1 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 TRUT)- EAVE PURLIN SEE FACE OF BRACE ASSY. EAVE STRUT VIEW (PBA-) FOR TAB ATTACHMENT I FACE OF EAVE STRUT ALTERNATE CONNECTIONS FLANGE BRACE REQUIREMENTS: PURLIN RULE11- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. — DETAIL BR09JG USE (2) 1/2" GALV. HEX - RULE12— SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON NUTS (47120) LOCATE (1) CROSS SECTION IS NOT ACCOMPANIED BY (2). PURLIN 1/4"X 6 1/4" NUT EACH SIDE OF PURLIN (1} RULE#3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB WHEN PART MARK IS ACCOMPANIED BY (2). DROP PIN (097556) V EAVE PURLIN RULEW4- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE USE WHEN CHANNEL BRACE USIE WHEN CHANNEL BRACE (TYP. PER EACH END) BRACE ASSY. (PBA-)(TYP ) CENTER OF THE BUILDING. DOES LINE UP WITH THE DOLES NOT LINE UP WITH RULE#5- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME SLOTS IN THE PURLIN WEB. THIE SLOTS IN THE PURLIN WEB. SIDE OF THE FRAME WEB. 4* 10" & 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. REV. DATE:04/01/11 REV. NO- 011 CHANNEL BRACE ENDING AT PURLIN WEB �. DA1E:D7/o1/1)9 REV. NO.00 SINGLE CHANNEL PURLIN BRACE WV DA' -07/°'/09 "E1'. " TYPICAL FLANGE BRACE CONNECTIONS BR06AE CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN BRO9JG SELF -DRILLER WITH BENT TABS BR09JH ENDING AT PURLIN WEB LOCATION NOTE: END FRAME INT. FRAME INT. FRAME INT. FRAME NEST AND EMD BAY INTERIOR BAY 1. SEE CHART FOR RIDGE BRACE II ROTATE ASSEMBLY SELECTION. II a xy CHANNELS 2. NEST CHANNELS TO ACHIEVE TO ALIGN (1) PURLIN BRACE Q ] o o (1) PURLIN5" BETWEEN HOLES AND HOLES CHANNEL O ] 0 0 USE DROP PINS TO SECURE. USED TO CHANNEL SECTION SECURE (2) PURLIN BRACE o 0 (2) 1/4" x 6 1/4" WITH DROP CHANNELS (2) PURLIN BRACE o ] Q DROP PINS (097556) PINS (3) PURLIN BRACE ] ] � o CHANNELS CHANNELS BRACE (4) PURLIN BRACE (4) PURLIN ] ] ] REV. aAmoyo1/D91REV. No.00 BR09PK 41 LI CHANNEL RIDGE BRACE ASSEMBLY SINGLE BRACE AT SYMMETRICAL RIDGE 2 1/2" REV. DATE 07/01/091 REV. N0.00 EN53F1 N m 2 5/8" PURLIN AND GIRT SIZES 8 112" 216mm EAVE STRUT PURLIN NOTE: SEE ERECTION DRAWINGS FOR LOCATION FOR LOW OR HIGH EAVE LOCATIONS. EV. DATE:11/26/12 1 FIEV. No. 04 EAVE STRUT BRACE BR09K5 CHANNELS CHANNELS ] ] ] ] 3a TYPICAL I 3„ TYPICAL CLUSTER CLUSTER STANDARD NOTES: STANDARD NOTES: DEPTH - PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES. - PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES. 07 = 7" THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: 08 = 8 1/2" 0 — DO NOT INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. 0 — DO NOT INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. 10 = 10" 11 = 11 1/2" - 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. PURLIN - 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 DITHER 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. REV. DATE: 07/01/09 1REV. NO. 00 PURLIN BRACIE CLUSTER LOCATION M. DATE: 07/01/W REV. NO. 00 PURLIN BRACE CLUSTER LOCATION REV. DATE. 07/01/09 nNO.BR09RY END BAY CHANNEL LOCATION BR09RZ INTERIOR BAY CHANNEL LOCATION EN51B P01 CLIP NOTE: EAP2 PLATE ONLY REQ'D. WELDED CLIP CONNECTIOM WHEN CALLED ALT. CONNECTION OUT ON FRAME • CROSS SECTION ENDBAY 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 FLENAME: 16-013729-01 SHIM PLATE ROOF PITCH RANGE PART NUMBER .25 TO 1.99 NTA_ 2.0 TO 2.49 N /A 2.5 TO 3.49 ESH1 3.5 TO 4.00 ESH2 ROOF 0 1 1 PURLIN SHIM PLATE EAVE (SEE CHART) 1 STRU' l BOLTED CLIP CONNECTION PLATE ALT. CONNECTION (EAP2) I I CLIPS MAY BE REQUIRED FOR SIDEWALL PURLIN TO FRAME CONNECTIONS. OR SOLDIER COLUMN ROOF BEAM RAKE BEAM ��` o P�-�S 4: ?- & REV, DA1E:06/17/15 REV. N0.02 PURLIN CONNECTION TO END FRAME RS02T1 I CONTINUOUS PURLINS BOLT EAVE STRUT AND EAP2 PLATE TO FRAME W/ oro 6,.. )" ' A325/BOLT (097280) oG��l9�' � *1'-0" AT 7" do 8 1/2" OUTSET j.. �• sF / PC 0& `�' o' r *1'-0" AT 7' & 8 1/2" OUTSET 1'-3" AT 10' & 11 1/2" OUTSET SFS l 1'-3" AT 10" do 11 1/2" OUTSET LOW EAVE STRUT SHOWN - HIGH EAVE STRUT USES SIMILAR PARTS. LOW EAVE STRUT SHOWN - HIGH EAVE STRUT SIMILAR REV. OATE:•03/26/15 REV. NO. o2 EAVE STRUT W/ ATTACHMENT PLATE REV. DATE03/26/15 REV. No. o, EAVE STRUT CONNECTION RS12PF END FRAME RS12PH I AT END FRAME ADJUST. CODES GAGE EIGHTHS INCHES LENGTH FEE(millimeters) SHAPE CHANNEL PURLIN BRACE-\ (CP8-)(TYP.) a 0 REV, DAZE 07/01/D9 1 REV. NO. 00 BR09PH 010 `R I PURLIN (1) 1/4' X 6 1/4" DROP PIN (097556) (TYP. PER EACH END) SINGLE CHANNEL PURLIN BRACE INTERMEDIATE LOCATION ADJUST. CODES GAGE EIGHTHS INCHES LENGTH FEFT millimeters SHAPF SHAPE BUTLER " GAGE DEPTH DATE 6/28/2016 SHAPE DRAWWCHECK / H.A GAGE Z=ZEE 11 =0.11311 07 = �y ZS =ZEE =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 0.0138 H =HIGH SAVE STRUT 14 = 0.079 11 — 111/2" HS = HIGH EAVE STRUT 14 — 0.079 15 = 0.073 BB = BACK TO BACK CEE FB = FACE TO BACK CEE 15 = o.a73 16=0.06a FF = FACE TO FACE CEE 16 = 0.068 17 = 0.060 17 0.060 SECONDARY PART MARK NUMBER COMMON GENERATED MARK NUMBERS - .ATE PART NUMBER N/A ESH1 ESH2 ESH3 THE BUTLER MFG. ENGIINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY BUTLER MANUFACTURING 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 MFG. AND DESIGN AND PERFORMANCE IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR REQUIREMENTS SPECIFIED BY BUTLER. USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV DATE: BY: DESCRIPTION: THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN COMPONENT FURNISHED BY BUTLER EXCEPT ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: INTS 6RB=16 SEDSheet 13:24:58 ROOF BEAD ;097280) I REV DATE:07/1)1/09 1 REV, No. 00 SPECIAL SECONDARY PART MARK KEY EN51 R2 COMMON GENERATED MARK NUMBERS i—IA SCE t i1 s LU Id s'INITc 'AlEST CONSULT INIGGROUP ERM IT # 1/1 l.// ' 1 / Cr — I (P BUTTE COUNTY DEVELOPMENTS ERVIC-ES REVIEWED FOR CODE COMP I9�l� I..�VE DATE 10 ' l.f� ' I p SY vv - ROOF SECONDARY SED'S BULDER: North Valley Building Systems, Inc. BUTLER " JOB# 1601372901 CUSTOMER: DATE 6/28/2016 LOCATION: Chico, California DRAWWCHECK / H.A Butler ManufacturingSCN VPC VERSION: 2016.1b of BlueScope Bulldirgs North America, Inc. PROJECT: Smuckers-Spare Parts Expansion PAGE 9 BULDER'S POIk. a drvlslon VPC FILENAME: 16413729-01 BRACE ¢FRAME BRACE ROOF LOCATION LOCATION SECONDARY MEMBER SR o.. *•c> I D I o - OI 0 0 FLANGE BRACE FLANGEESS (GFB-) OR (HFB-) THICK FLA CLIP RFLANGE BRACE WILL TYPICALLY CONNECT TO THE WEB OF THE FRAME MEMBER. O ALTERNATE CONNECTIONS DEPTH FLANGE BRACE REQUIREMENTS: 07 = 7" 08 = 8 1 /2" RULE#1— ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. 10 = 10" RULE#2— SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON 11 = 11 1/2" 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. OA1E07/01/09 REV. NO.00 REV. DATE:O7/01/09 REV. NO.00 TYPICAL FLANGE BRACE CONNECTIONS EN51B1 BR06AE CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN ZEE GIRT SHOWN CEE GIRT SIMILAR REV. DATE: 06/28/10 I REV. NO. 01 WS01 H2 HEADER TO CUP (PG1) DOOR HEADER 8 1/2" GIRT CLIP (GCS) 10" GIRT CLIP (GCE—) MAY BE SHOP WELDED (GC2 OR GCB—) 5r;oCOLUMN 8 1/2" & 10' INSET GIRT GIRT CONN. AT COLUMN INSET GIRTS I EQUAL 3" EQUAL I I I O O I I I I I OPENING I I HEIGHT I I SECTION A -A REV. DATuoy0i/09 1 REY. NO.00 WS2DF9 SINGLE JAMB L•r7 I/ All: A307 THIN HEAD BOLT (096636) & NUT (095032) HEADER TO JAMB ANY HEADER, ANY SINGLE JAMB 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/0 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 FLEWWIE 16-01372301 ADJUST. CODES GAGE EIGHTHS INCHESI LENGTH FFETJ (millimeters) SHAPE SHAPE L = l E = LOW EAVE STRUT H = HIGH EAVE STRUT GAGE 11 = 0.113 12 = 0.098 13 = 0.088 14 = 0.079 15 = 0.073 16 = 0.068 17 = 0.060 SECONDARY PART MARK NUMBER COMMON GENERATED MARK NUMBERS L,At5Lt UK I l.Llr � (GC19`/R—) AT 7" & 10" GIRT (RIGHT SHOWN) (GC18—) AT 8 1/2" GIRT (GC20—) AT 11 1/2" GIRT REV. DATE:07j1J/1J REV_ WSO4E2 CORNER COLUMN ENOWALL GIRT !AKE TEAM ERECTION DRAWING PART MARK T C ADJUST. CODES P GAGE r, millimeters SHAPF DEPTH 11 BB = BACK TO BACK CEE — 15 = 0.073 SHAPE GAGE 07=7" ZS=ZEE P01 CLIP = 3 3/4' AT 7", 8 1/2", 10" GIRTS 11 =0.113 08 = 8 1/2" CS = CEE 12 = 0.098 10 — 10" ES — LOW EAVE STRUT 13 — 0.068 — 11 1 2" HS = HIGH EAVE STRUT 14 — 0 079 K 1W1B3 T I BAY NUMBER CANOPY (C)/PARTITION(P)/ ROOF(R)/WALL(W) NUMBER BUILDING SHAPE - / BB = BACK TO BACK CEE — 15 = 0.073 THE BAY/BUNDLE CODE IDENTIFIES 8 1/2" FB = FACE TO BACK CEE FF =FACE TO FACE CEE 16 0.068 THE BUILDING CAN OPY/PARTITION/ P01 CLIP = 3 3/4' AT 7", 8 1/2", 10" GIRTS = 17 = 0.060 ROOF/WALL PLANE: AND BAY aEV, °ATE`o'/°'7a' I RE"' "°.°° SPECIAL SECONDARY PART MARK KEY REV. °ATE:01/51 REV. N0. Ol SECONDARY BUNDLE LOCATION KEY WS2088 GIRT CLIP EN5182 COMMON GENERATED MARK NUMBERS EN51 B3 ALL SECONDARY DEPTHS (GCE_) (GCB_) AT 10" GIRT 8 1/2" & 10" SECOND CEE ON A DOUBLE OPTION FOR FUS UP TO 9' X 9' USE (3) 1/4'-14 X 1 1/4" JAMB IS HELD BACK 6' FROM EACH END OF MAIN JAMB. SDS (55307) LOCATED APPROX AS SHOWN. GIRTWALL NO CLOSER THAN 3/8' FROM EDGE A OF CLIP OR HOLES. SCREW SPACING NOT 10" LESS THAN 3/4' APART. JTG4 FIELD LOCATE AND DRILL (2) 9/16' Illy C • DIAMETER () RX TO AACH HOLES 12' / / 1 1/2- A325 BOLT (49084)) A 11 1/2" a JAMB, SINGLE c OR DOUBLE `® ell nnr rnr r r►un II II SECTION A -A V DATE 11/30/16 I REV NO 01 GABLE GIRT CONN. TO RAKE BEAM WS20B2 INSET GIRTS GIRT CLIP (BOLTED) (WELDED) (PG1) (GCI) AT 7" GIRT CORNER COLUMN (PG1) (001) AT 8 1/2- GIRT (GCD_) (GCA_) AT 10" GIRT ENDWALL (GCD_) (GCA_) AT 11 1/2" GIRT GIRT '00, y All �� DU'T "t) 4k51DTESWALL GIRT NFRAME .,> I; GIRT CLIP (BOLTED)(WELDED) ( *** ) (GC64_) AT 7" GIRT GIIRT FILLER ANGLE (GC34_)(GC65_) AT 8 1/2" GIRT (GFA—) W/ (4) 55307 (GC62_)(GC66_) AT 10" GIRT (GC63_)(GC67) AT 11 1/2 GIRT ** — SEE DETAIL WSR002 FOR BOLTED CLIP TO 7" GIRT REV. DAT -'09/10/13 Il NO. 00 1 GIRT CONN. A,T CORNER COLUMN WSR001 INSET GIRT AT EW, ANY OUTSET GIRT AT SW S q� ON CL PB (BPAG1) � — BFIpS� W IpN 1/2" ANCHOR A RODS WTH DOUBLE JAMB HARDENED WASHER CONNECTION ;) JAMB, SINGLE OR DOUBLE JAMB CAN BE 1 1/2' DEEPER CONCRETE FSNR THE AMB SUPPORT GIRT THAN J (ONLY EXCEPTION: it 1 2' JAMB AT 24 O.C. (BY BUILDER) CAN BE USED W/ B 1/2" GIRT) 8 1/2" ALIGN JAMB AND GIRT AT BL. 11 1/2" P01 CLIP = 3 3/4' AT 7", 8 1/2", 10" GIRTS = PGV1067 CLIP — 4 3/4" AT 11 1/29 GIRTS JTG3 JAMB TO GIRT DAZE 07/°'/°9 ` '� Ill SINGLE OR DOUBLE JAMB, ANY ZEE GIRT WS2088 GIRT CLIP (BOLTED)(WELDED) JTG5 (GC5) (GC2) AT 8 1/2" GIRT (GCE_) (GCB_) AT 10" GIRT 8 1/2" & 10" INSET SIDE1 GIRTWALL y. I! i ell e � m 4,P1 1 N I �` 6 FRAME GIRT CLIP (BOLTED)(WELDED) ( *** )(GC64_) AT 7" GIRT GIRT FILLER ANGLE (GC34_)(GC65_) AT 8 1/2" GIRT (GFA_) W/ (3) 55307 (GC62_)(GC66_) AT 10" GIRT (GC63_)(GC67_) AT 11 1/2' GIRT *** — SEE DETAIL WSR007 FOR BOLTED CLIP TO 7" GIRT 8 1/2" & 10" INSET SW GIRTS REV. DATE09/10/13 Il No 00 HGIRT CONN. AT CORNER COLUMN WSR004 ANY INSET GIRT AT EW, INSET GIRT AT SW v (2) 1/2' A307 THIN HEAD BOLT (096636) & NUT (095032) O 50?11-- G» 1114 r r O I� w I i7 I� �— BASE NAEMBERI _< L_ CY JAMB CAN BE 1 1/2" DEEPER ww THAN THE JAIME SUPPORT GIRT SECTION A—A ALIGN JAMB /AND GIRT AT BL. JAMB BASE ATTACHMENT SINGLE OR DOUBLE JAMB THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY BUTLER MANUFACTURING 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 MFG. AND DESIGN AND) PERFORMANCE IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR REQUIREMENTS SPECIIFIED BY BUTLER. USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE BUTLER MFG. ENGINEER'S SEAL DOES REv DATE: BY: DESCRIPTION NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN COMPONENT FURNISHED BY BUTLER EXCEPT ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL TO ANY DESIGN OR (PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. oRAwnNc SCALE: NTS 6/26R016 SEDSheet 13:25:05 48` LIP 2 1/2 2 1/2" REV. DATE 07/01/09 REV. NO.00 EN53F1 N 00 2 5/8" PURLIN AND GIRT SIZES 8 1/2" 216mm GIRT TO JAMB DEPTH 7" 8 1/2" 10" 11 1/2" JAMB CLIP = 7" JTG3 JTG6 w 8 1/2" JTG1 JTG5 JTG7 10" JTG4 J902 Illy - 5 11 1/2" JTG2 1 (2) 1/2" X 1 1/2" A A325 BOLT (49080) DIM. A O to SECTION A—A A —SINGLE JAMB (2) 1/2" A307 THIN HEAD BOLT (096636) & NUT (095032) GIRT CLIP (SEE CHART) DIM. A ZEE GIT SHOWN 3 1/4" AT 7", 8 1/2", 10" JAMB CEE GIRT SIMILAR 6 1/4" AT 11 1/2" JAMB JANE CAN BE 1 1/2' DEEPER THAN THE JAMB SUPPORT GIRT. (ONLY EXCEPTION: 11 1/2' JAMB CAN BE USED W/ B 1/2' GIRT) ALIGN JAMB AND GIRT AT BL. REV. DATE07/21/15 Ill NO. GIRT TO JAMB WS2OF2 SINGLE JAMB .L -VI F71.. ^It FOR CODE COU PLIANCE OCT 0 �, 2 13" INT i\VJE COttilSULTING GRQjJP Q C 85445 CIO * N EXP. 091301201- CIV1V �P PERMIT l./�' OF oA��F�� # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CO'1DE COM r LIANC ( E DATE l V ' ' I WALL SECONDARY SED'S BUILDER: North Valley Building Systems, Inc. CUSTOMER: LOCATION: Chico, California PROJECT: Smuckers-Spare Parts Expansion BUILDER'S PO#. BUTLER Butler Manufacturing vPC VERSION: 2016.1b of BlueScope Buildings North America, Inc. JOB #. 1601372901 DATE: 6/28/2016 DRAWNICHECK / H.A PAGE 14 a dNklon I X!uI ExT D0t7,', F': �'=;`•'I~f:'?�CTB I. ALL EXIT DOCR5 SHALL BE CPENAELE FROM T:JZ INISiDE VTWOJT TWE US. OF A KEY, 5-ECIAL KN0_l''LEDGE CR E"ORT. T 2. DOOR WARDWARE 5WALL CON=OxZl TO CBG SECTION ICOR.! AND BE MOUNTED BE%F_=_N 3A, s 44" ABOVE TWE F!NI5WED FLOOR DOUR WARDWAGE SWALL BE 5'NGLE-EFFORT, LEVER TYPE WARDWAR= CONGOR"im45 TO GBG 1�5-AC4i' AND NOT X RECUIRiNG TIGWT GRA5='NG, P!NCW'NG OR Ti'!5';NG OF TWE WR!57 TWRE5WCLD Lj TO OPERATE, TACTILE EXIT SIGN ? I 3. T'4!! 60TTOM 10" OF ALL DOCR5 6%44'_L WAVE A 5V10071-4 UNINTERRU' TED SUS—FACE TO ALLOW TWE DOOR TO BE OPENED BUILDING itNTERICI;Z BY A W"EELCWAIR FOOTREST WITWCUT CATC4NG OR CREATING A WAZAI;=0,15 CONDITION. CE3C 1!B -A04.2 JO. 4, TWE MAXIMtJi"i EFI=CRT REQUIRED TO OPEN DOCfS /OTHER T4AN FIRE DOORS) SWALL NOT EXCEED 5 LBS. CMS _ 5. EXIT 51GN5 SWALL BE INSTALLED AT ALL EX'T a00'P_t:A1T'5 45 O R C'J1R=D BY CRC SECVON IC1.0: 5!GN5 SWALL BE READILY INTERNATIONAL 5Y"'1BO V[5[L=LE F� ;O'9 A'NY DI;zc_CTiON CC EGRESS TRAVE'.. OF ACCESSIBILITY e*N I 6. ALL GRADE LEVEL EXT DOCKS 5WALL EE !aENT;FSN T ,ED CN J IN51DE WIT:1 TACTILE Ex!T SIGNAGE FCR G^cADE LEVEL EXIT5 WITWOUT RA" = OR 5TA!RLJAY GONr-OR' ":NG '0 CBG SECTION' 1011.3• 513N5 5WALL eE 1"'0JNTED EET SEN AS' AND 6C" A -=i=. DOCK LANDING AREA TO BE2'-C" 51GN MAR'KIN'G 5' -IAL L GONVOR" TO GBG 1115 -IC -13, ITEM I SMOOTW WARD SU�ACE CONCRETE OR AC. PAVING) 5'-D" 1. ALL ACCESSIBLE ENTRANCE5 5WALL t'_ IDENTIFIED AT TWE WITW MAXI JM SLOE NOT EX7ERICR WIT" AND INTERNAT!CNAL 5Y"'50L O;: ACCE55131LITY MCRE TWAN 1/4" PER FOOT SIGN CC'tF0^ .!NG TO GBG SECTION 1B-103.1.2.1. SIGN SWALL BE POSTED ADJACENT TO TWE VOCR AT 60" AF'OVE TWE WALKING Dr i AI1... 6" BLACK LETTERS ON CONCM.MTE WWITE eAGKG-RCUND — WASHOUT i 1 j 3'x 2 - �"'- -= FLI!,X100D SIGN / 2X12 FRAME WELD F!R"f;-Y IN FLAGE W!TW IX2X2d" / 5T4KE5 AT BOTW S!DE5 NOT MCRE TWA' 6' C.C. FCR FULL PERIMETER � / �!O MIL vf5^UEEN LINER W'TW EDGES LAPPED 12" SEA E LED Ix2x24" STAKES EA 51DE CF FRAME DETAIL. D 2X12 FRAME WELD FIRMLY IN PLACE LI!TW IX2X24" STAKES AT 5CT114 51DE5 NOT MORE TW4N Co' O.G. FOR FULL PERIMETER /10 MIL V15CUEEN LINER W'TW EDGES LAPPED 12" t SEALED �-- I- _I Ire �0 SOIL LOSS 4 STOP" iWATEP. POLLUTION PF:Z=6-VcNTIOtiI I. NO SOIL DI57UR°34NS_ 5WALL OCCUR PRICK TO CBTAIN!NG A B'.:ILDi'NS CR G-'RAD!NG PEP^'!T. 2. F4q,-, REST0ti5!BLE FCR i^"PLE^'ENTATICN CT 6TOcZ-lW4TER AND ERCS!CN CONTROL FEATURES SW4LL BE: NORTW VALLEY E'J!LDING SYSTE^"5 CCNTAST: SIRE -7 WOOD 30 5=V!LLE CCURT CWICO, CA 9,928 FWOiNE: (53C)3d5-�2Qb 3. EROSION CONTROL M^cASUREs 5WALL EE IN PLACE BETLEEN CCTCpER 15 AND APRIL 15 AND WWENEVER R41N IS FORECAST FCR TWE PROJECT VICINITY. d. CCNS7RJGTION Sr+A�L E` SCWEDUL ED AN^✓ EXEGUT`D IN A MANNEe TWAT LIM175 E0?W4 SCfL EFOS!CN AND POTENTIAL 67CR`" WATER FOLLU 7 ICN 45 RECJ! RED 5Y TWE C4LIFCRN!4 GREEN BUILDING GCDE5 STANDARD S_=C_ICN 5 MEAS'J^ES NCTED 5W4LL BE !M=LE`"ENTED TO CCN':CR"! W'fTW T"= - BEST M4NAGEME!NT F=4?4CTfCES' (EM='S) OUTLINED IN TWE CALIFORNIA 5TC•R'"' WA7ER QUALITY A55CS1471CN W4ND500K, NOVEMBER 2OC9 ED!71CN, 6. ANY SOIL TRACKED FROM TWE SITE INTO TWE PUBLIC 57R;CT 5W4LL B_ CLEANED UP A7 TWE END OF EACL4 WO'-< DAY. T, INACTIVE SC'-' S7CCKP!LE5 5W41_L BE CCVERED. 4GT vE SC!L 57CCKP!LE5 5144LL BE CCVERED =F.'O@ TO ANY FOREC457 RAIN E vEN,T. 8. EROSION CONTROL M_=4e ,RES SL44LL BE MA!NTA'N_D FCR 71-4E DURATION G= CGNSTt�UCTICN CR U'N7!L ALL ExPCSED SOIL iS COV=_�:ED WITi-I PAVING-, VEGETATION C'! 07uER FI'N!5L? SJR='ACING 45 51m-IOWN ON TWE FLANS. ?. WAS''IXNG Cr CCNGFETE ECUIPMENT AND TOOLS AT ANY LCC4TiCN OTW=R TWAN TWE DES'GNATED WASL -OUT 5 =C'LN CN TWE FL4NS 15 A V!CLATICN C^ LAW AND SUBJECT TO FINE. •AILD1NC4 DATA - 2013 CMC OCCUPANCY G-f?OUP: EXISTING MILDMGt MAIN OCCUPANCY: S1 (WAFnHOUSE) ACCESSOPZY OCCUPANCY: D (OP'=10E) P1R07?OSED ADDITIONS: SP (WAk HOUSE) TYPE C-- CONSTFlICTION: CXiSTiNG CUILDiNG: V3 WITH SPRIWLERS PPOP051ED ADDITIONS: V3 WiTH ePr i. ,LEPt S LOCATiCN ON PM---OPEf:TY (AFTER? ADDiTiO'NS>. NORTH: 60' TO PL EAST: 60'1 EXi3TINS aUILDING SOUTH: 120'1 TO EXISTING 13UiLDiNG MST: 180'1 TO EXISTING DUiLDiNIG FLOOR AP,.EA: EXISTING BUILDING— 25,300 SF. PP,OPOSSD ADDITION 01: 3,690 OF. F`F O'OSi=D ADDiTION 02: 1,400 SF. TOTAL: 303 A SF. ALLOWABLE AF�A: At 9,000 SP. It 0.'15 le ■ 2.0 Aa ■ %0004(01E, 5 X 9000) + (2.0 X 90D0) ■ 33,150 SP, HEIGHT (EXISTING ELDG): 30.8' M=AN ROOF - 33.4' MAX ALLOWABLE WEIGHT ■ 40' NUMBER OF STO ZiES: F'':Ot'DyED -'SINGLE ST0 ZY ALLOWABLE : TWO STORY OCCUPANTS: EXISTING CUILDiNG: PPODUCT STOP,AG S AREA: 45 OCCUPANTS PA"? S 5TO1�-E' A+ZEA: 11 TH.AWiNG: t3 TOTAL: 64 OCCUPANTS EXiT P.EQUIREI•'ENTS (ENCLOSED ASA ONLY) BUILDING WILL %E DIVIDED INTO TH%E �LETELY SEPARATE, N ON - CO'^"'"tNICATiNG AF':'EAS FOR £XITiNG. FTZODUCT ST0rAGE AfZA- 1 -EXIT ra0lJiP=D 2 EXITS F`MOViDED. PAr'TS 8TOr-A0E AF= -At 1 -EXIT F=OU17MD i EXIT PROVIDED. THAWING: i -EXIT MQUlrZD DUILDiNG IS OPEN FOi' EXITiNWS ON TWO SIDES EXiT Ti':AVEL DISTANCEt MAXInI ZI 212' ALLOWAI✓LE: 2?<O' LIG14T GAUGE STEEL FRAMING !. ALL LIGW7 GAUGE STEEL STUDS, JOISTS AND TRACK 5I-•141 L BE GAL v4N'ZED CR FA!NTE D 5W4PE5 MADE FRO^' 57EEL GCNFOR'"fING TO ASTM 44d8. GRADE A T M 1 t^ E FO!NT GI � n . � I M ' G� W J YIELD FON D 3�,OOC P... 5 _5 AND 5 c_5 N,.I ED CN I W=,.=_ FLANS 4RE STANDARD SW4F 5 45 LISTED IN I WE 4TEC=_ STUD ANJFAcTJRER'S 455CC14TION CATALOG AND LC.c. REF'GRr ESR NO. 3064=. 2. COMPONENTS USED FOR SECCNDARY FeAM!NG- IN TWE PRE-ENGINEERED STEEL BUILDING SWALL EZ 574ND41RD CC`-F=ONENTS 45. M4NU:AGTURED BY EUTLER MANUFAG7URING COMPANY, 3. ALL FRAMING DETAILS FOR NC\-BE4eING, NON! -STRUCTURAL PAR71T!CNS SW4LL 45 SWOWN IN E5R 3C6d= U5!NG SCREWED CONNEC7!0N5 UNLE55 5WCLN C7WERW!5E ON T WESE PL4N5. 4 ALL 57"UD WALLS SWALL WAVE CCNTINJCU5 TOS AND BOTTCM TRACKS Or 7W!CK- NE56 !"14TCWINS STUDS UNLESS NOTED CTW=FZW!SE. TOP TIFACKS 5WALL BE 5FLICED W!TW 144' SECTIONS OF ;DENT"CAL MATE'RIA'_ INVERTED AND LAPPED 7" ON E4CW SECTION AND A774GWED WIT:-! A M!N!`1UM CC 3-'!C X 1" SORE' S TWeCUGW EACW FL4NGE GF EAC! PIECE OR 45 5W0WN ON ?WE FANS. 5. ALL EOT7CM TRACK S'"'ALL BE 47TACWED TO CONiCRETE SJ STRJCT;iRE L111 'TO O.Id"r X 1 1/2" SWOT=Itis AT 24" O.C. UNLESS NCTED CTWE4ZWI5E, 6. GCNNEGT'ONS C;= L1GLJT GAUGE 57EEL FRAMING 5W4LL eE 4GCO-r_lLI5"ED BIT- r--=4N5 YMEANS C: SELF -DRILLING TEK SCREW'S Cr- TWE SIZE INDICATED CN TWE PL4N5 W"ERE GCNNECTICN IS NOT S =ClF:ICALLY SWOWPN, IT SWALL EE !'ADE 45 NCTED BELOW OR PER TWE STANDARD DETAILS SWOWN IN TWE STEEL FRAMING MANUFACTURER'S SPECIFiC4TICN5 AND 4F` l7RCPp!4TE ICC R-PC'RT, STUD TC TRACK:: I - ' 0 5CREW EACW FLANGE JC!57 TO TRACK: 2 - ".O SCREWS TO WALL 707:' TRACK (1 TWeOUGW CLOSURE TRACK) AND I SCREW TC TCP FLANGE OF CLOS': RE TRACK '•R F'DG!NG TO JC5T5: 1 - 1'0 5G=EW 4T E4CW CR0551NG BRACING TO 57UC5: I - Mi0 fRE:J; AT E4CW CROSSING 1. SCREW LENGTW SWALL BE 4DECUATE TO FE'NETR47E ALL RECUIR=D GOMPCNEN75 AND PROVIDE AT LEAST I/4" =G,CJrGTIGN Or TWE TWp=A^ED P-1;; C BEYCN!D TWE LAST COM=CNENT, E. 5CR'=W THREADS FOR E4CW 5!E- SCR= J 5L14LL EE 45 FCLLOWS UNLESS S�FC!F1CAL L� NOTED C?WER !SE: Oe- SGR-WS -le TWREADS F=I=R INCW 'C SCR=wS - I7 TW4:_4DS FER INCW ",L, '14 t !/4 SCREW'S - 14 INCW ". SCR'E'WS FCR FASTENING STEEL TO STEEL 5W4LL BE STANDARD WEXAG-ON4L WEAD SCREWS UNLESS WEADS MAY !NTEF'ERE W!T-4 i'NSTA!_LATiCN CF F!NiSW SUF ACING-: WWERE =4NI-WE4DED SCF=uiG MAT- 5E USED. S , c. lr_E F A .. .. U„ ✓. G L.._✓ TO ...STEIN PLYWOOD 5W4LL BE WAFER WEAD SSREWS. 10. MINIMUM 5SREW SPACING AND EDGE DI'STAN'CE SCALL BE 45 FOLLOWS: "8 - 1/2" M!iN!MJM 010 t 'I2 - 3/4" MiN'I"iJM i!. WWERE SWEET !"IETA1_5 O= DIFFErRENT T"ICKNE55 41;ZE TO BE FASTENED, SGR=W4 SWALL BE DRIVEN 50 TWAT TWA TW!NN_tc METAL 15 FiRST PENETRATED. i2. ALL 501LTS AND ANC«=CR RC„^. 5WALL BE AS FCLLCLi ; "!GW 5TRENG7W BOLTS (W52) - ASTM 47_125, TYPE N 3. SECONDARY BOLTING (i;EX B01_75) - ASTM 43'0 (GR41DE 2) ANCWOR 5CLT5 t TIE ROD AST- F1554 (GRADE 3 SPECIAL INSPECTIONS I. RECUIRED SPECI4L IN57ESTION5 5WALL BE FER:OR"1ED BY AN INDE=ENCENIT SPECIAL fNSPECTCR FER GWA=? ER (T OF TME CBC AND LCCAL BUILDING DEPARTi'lENT RECUIRE-IEN T S. 2, TWE SPECIAL INSPECTCR 5WALL BE WIRED 51' TWE OWNER AND APPROVED BY TWE ENGINEER. 3, SPECIAL INSPECTOR CERTIFICATICNS SWALL BE SUBM! T TED TO TWE BUILDING CEPARTtMENT WITW TWE PER^f!T 4PPLIGATIGN. 7WE SPECIAL INS=EGTCR MUST BE APPROVED BT' TWE BJ!LDING DEPARTMENT FRICR TO BEGINNING CCNSTR'JGTiCN. 4. ALL 1-IANDWRITTEN LOGS SWALL E= AVAILABLE ON TWE J0551TE FOR REVIEW al' BUILDING DE=AR?MEN? FiELD INS=FCTORS. 5. COPIES CF ALL INSPECTOR REPORTS SWALL EE FILED W'TW TWE LOCAL BUILDING DE^ART7"ENT AND CR4NDALL ENGINEERING. REFCRT5 SWALL BE FLED WEEKLt' DU%Z:NG CONSTRUCTION. REPORTS SWALL NOTE ALL DISGREPANSIE5 WWETWER CORRECTED CR NOT, 6. UF=CN CCMPLE7ICN C= THE PROJECT, TWE INS'"EC70R SWALL SUE""!T A FiNAL SIGNED REPORT STATING WW=TWER TWE WORK RECUIR:(a SPECIAL iNSF✓ECTICN WAS, TO TWE BEST 0- TUE INSPECT'OR'S KNOWLEDGE, PE�=Cr,-ED IN CCN=CR 'ANCE TO TWE AFPPRCVED PLANS AND 5PECIFICATICNS AND TWE A=P' ;CA=! WCRGMANSW4'P PROViSICN5 OF TWE CBC AND/CR ICC REPORT. C =--a- r I. TE57NG C;= W55 WILL EE BY Ar— _IED TESTING CON5ULTANG5 G -- - CWICO, CA. --�- 8. S=ECiAL NNSPECTION 15 REQUI'~;'ED FOR ?WE FO'_LCWiNG ITEMS AND PR0CEDUR_5 AS NOTED. W!GW STIRENGTW BOLTING : A. ALL HIGL4 S7RENGTW BOLTS ARE TO BE INSTALLED USING "TUG:ZN Cr- TWE FTWE NUT" ME7WOD SPECIFIED IN TWE N'NTW EDITION C= TWE A!SC "S=ECIFIGATICN FOR STRUCTURAL JO!NTS USING ASTM 4325 CR 4490 F'OLTS". PERIODIC f1CNiTOR!NG CP BOLT TiGuTEN!NG IS AGCE='tASLE W4-IEN USING "TURIN OF TWE NUT" r ETWCD. B. W5PECTOR SL4ALL VERIFY TWAT ALL 5CLT5 AN--, WA5WER5 CONFC5Z"! WITW TWE R-C''JIRED 5=ECiFIC4TIC-4 C. INSPECTOR SWALL VERIFY TWAT TWE MEM; =R5 TC BE CONNECTED 4RE PRC"ER'_Y ALIGNED F'RIOR TO T'G-WTE'NING. D. TESTER 5WALL CBSERVE TWE CALfBR4'!CN PRCCEDURE5 WREN RECU!RED BY TWE ASTM 51=ECiFiC4TIC'N (A325 CR A4Q0) AND / T T I I f �C I I G M�rN:TCR 14~_ INSTA�LATICN C- BOLT TO CCTERM!N_ I WAT ALL PLIES C�: CCNNEC7ED MATERIAL WAVE BEEN DRALLN TOGE!'WER. GRADING AND FOUNDAT'CNS: ALL EARTWWCRK AND FOOTING EX.C4V47fCN5 S«4ALL BE fiNSPEGTED EY 4 REPRESEN?ATiVE OF STREA`^LINE ENG'NE R'NG AS REGC''MEtiDE^. B7" TWE 501L5 RE=OR7 FCR T WIC- PRCJECT NOTE: S=ECTAL IN5PECT!ON CT CONCRETE 15 ONLY REQUIRED FCR CONCRETE FOOTINGS AND SLAB IN ADD17ICN '2 15=ASE PAR75 STORAGE). FOOTINGS F02 ADDITION ' (TW4'W AREA) CGN5157 C= ISOLATED S=READ FOCT!NG5 FC'R 5U!LD!N55 3 5'Oe:!ES CR LESS 4BOVE Gg4DE FULLY SUPPORTED ON' EARTW CR ROCK AND EXCEPTION 'I TO GBS 5ECTICN IiC5.3 A;--F'LIE5. A. INSPECTCR 5W4LL P=RiODiCALLY INSPECT REINFCPCING iN EXCAVATIONS AND FCR` 5 PRiOR TO PL4CEh'IEN7 CF CONCRETE. INSPECTCR SWALL VERIFY Bop 5!ZE, NU -'SER, PW4GE'"7ENT AND GRADE FOR CCN;=CR^''ANCE W'!TW A=PROVED PL4N5. B. !NS=ECTCR SWALL VE', -,!;:Y TWE USE CF TWE REGU!RED DE5!5N M!X. C. INSPECTOR FER!CDiCALLY CE5EFVE PLACING C= CCNSRE7E AND M4iNT4'N A PLACING RECORD INCLUDING DATE, T!ME AND PORTIONS O'^ CCN5TRUC'•iCN PLACED. D. IN5=ECTCR SWALL MONI7CR TAKING O: TEST SPECIMENS FOR STRENG714 TE575, 5LU`"= AND CE7ER"•'NE TWE TEM=`RA7URE C` TWE CONCRETE. S4M=LE5 FCR 6TRENG7W 7E575 5WALL BE TAKEN - A RECUIRED 5Y AGI 3!5: 801L s FOUNDATION N OTE3 I, PROJECT DE5!GN 15 BASED CN ' SOiL5 'NVESTiGATICN RESORT Foe 5^^JCKERS 5FRGJT;NG lL'ARE -!OUSE BY STRE-A ''LINE EN6 NEERItiG DATED MAY 20, 201&. 2. ALL EXCAVATION ANC E`IeZNK"i14NiT 5WALL BE IN CCNFCeI"fANCE WITW 7WE E4RTWWC5�K RECC`-ND4TICN5 IN TWE A5CV_ REPCRT AND BE T i BY a I a �-� DIR�G • ED ,.�Y TWE „Of", EN,31,1c_R 3. 5C!L DESIGN VALUES USED FCR TW!5 PROJECT ARE AS FCLLOIU: BEARING CAPASI7Y: •.500 G5: FCR DEAD + LIVE LOAD LATERAL EE4R!N3: !00 PCF 33 o fNSREASE ALLO'JJED FCR SI- -CRT DURATION LOADS Z ALL FOOTINGS, UNLESS NOTED 0TWERW!5E 5W4LL BE SET AT LEAST 18" 5ELOW ADJACENT F!N!5WED GRADE. 5. FCCT!NG EXCAV4 riCN5 SWALL CE iNSaECTED AND 4=PRCVEC BY 4 REF'RE5EN'ATIVi= Cr- STREAMLINE M EALINE ENGINEEG:!NG PRIOR TO TW_ PLACING C= CONCRETE. CONC' ZETE NOTES I. CONCRETE SWALL BE 4 CC"--E'RCIALLY AVAILABLE 11RANS!T- `1!X PROPERLY FRCPOt7!ONE D AND CEL!VEiRED TO 7WE SITE IN READY-MiX TRUCK5. AGGREGATE 5!ZE 5W4LL BE A MAX_iM'J' i C: 1-1/2" IN r-CUND41TiONS AND 3/4" AT ALL 07WER LCCATICNS SLUMP 5W4LL NOT EXCEED d". CUR!'NCs CCM=CUND SWALL EE S=RAYED ON 41-LEXPOS=D 5Ull---F4CES 1'` ED!ATELY AFTER ;:;NAL TRCLIELL!NG. 2. ALL CEMENT SWA^L GCN:CR" TC 45TH 5TAND4RD C-150. ALL 4G.':sREGATE5 5(.441_1_ CONi=CRM TO AST^^, 5T4N!D4RD C-33. 3. CONCRETE USED FCS? FCUND4TiC'NS ANC 5_4'5 ON GRA;✓_ 5!-44LL WAVE 4 MINIMUM 2E -DAY GOMF!¢=SS!Y- STRENCsT. C'' 3000 PSI. 4ND SWALL NCT CCN7AIN LESS T44N 5 1/2 54GK5 C= CE-EN7 FER CUB!G `-ARD. 4. REIN=CR.1'NG- 541:R 51c5 "d AND 5!"'A!_LER S!441 L 5W4LL BE GeADE dO (FY_dO,CCC PSI). EAR5 .5 AND LARGER 5W4LL wE G@ADE 60 (FY=60,CoO PS!). ALL RE;N=C RviNG 5W4LL CCN=ORM TO 45T11111 5T4ND4RD 4-615 EXCEPT WLJCR_ R=BAR IS TO BE LELDED WWER- RE•NFO;RSiiNG- CON-CFMiNCs TO 45TH 4706 5=44,LL DE USED. 5. REINCORC!NG MAY BE WELDED CNL`' 45 5W0'',N ON TI -MESE FANS. T4GK WELDING TO WCLD FCR ALIGNMENT 54ALL NC-; BE ALLOWED UNLE55 APPROVED BY TWE ENS!NEER. FR=L1E47 4_L 'i AND LAR!sER EAR FER AWS D14-92. PREWEAT NOT REC'J!RED FOR e4R 5!ZES ','o AND MALLER. 6. RE'N=C :S!NG 5W4LL BE LAID OUT TO M Ni ZE TWE N'U`15ER C` S"LICE5. S=LICF5 iN CCN7!NUOU5 RE!NFCRCE" EN? FCR EAR SIZES 03 ?WRQ GL 04, SWALL LAP' 32 EAR D!4"ETERS, Cp AS NOT; ON TWE PLAINS. 541--1 6!ZE5 05 AND LAFGER 5W4LL LAP 40 BAR DfA`"ETERS! 7. UNLESS s14cWN;ISE, T""=M`Ni^"U^1 CCNGeETE COVER FOR REINFCRS!NG SW4LL BE I I/2' EXCE?=7 LWEN CCNEGRETE 15 TO BE F'"4CED b!REGTL'I' AGA1N57 EA RTW WWERE IT 5• -TALL AE 3" 8. ALL ANCWOR 5CL75 5W4LL CON=CR^1 W!TW 45T,"'! A -F!554, 36 K51 UNLE55 C7WERJJI5E NO7ED, 1 1";"'OJ~CT �IiTE VICINIT� 8C0P� OF PROPO��=D UJO�'"G 1 `Ia 6CALIE TWE INTENT OF TW15 PROJECT 15 TO CON57R•JCT TWO 4DD171CNC- 70 AN EX!5TING GOLD -STORAGE W'AREI=OUSE- BOTW ADC!TICNS WILL CONS157 GI^ A FRE-ENG'•'NEER'=✓ 'lAPREF4SRZICATE:;) STEEL BUiLDING ONI SITE-E'JiLT GCNCR TE FOUNDAT!CN5. ADDiTICN s+ WILL GCNS'S7 Cr- 9C' X dl RSO--ONLY STRUCTURE T ADJACENT TO ?WE 5OUTW 51DE Cm TWE EX!5TNG BUILDING. TW= GON57FR'J ;7iON1 AREA IS CURRENTLY PAVED AND TWE EXISTING PAVING L'ILL CNL1' BE RE^",CVE C W"EeE REQJ'RED TO FOR`1 FCCTiNGS FOR TWE NEW ACD!71CN. ACDITICN .2 WILL CONSIST OF A 20' X ''O' LENGTW 4DDITiON TO TWE EX'S -!NG EB'' LDING. TWE BUILDING- ARE -4 15 PAVED, AND TW15 PAVING WILL EE R -iOVED TO CC'N5TRJCT NEW POUNDA (GINS AND 4 N,EW1 FLOOR SLAP F^ TWA BU LDINi/s. TWE AREA f5 TO EE USED FCR 7WE 5? :<Ar ^ F4GTOeY EQUIPMENT. REVIEWED401t CODE COMPLIANCE USING THE FOLLOWING CODES: O 2013 CALIFORNIA RESIDENTIAL CODE C's�T`iE1•'.AL NOTES 3 2013 CALIFORNIA BUILDING CODE 5L 2013 CALIFORNIA ELECRTICAL CODE 1. ENGINEERING DE5'GN L04D5 I fit 2013 CALIFORNIA PLUMBING CODE I 2Uj3,CALlFORNIA MECHANICAL CODE R� C= LINE LOAD: M NII 5 FER CE' �' _.. I A 3L ib 2013'CALIFORNIA ENERGY CODE WIND LOADING BASED CN: 110 I.1F=W/EX=OSUFti� ''(013 CALIFORNIA GREEN BUILDING STANDARDS CODE 5E!SMIC DESIGN: 1 O 2013 CALIFORNIA BUILDING CODE - SITE CATEGC RY: D STRUCTURAL PROVISIONS ONLY R!5K CATEGCRY: If O 2013 CALIFORNIA FIRE CODE 5s = 6;9, 51 27-o O OTHER: SDS ■ 0.534 SD! 0.3348 COMPLETION OF THIS REVIEW DOES NOT AUTHORIZE SDC "D" CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, SFRS: SOMF/SSB= STATE OR LOCAL REGULATIONS. Cs 0.1524/0,16.42 B DATE: Itc. 4NAL`'5E5 BY ECJIVALENT LATE. AL'' INTERWEST CONSULTING GROUP 2. CONSTRUCTION 5W4LL CCNFCRM TC TWEE_ CCDE5 AND LCCAL ORDINANCES INCLUDING TWE FCLLCW!NG: 2C!3 CALIFCRNIA STATE 6U!LDING CODE, TITLE 24, PART 2 203 CALIr-CRNIA 57ATE'ELEGTFICAL CCDE,77LE 24, PART 3 2C13 GALIFCR'NIA 5747E MESWAN!CAL GONE: TITLE 24, PART d 2C!3 CALIFORNIA STATE PLUM51NG CODE, TITLE 211, PART 5 2013 C4LJ=CR 'IA STATE ENERGY CODE, TITLE 24, PART 6 20!3 CALI;=CRNIA STATE FiRE CODE, TITLE 24, FART o 20!3 CALiFOpN;IA STATE GREEN BU!LD!NG CODE STANDARDS, TITLE 24, PAR- II ... STEEL E�,.: LUNG 5W4LL BE DESIGNED BY OTWERS TO CBC AND i ME3'"A G;EGUIREMENTS. MANUFACTURER 5W4LL F'RCVIDE SL7CP DRAWINGS AND C4LCUL47'CN5 AS REQJ!RED E7" LCI --,4!- BUILDING DE=ARTMENT. d. EAG1-1 SUBCON7RACT02 5WALL EXAMINE TWEPLANS GAFE�ULLY WITW REC-cEGT TO 4DJOIN!NG 'WORK_ ANY CONFLICTS 5W4LL BE REPCe7ED TO TWE ENGINEER FR'CR TO TWE BEGINNING OF WORK, 5. TWE SEAL AND SIGNAT'JeE FOR ?WESE PLANS APPLIES ONLY TO TWE DES!GN ON TWE BJ!LDING CC^'PONENT5 AND FEAT'';RE5 SWCJN AND 5=EC!FIC4LLY DETAILED ON TWE5E PLANS AND 15 NOT INTENDED 45 7i_4E SEAL OF TWE ENGINEER OF RECORD FOR TUE ENTIRE PRCJECT, DEFE cfX::= SUBMITTALS PERMIT#�IJ•'�� D BUTTE COUNTY DEVELOPMENT SERVICES TWER WILL BE NO DEFERRED 5Ue 1!T7ALS Foe 7W15 F<cJEGT REVIEWED FOR jCO E COMPLIANCE DATE V PFROJECT LOCATION: FrZOJECT OWNER: 31 SPEEDWAY AVE. S''�ER NATUFiAI. FOODS, INC. C441CO, CA e592a P.O. MOX 3b9 CHICO, CA 95'2'1 IND w, D ��..A1,�111tiC,5 CO t OTE -u CI SITE PLAN C2 PAI I1�� PLAN Al PLOO747" FLAN A2LIY,TiL.^ AB fro"VE-OCTIONa 4 DETAIL 1 G;""1'° CODS C1CK1..iT Ei ELECTRICAL FLAN E2 -4h TiTLE 24, SEE ALSO PLANS MY 6THEF?S: A. PLANS DY MUTLEF? MANUFACTUP NC= GOMrl>ANY FOR JOBS NO 16-013'108 (ADD 01), SHEETS 1-25, AND NO. (ADD "2), SHEETS 1-14. t.: f, iL 7 1 `Ia 6CALIE TWE INTENT OF TW15 PROJECT 15 TO CON57R•JCT TWO 4DD171CNC- 70 AN EX!5TING GOLD -STORAGE W'AREI=OUSE- BOTW ADC!TICNS WILL CONS157 GI^ A FRE-ENG'•'NEER'=✓ 'lAPREF4SRZICATE:;) STEEL BUiLDING ONI SITE-E'JiLT GCNCR TE FOUNDAT!CN5. ADDiTICN s+ WILL GCNS'S7 Cr- 9C' X dl RSO--ONLY STRUCTURE T ADJACENT TO ?WE 5OUTW 51DE Cm TWE EX!5TNG BUILDING. TW= GON57FR'J ;7iON1 AREA IS CURRENTLY PAVED AND TWE EXISTING PAVING L'ILL CNL1' BE RE^",CVE C W"EeE REQJ'RED TO FOR`1 FCCTiNGS FOR TWE NEW ACD!71CN. ACDITICN .2 WILL CONSIST OF A 20' X ''O' LENGTW 4DDITiON TO TWE EX'S -!NG EB'' LDING. TWE BUILDING- ARE -4 15 PAVED, AND TW15 PAVING WILL EE R -iOVED TO CC'N5TRJCT NEW POUNDA (GINS AND 4 N,EW1 FLOOR SLAP F^ TWA BU LDINi/s. TWE AREA f5 TO EE USED FCR 7WE 5? :<Ar ^ F4GTOeY EQUIPMENT. REVIEWED401t CODE COMPLIANCE USING THE FOLLOWING CODES: O 2013 CALIFORNIA RESIDENTIAL CODE C's�T`iE1•'.AL NOTES 3 2013 CALIFORNIA BUILDING CODE 5L 2013 CALIFORNIA ELECRTICAL CODE 1. ENGINEERING DE5'GN L04D5 I fit 2013 CALIFORNIA PLUMBING CODE I 2Uj3,CALlFORNIA MECHANICAL CODE R� C= LINE LOAD: M NII 5 FER CE' �' _.. I A 3L ib 2013'CALIFORNIA ENERGY CODE WIND LOADING BASED CN: 110 I.1F=W/EX=OSUFti� ''(013 CALIFORNIA GREEN BUILDING STANDARDS CODE 5E!SMIC DESIGN: 1 O 2013 CALIFORNIA BUILDING CODE - SITE CATEGC RY: D STRUCTURAL PROVISIONS ONLY R!5K CATEGCRY: If O 2013 CALIFORNIA FIRE CODE 5s = 6;9, 51 27-o O OTHER: SDS ■ 0.534 SD! 0.3348 COMPLETION OF THIS REVIEW DOES NOT AUTHORIZE SDC "D" CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, SFRS: SOMF/SSB= STATE OR LOCAL REGULATIONS. Cs 0.1524/0,16.42 B DATE: Itc. 4NAL`'5E5 BY ECJIVALENT LATE. AL'' INTERWEST CONSULTING GROUP 2. CONSTRUCTION 5W4LL CCNFCRM TC TWEE_ CCDE5 AND LCCAL ORDINANCES INCLUDING TWE FCLLCW!NG: 2C!3 CALIFCRNIA STATE 6U!LDING CODE, TITLE 24, PART 2 203 CALIr-CRNIA 57ATE'ELEGTFICAL CCDE,77LE 24, PART 3 2C13 GALIFCR'NIA 5747E MESWAN!CAL GONE: TITLE 24, PART d 2C!3 CALIFORNIA STATE PLUM51NG CODE, TITLE 211, PART 5 2013 C4LJ=CR 'IA STATE ENERGY CODE, TITLE 24, PART 6 20!3 CALI;=CRNIA STATE FiRE CODE, TITLE 24, FART o 20!3 CALiFOpN;IA STATE GREEN BU!LD!NG CODE STANDARDS, TITLE 24, PAR- II ... STEEL E�,.: LUNG 5W4LL BE DESIGNED BY OTWERS TO CBC AND i ME3'"A G;EGUIREMENTS. MANUFACTURER 5W4LL F'RCVIDE SL7CP DRAWINGS AND C4LCUL47'CN5 AS REQJ!RED E7" LCI --,4!- BUILDING DE=ARTMENT. d. EAG1-1 SUBCON7RACT02 5WALL EXAMINE TWEPLANS GAFE�ULLY WITW REC-cEGT TO 4DJOIN!NG 'WORK_ ANY CONFLICTS 5W4LL BE REPCe7ED TO TWE ENGINEER FR'CR TO TWE BEGINNING OF WORK, 5. TWE SEAL AND SIGNAT'JeE FOR ?WESE PLANS APPLIES ONLY TO TWE DES!GN ON TWE BJ!LDING CC^'PONENT5 AND FEAT'';RE5 SWCJN AND 5=EC!FIC4LLY DETAILED ON TWE5E PLANS AND 15 NOT INTENDED 45 7i_4E SEAL OF TWE ENGINEER OF RECORD FOR TUE ENTIRE PRCJECT, DEFE cfX::= SUBMITTALS PERMIT#�IJ•'�� D BUTTE COUNTY DEVELOPMENT SERVICES TWER WILL BE NO DEFERRED 5Ue 1!T7ALS Foe 7W15 F<cJEGT REVIEWED FOR jCO E COMPLIANCE DATE V PFROJECT LOCATION: FrZOJECT OWNER: 31 SPEEDWAY AVE. S''�ER NATUFiAI. FOODS, INC. C441CO, CA e592a P.O. MOX 3b9 CHICO, CA 95'2'1 IND w, D ��..A1,�111tiC,5 CO t OTE -u CI SITE PLAN C2 PAI I1�� PLAN Al PLOO747" FLAN A2LIY,TiL.^ AB fro"VE-OCTIONa 4 DETAIL 1 G;""1'° CODS C1CK1..iT Ei ELECTRICAL FLAN E2 -4h TiTLE 24, SEE ALSO PLANS MY 6THEF?S: A. PLANS DY MUTLEF? MANUFACTUP NC= GOMrl>ANY FOR JOBS NO 16-013'108 (ADD 01), SHEETS 1-25, AND NO. (ADD "2), SHEETS 1-14. t.: f, iL IL g 1 f.� I � ff 11. I � � J ��a.I � n a I �- 4 //0y.. p i d) X y to .. ►�. t"t ON cA r b 0. H v I in cl Q I w F SCALE: _.�. _.... . N0 , E D roe r�o: !606 9LE: ( \tJg�•5\ i9^. \ac urp \'h J15. QQCf ESS/p �3 io mI 4 p4� ' C 1 SHEET D. FlrZ SF:'RINKLEM FLANS MY FOOTHILL Fii^s r r, r - P^OTi~CTiON, FOG='? "SMUC:KER5 COLD STOP'''='.AOE ADDITIONS" t �� f� CDr e/21/2016 MOPOSE'D ADDITIONS / \ r \ 945' ' ry I ! \ a'=E DETAIL TO RIGHT FOr: THIS A€=A / ii111i11 U �)O / \ ISPEEDWAY AVE. iUILDiNCa3 UNDE`rL GO"1STI I.iCTION 13Y I SE!"Ar"ATE F �*'iIT 1 L f L 4, N: 1 ENJTTE CO. Af'N 040-310-Or3-000 KEY M SITE DF' -A NA, E: "V EXISTING BUILDING TO RE`'AIN OVEF''':ALL SITE DRAINA*= U1ILL NOT 1✓E AiMECTED BY THIS F"MOJECT AS ALL DUILDIWS AF.EAS AIT CU' l NTLY COVEI7ZD E3Y IMr'''=`rZViOU8 CONCiZn-TE Oft AQrHALT PAViNS. EXISTING 5UILD!NG- TO BE REC'IOVE D L ---J F4'0F05ED NEW B'J!LDING - TW;S FROJEC7 EX16TING 5UILID INel I i z 3 TOP OF thALL��--� �� m� _ � o• �t �o! � II � � 1 CI � GO QRE—CvE EXIST!NG RAIL �_- t INSTALL NEW STEEL PIPE HANDRAIL ECTH 5I4"'E5 AS 54CWN ml EX15 T ING / EXIS7 II�'"sU aR0 ON LL14 UL T -C REr'!A!N DIETAIL A ALL WELDS TO BE GRCJND e^ COTH PR -OR TO PAINTING MLE.-VATIC,, `j RX"7 TO REMAIN T= (E) EXISI`Ih'�� DISi'I~":iDUTlGN� '` r-ACILITY t Y } i 3. y. UI='PER.NANDRAIL ALL WELDS TO BE GRCJND 5"'OCTI PRIOR ?O PA!NTIti�. TERcR"INATION AT 12 BUILDING 5;DE W4NDRA!L ONLY EX P;<�FAP�R!GAT D REQUIRED WHER1 1/2"m 5T E; E I AR' ADJO!N!NG BUILDING FIFE HANDRA'L A55E""pLY I C EACH 61DE O= 1 EXISTING I �� GUARD AT ` LOAD! C- COCK & II TO RE'74' N I ! X' I • I , Ltrl d. i i 41 G \ly, 0 \ 44� co4- u` WIDTH 45 5HOWN DIRECTION I YELLOW GLUE -DOWN MATW!TW TRAVEL TR'JNCATED DOMES CC\ - RM!NG O II?-- C5111 INSTALL PER u ZN EX15TIN1S FAV!NG i................ O�............:..... ............. . . --- . Cl TYPICAL M- LE: VAT ICI of 61 1 t= Dm I P -- am del-ol top d<ame'er of G.4 7 - -- -- -- 0.4 5--b * ------.` 11.4 mm -11.9 mrr base d3m, r of 22.9 mm -23 4 mr, l ^ 0.18-0.22 �. 4.6 mm -5.6 mm I (e) (enlarned} i i 2.3-2.4 I - 5F-61 �. -.e A-0 0.,65 2.3-2.4 -min., -" - _ 016.5 58-61 J 0 0 0 ' —o- 0 �00-"— (b) i plan W lll EXISTING � AGCESSIELE FAT TO OTHER BUILDINGS AND PJSLIC R.O.U1 KISTIW-i ME%vC-I?A.GE MANlr-ACTURING W)OCO ST t G-1<OUF' Fl, Si 4 n TY Vf3 - PAFT IAL SFINGLERS PP.OJECT COMPLIANCE WITH CMC: 110-202.4 IT 15 TWE INTENT C= THE PROPOSED WC!ZK THAT BOTi-I TWE PROPOSED NEW CONSTRUCTION AND ALL PCRTICN5 CF TH= EX15TiNS E_-UILD!NGS AND FACILITIES FE0UIF<=_D EY GEC I!8-202 4 BE P^ADE ACCE551BLE. T{- 05E FEATURES TO BE REVISED CR ADDED INCLUDE THE 7I -4E FCLL OWING FEATURES: 1) PR'^'1ARY ENTRANCE I PATH O^ TRAVEL: EXISTING "'IAIN ENTRANCE AND NEW ENTRANCr TO TU= PROPOSED ADDITION5 ARE TO BE FULLY ACCESSIBLE. 2) TOILET FACILITIES: ACCE5515LE TOILET F4(--ILITIE5 FCR EACu SEX ARE TO BE CONSTRJCTED A5 6WOW t ON THESE PLANS, 3) T1IERc` ARE NO DIR'NK!NG FCJNTAINS EIT�-IER EXISTING OR FROP05ED. 50 THER=E ARE NO PUBLIC TELEPHONES EITHER EXISTING OR FROR05ED. PERMIT # 21--LZ"��/t t°� BUTTE COUNTY DEVELOPMENT SERVICES FOR CODE �-� REVIEWED FOR E CO, ^ ,r`, LIANCC CODE COMPLIANCE T DATE BY INlTERV,;'28, T CONSULTING GROUP TITLE: ADDITIONS TO EXOTW COLD -5T07, AGE BUILDING F02 -xr^--.. SCALE: SCALE:_ SHEETREViSIONS• NOTED8IUCKErz3 NATUr14L FOODS, INC. Q S! .- _.. 31 a" EDWAY, CHICO MUTTE CO.), CA '. c9 ��? . ' C/t ;' DATE _ MARK NOTE t'- DATE: t H �X �, ----- - - - --- .. . ow 07 N a (tC)Fii f !r V,f`ii.l. V' ?UllLQgi,s Rc �: ' ,L�'_ ¢ � = -� FILE: c U -,w5 PC e k i TEr ,.s t ( 4U 16 23 tc 1 . ; ,, � .: � ��`.."iiLi.,..��l�b�h4R� �. � C._R\ —[ \ —2\023Nr23 ---- — — JUL ,CIVl1. F�c� c N� ..�C t a� 0 R".errl'' r.el1 Ror.d ,'' c��+ •30 SEVILLE CT. _.... 4 l.r1PQ 040-310-0�3 ! JOB H0: OF CH1CO3 Cts p5 28 C�j � a/2r�o6 ,. E r Phonc: �12 x4 IicO6 PH0flE 16301 3 ,S 7:296 I i r I EXISTNCs f'AR<NG /r I SPACE 11 AGCES9i)r?LE) I COLD STCRAGE ADD a 1, Lt11 SPACES ADD!TICN 02 - 5!AF � Pd4TS �`GRAGE � 1400 5.;71 I EXISTMG PAwZ*GCJG as EPACES� ExIBTIIk4 151CYC1,-E ' (1 ACCE5 51;'LE) P.AC.lC. Z SPACES COLD 5TCRAGE I ADDITION •I - I ) T�44W!NG AREA COLD STO.ACE �BrG�SF.� PARKING REQUIREMENTS Building AREA USE PARKING REQ SQ. FT./SPACE REQUIRED SPACES WAREHOUSE & SHIPPING 160650 Warehouse 2000 80.3 COLDSTORAGE 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 Pr�JVIDM V -HICI..E PAF W3, AGCE^51151_p PA?l SPACES TO B!" VI"r"7117-ch AUTOM0n11-E ACC 55IMLE 8"aAG1'B: 3 / VAN ACCEa° IDLE AUTOM0:51LE 6-A .E& 4 OTI-Lf: PA's:', s &PACE8: _ 203 PROVIDED 151CYCLIE PAfZ'�'<WSt, OUTTE CO. A" 040-310-01-,.3-000J C I wA51'I~UJaTEsti STOr-A i r� / / CONTROL EiLC* aOo EXI8TNG PAF�GRa's .—j s � 112 8R''A:GFB eomm 000 `._ : •., i /// EX1bTNG 1gICCCLE N! -s` 12 sr -'AS r 1 I 213 CACI.5 F"'AGI'.AIN!z WAS" i -I -irz MATT F' IAL5 s S.FEEDWAY AVE. EXIBTNG PA1�s .. X�J 10 SPAC-1u8 'EX18TNCs PA.MW3 la Ar ?51r3L1r) EUILDINC:5 UNDER 30 el',AcEB t`^A�t;FACTUR'NG R3UiLC!NG- .. PLAN.- T'=100''- `SEPAQATE FER:`IiIT TOTAL FIOVIDED PAr'CNG • 210 CPACEB SIGNS t CON,TF:ACTOi TO FIELD Vl' ALL NOTED SIC:NS AND PAVEMENT MAR.`,INcaS. PROVIDE NEW SIGNS AND MA ZINGS W4EF2x MI551NC*, Fes` -FAIT : Or, rZ- LACE EX15 T INCa 11145-N DAMAC-ED, FADED OR OTHEf'.,,.UI5E NON-C.Ot•O'"!IN!s. \4CCE55!5LE PAF:<ING 5PACE IDENT!FICATiCN' SIGN C PER CBG 115-502.6 MOUNTED AT 8C" ABOVE FG SEE C \ACCE5515LE PARKING SPACE IDENTIFICATION 5!C -N FER CBC. 2 115-502.6 MOUNTED AT ?C" ABOVE FG W'TH 'VAN 4CCE551ELE" MOUNTED IM'"!ED!ATELY 5ELCW TN'E WPEELC1-44IR 5YM`30L. 5EE \ S!GN CCNFO=Z"IING WIT}4 CBC 115502.8 BTAT!Nrs "UNAUTqOR!ZED V=_4CLE5 ... MAY BE TOWED AT OWNER'S EXFEN5E.... " BEE C2 3/o"X36" WuITE INTERNATIONAL 5YM, OL CF ACCE55!51LITY ON SCiiARE BLUE BAGKG-ROUND. GBC 115-502.6.4, \5 PAV=_! !'_NT BUR7-ACE MARKING - BLUE BORDER W!TW BLUE CG Wu1TE W4TCN AT 36" O.C. CBC I'8-503.3 3 \PAVEMENT SURFACE MAR<!NG - FAINT 'NO PARKNNG' IN 12" N!CsF-1 0! !TE LETTERS. GBC i15-503.3 22" M;N L lo UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES \V11- BE TOW! -:D AWAY AT OYINER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT OR BY TELEPHONING BLANK SFAC_S TO BE FILLED IN "w�Ti-t A°'FROF��•!ATE !N=C�AT!C�l 45 fl%NE NT PART CF S'G-N. D TAILA, iA �9 0 12" PARKING ONLY E— VAN r\ ACCESSIBLE MINIMUM FINE $250 M I AIL TOTAL= • 210 &*ACES 14 DACES EXI5TINCs PUILDING � b EX15T NSz FAVING- UiiTl-+ 2% ?"1AXir^,U'1 SLUE GI P.c.c. PARKING ...� I 12" i BUMPE^r5. T'rP!CAL CI i-- -- WHERE SWOWN (E) , - �— —� CXly I IN CUILDII�� ` -� SIDEWALK !E).... ...,.. ...d.,,. I E— 5.DEWAL!< (E) Q, 1 a— — N— �� LINE C= PROPOSED / I LLJ BU!LOING Iu E PARKING Q I/ ,j ,' i O LETTERSf I !`!O ,�C±±rr►t I 4 1 �� -�� I I ,FEC ONLY ! ra �r,r'. i-.,� ! r�� •,.; i I 4 i \ _3" U MITE LETTERS._ _J R=LEGTCR' _ � I �/ I�, 6 6 � ;--•-- I r /' rf/ `^} F Mn rr SL �'E EX 5r;Ne_z AV�N_s L.,TN 29, . X., ,^1 C SIGNS W!TI-+ � 1 T. � � � if o � ' �t W�»ITE MARK!NG _ MINIMUM \ RE�LEC T CR!Zc`D /V,! -- — ON BLUE ��I (---- S'GNS r WIr {`h 1 .r*s. G \\� - EXi5T NG PAV!N� " FINE Z5O W A < tiG i FOR CODE C0,1,1PLir' NCC AB SuOlh'N, CN 6LvE <�' 8.0' I 9 0' 8.0' ? O' 5 O 9.C' S.0 a C ! -{---�?`=—,V -=-- Y A5 -a.JNI �i L iJ I AI1� ,,,, I?�dTtr :k'' QST c4lAlL - _. -. _ .W_ IN S _ . _ _.. - PERMIT ---- CONSULTING GROUP .I; ►^ C2 C;2 BUTTE COUNTY DEVELOPMENT SERVICES DETAIL REVIEWED FOR COD COMPLIANCE _._ ._.-. _..... n ( I"■10' DATE I V t C.P BY�_ TITLE:ADDITIONS TO EXISTING COLD-STO,ACE l3UILDlNCz 1"�R scALE: REVISIONS• SHEET �'"U I''.Elw NATU�'�.L FOODS INC Es_ ._._ ' DATE MARK E B1 S�'EDWAY, CHICO MUTM: COd,. CA i NOT_ ` E r,PER srd h �4i`� Qi Fa O P: rN m I - .. .. w __ b , E�'0 TF: l��fl"�LLE�Y CI�tLD1.1G SYSTGr" � �:RAr, D�-��.,._L �f�'GEN!ZMRENG � 'a/ao/ya � — ,�ELE: cuse\ce�toa\�� v ' ra r — - -- — ----- — -- --- -- EVIL E S\16023 SV CKERS ___ �� , o FSR` �3 0 E V ! L l E C T..._ 50^.e,.8 R'" rrFI fi*.'.!' Rood of c�.4� 16-2\023-c2eWq.. . . !"crl�o CA JOB NO• OF O C HIC 0, C t", 9 8 Q Phone: (209) OCG -484e,!602 f'HOPyIr I530I 3E;�-729C INSTALL NEI' 3071C DOCK IN EXISTING WALL NATU72AL VENTILATION OF PARTS STORAGE SPACE ENCLOSED SPADES ARE FKCV{DED wl!TN NATURAL VENTILATION 4 5 R.GJ!RED BY GAG SECTICN 120:4.1. ENCLOSED A@EA EA, UNIT s A,200 SF. RECUIFED CPENAELE ASA • 0.C4 X 4200 5F. = iCoB S= PROVIDED CPENABLE AREA: I fl 14 X 12 162._ SC (RU. DOOR) TO + AL s 201 SF. PFOV'DED KEY: ILLU'`'!NATED EXIT SIGN PER CB+ I011.5 ( EE ELECTR!CAL FLAN) ® WALLI"OUNT 24:105C FIRE EXTINGU!SuEP. WITI4 LCCATC7 51GN ON WALL ABOVE. `1RE EXTINGUISL4ER LJANDLE TO BE AT 4f{" AFF. VER!; Y LOCAT!CN W'T�4 FIRE GE PART^''cNT PR'02 TO lNe-1 4LLATiON. OF PO C;F'ANT5 IN EACimI S --ACE EASED ON GEC 74BLE�,'CC4.1.2 144rcNED AREA Ir1D1cArE5 Ex'ST1NG euILD1NG To REI -WN. JU \ 51TLER STEEL ROD t« BUTLER STEEL. CCLW'-1N5 X-ERAC!NG M WALL } t� ON CONCRETE PEDESTAL. O O TYPICAL fofo VI u_ oI _ ul BUTLER STEEL COLU'"1N5 ON CONCRETE PEDESTAL. — LINE OF ROC? ABO'vE T� L , , 1 1.1 12'_6 0 0 o 0 i I . 13 R EVI'EV!F—L7 FOR CODE COr PLIANCE OCT G 4 Lt1!? IkwTERUJEST CONSULTIP�G GROUP PERMIT # 01(p. 1-72-7 _ BUTTE COUNTY DEVELOPMENT SERVI SES REVIEWED FOR CODE COMPLIANCE NOTES= BY I. NO HAZAr7VOUS, MATERIALS IN�CUATITIES EXCEEDING THOSE LISTED SY CDC TA!BLF, 301.1(1)'8HALL BE STOfSD IN THIS BUILDING. -_-- --�� 2. ALL CONSTRUCTION, 130TH EXISTING AND MOPOSED 15 TO ESE CLASSIFIED A5 VB CONSTF-UCTION, EQUiPPIT-2.0 THROUGHOUT WITH AN AUTOMATIC FIFA' EXTIISUM4 4(NG SYSTEM. 3. ANY STORAGE 04= COMBUSTIBLE GOODS IN PILES, RACKS OR OTHEM16E SHALL R�OJI, E- A SEPARATE PER+" 11T. 4. NO SPACE CONDITIONING EQUIPM-"NT 15 TO BE INSTALLED A5 A PART OF THIS PROJECT. ILE: SMUCKEuS 76-2\023--N'OrK3 dwn Q�pFESS�pN 3 �a y ' 9/ZI/2C!6 SHEET OF i 1 I I � 1 I I v l I I I I w I 2 } Q I Z ILI d l N �I O_ I W Q' cii ;0 n W m yUJ cm :f 7 J rz c) 1' p ® ad1tLotf) + JC),' N co _. C �. { W Q c7 .J '. • w N N O — �..,._ Llj *S w = w ate= Q ~ ' ....,...........r w .- 4 a t .i (R- C Q U N O el QQ K L1 m x sea G U. a V � 7. co Ul 0VV ( `.� O L O H a C) Oa�flL Kl o N c � V O° n. c •• ["4 m CL c to O w CL SCALE: 3/32" 1'-O" JOB NO: !6C24 ILE: SMUCKEuS 76-2\023--N'OrK3 dwn Q�pFESS�pN 3 �a y ' 9/ZI/2C!6 SHEET OF 1A t. 2Dm cn 7_ A L ITl — 0 r_ -11 oa=A --j ill L �! ODS O n in @OV O �� A A t O `n tl rn r- -+ fy-�r rD� O<c= In XIE 0`rl rZ rn rnVr U r rn A --------- --- 0 (D s✓ D m Z L In nr^-tD -11 oa=A rn n � L O D cn On @ Acn A< OO A L+ in XIE 0`rl rZ rr-F O<O -+ err D rnVr ill -TT c- 4 rm A mn-nm�.z Z®z "�° to E -- F C) r.- U r p cp TJ Q LO 0 m Z O ci O 0 o % C70j Il o �o� � o �mm n I�- >Om n; `" 1 o a) M �„ , O i1 0 ➢. ADDITICN3 TO EXISTM COLD-3TC�ACE �MILDINCs F0;4 - REVISIONS: m : - z Fn SMt1ClCE NATURAL FOCDS, INC. 3'1.3F'EEDWAY, CN CO -),CA DA -- — - - - • ICO CBt1TT�� ATE MARK NOTE ELEVATIONS Fy, ,, to -n , .( c w__... _ .. _, ,_... , . ...- ..,. _ .._ .•. .... .. . ,..._ _ - _. ,. _ _ .._.. . _ - _ _. .. , ........_. 1�� =0 - -- VALLEY ALLE:Y BUILDUNIG SYSTE!.IS — �—_— - O - ,� a n1. • - ..3 .... 17,777,. , -Jo- ..... 7, .... :... _..s «._._ _.:l•... ... .e....t„ _ .. _ - .� .�.�'... .- _- _____ - }.-.-__-_.._--'-_-__.._- 4958 Pondarosa �Yay P O E3ox 124 *9 THREE SEVENS LAN -E - SUITE 5 PAIdpInas, CA 95345 Phone (209)966-4844 Fax. (209) 356-4744 CHICO, CA 95973 PHONE 15301 345-7296 3" VINYL BACKED BUTLER f -1R24 STANDING SEAM F!BERGLA55 INSULAT!CN ROOFING W/ AL-ZN FIN154 I/211 !N 12" I '7' EYISTNIG ? \ v GUTTER TO RE`'IAIN ( 5U'rLERIB 11 57EEL { PANE:. SUSPENSION ROCr-ING W/ AL-ZN FINIS \ I 5Y5TE^1 PER PANEL � MANUFACTURER I IN !2 i '4'' INSJ'ATED PANEL CEILING INSULATED WALL CEILING PANEL SYSTEM DE5!6NED BY CTuER5_ i I - I z-PURLiNs 6 s'. 1 ��\IN5'JLATED PANEL O.G. BY BUTLER ! ( BCX AROUND BUTLER FRAME ExPC5ED 5TEEL FA!'^E BY BUTLER ( �3" VINYL BACKED j I F!?.ERGLA55 !NSULATICN ( ( (� BUTLER FRA! -TES I �NCASED IN WALL z ( PANELS ( i ( . CONCRETE PEDESTAL ( 9" CONCRETE SLAB AT ERCP FRAME 51 W!TP 04 a 12" O.G. E.W. EX!5 T ING CONCRETE PAVING TO REl"IAIN ( 6" RIGID INSULATION 7/ T U, L_ 1 �. 1 II 11 !f _ - � ! ---- I_ I — I i — � —� I=' w I _i� =I 1=- i -`i •i=-! i j—I ! _� � —i I- _I i --� f—_+ I �i !-..� � +-_ ' !�I j �-+= j ;I !•;� I—i i I I -i iii I —I (t—f 11—I ! I -.--I i i�I I I� I i;—! !�I I I—_I !—I !_ !`f i I --i I I�1 i !_._. ;_=i I ,.__! I I I, .; I , 1 ! N I I — � I_I�L_ i L�!1_._1 �_!�-,-1 i; -11—I i !__� I I I► i-- I Iii I i—, ! I-1 I I----1 I I--III-1 !, -i !__, ,1 � I j—iII-�_I ,—iii -I I S I �—=a_ -�—_i �`�=► ! 1-i 11 11 i i iii— � I I I + I -! ij i- i i !— I ( —;il- - PROPOSED ADDITION EXISTING CONSTi�,ICTION 411 CONCRETE 545E SLAB SUBGRADc I WITH PEAT TUBES. REINFORCE PREPARED PER WITW 6/6/14/10 li'lL'"1 SGILS REPORT ��GTIG�� N711-04 .- - STANDARD R1_ -TO -WALL A55E„15LY W/ FLEXIBLE RUBBER MAT FL454NG 5Y" BUTLER. SEES ^. l .. ROCF!NC, SCREWS ) PER PLANS BUTLER L1 ii i 5'JTLERIB 11 (� 5 -EEL ROOFING fu W/ AL-ZN 7RA',5!7'ICN By BUTLER BJTLER MR -24 BJ : LER '" R,-24 ` a^A�n; Nr ti1.; V'_L BAGGED „ ';�� 5T4ND1^G SEA*' STEL J F'BERGLASS BUT! ER S'ANDARD 57EEOING L RCc( !NS'JLA !CN (E) GABLE rR'M\ ROQ-NG (E) i j&/ A A tv ------- A A — — — — — — — — — — — — — — — — — — — — — -- - — — — -- -- — — — — -- — — _.— - -- — -- -- \ ENDWALL ROOF I \ENDWALL ROOF B=AM BY BUTLER Z-PJRLINS £ 5'= ! BEAM 5Y BJTLER I - i TO Rc •q!1( O.G. BY SUTLER <Ei o Q I ! \ m i GIR75 BY 5U T LER I \ EX15TING I NIpLC-GC EXI5TING 5!D!NG. TO I / G`R`5 ro BE BE RE"iOVED i REMOVED w_I N i i I I ! E ENDWALL COLUMNS EXI5T"NG ENDWALL _ BY BUTLER J COLUMNS TO I � I I RE^"AIN , r 0 1 Q" GCNGRC ! C i CONCRETE SLAB I SLA5 W'TW •4 e 12" WITW •4 e 12" OG. E.W.,.✓ i C.0 E.W (E% i 1 _ ...... - - __._1 I - i—I j —f , i --i' I--' 1—iii•--i i I-�1 i i -� !(—; (!-- I i'_�; a _._iii- i� - __ 2" CL EAN SUBGRADE SAND BAS= PREPARED PER/ 501L5 RE=CR1 7 IC MiL V!SOvCE,I i . FPZOPOSED ADDITION i EXISTING CONSTRUCTION i 77 \- FjTL_ER!o STEEL 5`DING (E) 5TEEL EAVE STRUT. FCR NEW BUILDING f2" BY BUTLER 0r47CT10N G 1/4"m V-ON . 22 - •i2 SCREWS €4" O.G. CUT A1.;AY SLANG :5 BEND WEE' 45 5111-' Z-G'RT Bl' BUTLER (E)\ - - I i I -4 6CG5 5C 3 JA` B STUDS EACH C -SE IT (E) E'J T LER!B STEEL 51D!NG NO T SPOWN FOR CLARITY i 5TEEL DOCK FRAME TO BE INSTALLED PER i i MANU-ACTURE R'S i REOU!REMEN75 PO' E iN EX'5TING SIDING AS REOUIRED. TRIM L;M4 BUTLER STANDARD COMPON=NTS I / \ TCP CF CONCRETE (E) m I `t 2 - 3/6"t X _ O T! EN PD O O CUT AWAY FLANGES AND CONCR=TE� 4NCPORS/5E ND WES AS 51 !Oi:"v y 1� C T IC's 6D frl9ess� S.11lLSIT"Ia��9RREIeREs!!°��:ss� 1:)!t"1ENS ON5 5WOWN ARE EXISTING CCN57R'JCTICN DETAIL E 1 1" M'N Ie i 7_I U 7 QI _ (V r `I F N PANEL CLOSURr (RRP(lI PART "A' GI 0 �. UR{ AND i 1 i i r Bi `.'v LFG BACK ° AS SHOWN y 'ya ,ii RriNFORCN6 STRAP (6ADA7 Oil (2) FP QM �i) 4� PICC£ / PANE1 CLO'L'PE_ PART 'Lr STEP 1 PANEL CLOSURE AND STPAP MQ.CIFiCAT1CN NDCBIE SEAL R?*TP 049TALLINC ((56011�9f1 CON'WVOUS FLA. NINr PPE-FVNOH AJGN VIITH EDGES tAsTCNCR H'y W.?<a 0' a4 xE. CPTT PN T1WU F'.E7CalE 3 AL -PANEL ao9mE DUTLERX! N ROOF STEP S FLl7n R'.F SEAL PNT ADNESVE FLExal N"n: SEAT. FOLLOW O'PECTiONS ON CAN AW) USE BR'1S'A AND APOL.Y ArI.FWF ON 1' LAP AREA. APPLY 10 80Th SJRJA.CIS, THEN CONTACT CADI ROLL MA"NC S_ !. TO ALIGN SrRA)CHT, S[MPV LAPPED Jowl MTH W104T UNTIL CORY. F EX19 F VAL SPLICE !1 IF P.ECR,'IRED - 0 ACCESSIBLE W EOUIFZMENTS TO IBE FIELD VERIFIED. CONTRACTRO SHALL VERIFY ALL ITEMS AS NOTED. REPAIR 02 REPLACE ALL NON CONFOfzMING ITEMS A. ALL LUC.'5 TO HAVE ELONGATED 5Cw'L5 AND BE EQUIPPED LUITP OPEN F<ONT SEATS. U:C SEAT TO BE BETWEEN 11" t IQ" ABOVE FIN15P FLOOR. B. URINAL TO BE MOUNTED WITP LIP AT NOT MORE TWAN 11"AFG. LIP - ,I a iPTO PROJECT A MINIT'IJ!l OF 13 1/2" FROM WALL. C. PROVIDE 515N5 AT DCOR5 OR ENTRANCE TO REST RCO'`"5 45 REG'J'RED BY CBG SECTION II5-216.8. SIGN5 5PALL GON,:OR-I WITP 5ECTION 115-1G3. UN15EX RR " SIGN 5WALL BE A 12 D!AMET^,R WPITE CIRCLE, 1/4" TPICK WITP 1/4" THICK WP!TE , F2!ANGLE SUFPER!MPCSED. SIGN BAGKGRO'JND COLOR TO CCNTRA57 DISTINCTIVELY W!TP DOOR D. REST ROC' -15 SWALL PAVE TWE INTERNATICNAL 5YT',50L C= ACCE55151L!TY INSTALLED ON TPE WALL ADJACENT TO TWE LATGW 51DE OF TWE DCCR. 5YM51CL SPALL BE 6" IN PEIGWT AND MOUNTED 60" 45OVE FLCOR W!TP VERBAL DESGRiPT!CN OF ROC -1 U5A(-'-E E. BRAILLE SIGN INDICATING BOO"? USE, F. IN5TALL LAVATORY IN5UL4T!CN/CONT4CT PROTECTION GCNFOR !ING TO CBG IIP -606.5. cr-c;,r� or oN fl i !I I' FLIXIM.r W.AL 560719 T EN -WALL AFi I ♦z -G FrNcr.s � FIELD cur ••• - a -- I _ —FLA SHINQ =—.� -- _ —1'-1' FRAME .. ( �� . N- J. Z I! I S'EPPM ROC✓- OR ROOF TO WALL sm.-E` NCOF "/SVPPtpr ANCLE ROOT• TO `ANL w/SUPPCPT ANCA W/FLASHING SUPPORT PRAAIIf cNewALL � FL FXIB! F SEAL I PY�jj i I r Au, � � R+Tr+ BACK A- SEF LAP WAIL ?APE PANLASAC I/R x 1- (01^693) rxXX Or ANLf CoNnNUOUS KDNC •JJPPCNr { APPLY I1% X 1- TAPE A10LE CENTERD 0`Fr? HOLES SUPPORT PAN' sAVIC (C27893) ANDLE c[rr�s� CDNT1N,J^,Js c`,T? FIELD CUT ANr, a OTs P FOPM AS Sr^NN - N( "FORa", "-AP-7 h r CQTT_N VAShER LOC" -Il VTTS �� •T. .` ` R' AqN, APPLY rJP[ UPr-PANLASTIC CABLE TR•.A1 RETAINER ZEI0 WL 9"'", DIA. Hft FS ' 1 6 X 1' <(0;7RQ7 C6.'fGI: R) 1 FC;- (21 8.;N0 RivE TS ' TwEEN CYG511 W^NUOu" I (SFT N -TT) AND �y - Y-0' COVERACE FLEXN„ E SEN- (x0714) MD CUT E7CEs5 MF0FIE7 PANEL CAL MAI"'AL TO CLCa)P_ PARI 'A' CABLE TRIM ALMA NTN (DTE of WA'.E TPM STEP 2 STEP 3 STEL 4 n FFIP. CUT RETAINER CN+ (es0709) AND ExcEss AUCN SEA[ NTN BACK ;RECTIQN SEQU E SEK NATEPIAL (MAX. APE FFO.ECTICN 4') ET?G[ OF ANCE IP I FIEF V r^'FY PA"n CCIn.J"_ AN') 1c !, W,NFO'24C MAP'; t FLEXIBLE SEAL �gp� INSTALL MyJ1nE� PANfl ao" AND M'PLY PAN' A—c- PANEL CLOSL-E j_TCF S LDCA!C AND ATTACH R KILTC _C 'STAL WTN RfjAjNING STRIPS (65C?Q9) ALONG EN11R, VI#VM OF TRANSFIQ-4 IW:N FLEVF! E SEH. S=vCE is APPLY PANLAS7Ic MID SIAM FLCX91� SEALS MMTNFJT �• S I RrARIINC Al E_•AONALL AF'PLY TA'E-PANLASTIC TO FJA,NNC 9} )RT ANGLE. POLL FLE%Ib,_E ROx SEAL OVER M0 TEMPI7 .APILY ATTACH TO FLASNEIG S-PPCOT ANGLE R STOKING SEAL 10 PANLASTIG WA.L FSO NG Rr'.F] RETAINER STEP � ° ER LIP TO ER.M SEAL AS PCQl11R °D AT CN CN AIL. H1 % A FFl£ LFSE l I � NMATCH S TIPPL �N HOLES M FIEN'ff!. SA fi , M KR^CA! SIREN NOTE' S FLA91NG AT'TAJAMCNT LCCA?:DMS. INSIDE CORNER INSTALLATION — SEE DPAwNG P -C,41764 FOP BI.NFC RIAJ COLOR MFCPII.AT)CN. ° FOR CONTINUATION OF ERECTION SEOVENCE PPOQEED TO APPRQPRAIC FL%SH ,C "NSTA,LATIL'N DRAMNG tQM E.PFC11ON SEQUENCE SHOWN M TG"_6 IS ONLY RL0(04FD AT M"DC OOPNCR CUvC"r;;ONS. DN4+FGARD IF NOT 4I'PLICAM TO Bt)1DING 6" MIN � 8" MIN NO 8C LE- V10DrETAI1R.. .. 1;4771I-OII, _ .. ^ PANEL CLOSURr (RRP(lI PART "A' GI 0 �. UR{ AND i 1 i i r Bi `.'v LFG BACK ° AS SHOWN y 'ya ,ii RriNFORCN6 STRAP (6ADA7 Oil (2) FP QM �i) 4� PICC£ / PANE1 CLO'L'PE_ PART 'Lr STEP 1 PANEL CLOSURE AND STPAP MQ.CIFiCAT1CN NDCBIE SEAL R?*TP 049TALLINC ((56011�9f1 CON'WVOUS FLA. NINr PPE-FVNOH AJGN VIITH EDGES tAsTCNCR H'y W.?<a 0' a4 xE. CPTT PN T1WU F'.E7CalE 3 AL -PANEL ao9mE DUTLERX! N ROOF STEP S FLl7n R'.F SEAL PNT ADNESVE FLExal N"n: SEAT. FOLLOW O'PECTiONS ON CAN AW) USE BR'1S'A AND APOL.Y ArI.FWF ON 1' LAP AREA. APPLY 10 80Th SJRJA.CIS, THEN CONTACT CADI ROLL MA"NC S_ !. TO ALIGN SrRA)CHT, S[MPV LAPPED Jowl MTH W104T UNTIL CORY. F EX19 F VAL SPLICE !1 IF P.ECR,'IRED - 0 ACCESSIBLE W EOUIFZMENTS TO IBE FIELD VERIFIED. CONTRACTRO SHALL VERIFY ALL ITEMS AS NOTED. REPAIR 02 REPLACE ALL NON CONFOfzMING ITEMS A. ALL LUC.'5 TO HAVE ELONGATED 5Cw'L5 AND BE EQUIPPED LUITP OPEN F<ONT SEATS. U:C SEAT TO BE BETWEEN 11" t IQ" ABOVE FIN15P FLOOR. B. URINAL TO BE MOUNTED WITP LIP AT NOT MORE TWAN 11"AFG. LIP - ,I a iPTO PROJECT A MINIT'IJ!l OF 13 1/2" FROM WALL. C. PROVIDE 515N5 AT DCOR5 OR ENTRANCE TO REST RCO'`"5 45 REG'J'RED BY CBG SECTION II5-216.8. SIGN5 5PALL GON,:OR-I WITP 5ECTION 115-1G3. UN15EX RR " SIGN 5WALL BE A 12 D!AMET^,R WPITE CIRCLE, 1/4" TPICK WITP 1/4" THICK WP!TE , F2!ANGLE SUFPER!MPCSED. SIGN BAGKGRO'JND COLOR TO CCNTRA57 DISTINCTIVELY W!TP DOOR D. REST ROC' -15 SWALL PAVE TWE INTERNATICNAL 5YT',50L C= ACCE55151L!TY INSTALLED ON TPE WALL ADJACENT TO TWE LATGW 51DE OF TWE DCCR. 5YM51CL SPALL BE 6" IN PEIGWT AND MOUNTED 60" 45OVE FLCOR W!TP VERBAL DESGRiPT!CN OF ROC -1 U5A(-'-E E. BRAILLE SIGN INDICATING BOO"? USE, F. IN5TALL LAVATORY IN5UL4T!CN/CONT4CT PROTECTION GCNFOR !ING TO CBG IIP -606.5. cr-c;,r� or oN fl i !I I' FLIXIM.r W.AL 560719 T EN -WALL AFi I ♦z -G FrNcr.s � FIELD cur ••• - a -- I _ —FLA SHINQ =—.� -- _ —1'-1' FRAME .. ( �� . N- J. Z I! I S'EPPM ROC✓- OR ROOF TO WALL sm.-E` NCOF "/SVPPtpr ANCLE ROOT• TO `ANL w/SUPPCPT ANCA W/FLASHING SUPPORT PRAAIIf cNewALL � FL FXIB! F SEAL I PY�jj i I r Au, � � R+Tr+ BACK A- SEF LAP WAIL ?APE PANLASAC I/R x 1- (01^693) rxXX Or ANLf CoNnNUOUS KDNC •JJPPCNr { APPLY I1% X 1- TAPE A10LE CENTERD 0`Fr? HOLES SUPPORT PAN' sAVIC (C27893) ANDLE c[rr�s� CDNT1N,J^,Js c`,T? FIELD CUT ANr, a OTs P FOPM AS Sr^NN - N( "FORa", "-AP-7 h r CQTT_N VAShER LOC" -Il VTTS �� •T. .` ` R' AqN, APPLY rJP[ UPr-PANLASTIC CABLE TR•.A1 RETAINER ZEI0 WL 9"'", DIA. Hft FS ' 1 6 X 1' <(0;7RQ7 C6.'fGI: R) 1 FC;- (21 8.;N0 RivE TS ' TwEEN CYG511 W^NUOu" I (SFT N -TT) AND �y - Y-0' COVERACE FLEXN„ E SEN- (x0714) MD CUT E7CEs5 MF0FIE7 PANEL CAL MAI"'AL TO CLCa)P_ PARI 'A' CABLE TRIM ALMA NTN (DTE of WA'.E TPM STEP 2 STEP 3 STEL 4 n FFIP. CUT RETAINER CN+ (es0709) AND ExcEss AUCN SEA[ NTN BACK ;RECTIQN SEQU E SEK NATEPIAL (MAX. APE FFO.ECTICN 4') ET?G[ OF ANCE IP I FIEF V r^'FY PA"n CCIn.J"_ AN') 1c !, W,NFO'24C MAP'; t FLEXIBLE SEAL �gp� INSTALL MyJ1nE� PANfl ao" AND M'PLY PAN' A—c- PANEL CLOSL-E j_TCF S LDCA!C AND ATTACH R KILTC _C 'STAL WTN RfjAjNING STRIPS (65C?Q9) ALONG EN11R, VI#VM OF TRANSFIQ-4 IW:N FLEVF! E SEH. S=vCE is APPLY PANLAS7Ic MID SIAM FLCX91� SEALS MMTNFJT �• S I RrARIINC Al E_•AONALL AF'PLY TA'E-PANLASTIC TO FJA,NNC 9} )RT ANGLE. POLL FLE%Ib,_E ROx SEAL OVER M0 TEMPI7 .APILY ATTACH TO FLASNEIG S-PPCOT ANGLE R STOKING SEAL 10 PANLASTIG WA.L FSO NG Rr'.F] RETAINER STEP � ° ER LIP TO ER.M SEAL AS PCQl11R °D AT CN CN AIL. H1 % A FFl£ LFSE l I � NMATCH S TIPPL �N HOLES M FIEN'ff!. SA fi , M KR^CA! SIREN NOTE' S FLA91NG AT'TAJAMCNT LCCA?:DMS. INSIDE CORNER INSTALLATION — SEE DPAwNG P -C,41764 FOP BI.NFC RIAJ COLOR MFCPII.AT)CN. ° FOR CONTINUATION OF ERECTION SEOVENCE PPOQEED TO APPRQPRAIC FL%SH ,C "NSTA,LATIL'N DRAMNG tQM E.PFC11ON SEQUENCE SHOWN M TG"_6 IS ONLY RL0(04FD AT M"DC OOPNCR CUvC"r;;ONS. DN4+FGARD IF NOT 4I'PLICAM TO Bt)1DING OF "� IaE1"AIL NO 8C LE- t FOR CODE CO;�''i��.IF��a►+CL PERMIT# OCT G L0 Is BUTTE COUNTY DEVELOPMEN ? i II REVIEWED FOR iso i Ei WEST CODE COMPLIANCE. CONSULT ISG GROUP f1ArF- '-' • � ' l 1v/ - OF "� I , i I I I i II I Q_i I oil l u z ILII C) Z ' %l) i o f S W ui '.� m } cn cm (� .M W^P Z C) UJ c3 LIJ J UJ .� 0 J .......�.L ... y . VLu W '"• UJ = O I I O ~ Z� 1 Q U .-N "- PA N o *- n 1 di g fu � t� .. K � m X O ti ., may• 1 a lUt� { j PA � M � �Ln (D V Q O 0 Q! 0. C �►tR {l%R to -0 p a - r F v a SCALE. _ NOTED JOB NO: 1666 c F F. ar LE: C l,.ers CUA sk,C'? h De CZ3 c c c AI K R _ ES QsOF SI y, ' � ' a 034 r CiV)'< OF C 9/2i/ZCi6 SHEET �n OF "� TYPICAL p N� ALL CORNIE g1 9 . I Z ul/i _j wLq (j) Ui a 51 I i- i /Alov- fy ,. / fy � OI o , e � J 4 A O O , D D I T I ON C2: PANTS 610 R - E SEE 4NC1•+O1RROD a BOLT KEY "ERECN FOUNDATION DESIGN 15 EAS'_D ON IW-°OfZ'fATI0N P'',OVIOCD EY EUTLEFR MANU?"ACTURING COMITImANY FOR JO0 16-01312c3 EXISTING �FAv!NG. O RE!"OVE FOR GONSTR'JCTICN 1 'I REPLACE IN KIND ANBOLTS CR �' _ RCDS AS NOTED FOUNDATION PLAN. ►�! x a 8" CONCRETE SLAB F1A,R N QI `ti CCN T WWERE S4IOU^t WITH 04 e l8" O.G. E.W. "J L_ I } -A' t SAND LEvELiNG CCUR5E F l I--II\GRAVEL FILL PER 501L5 REPORT °nl U I I-j•� { I I— ! SUSGRADE PREPARED - -- ; - ; ! PER SOILS REPcR II1 - 2 - 04 GONTINUOUS TOP a BOTTO"^ a i- ►-- •4 > m24" O.C. UND!STJRBED EAR -'4 4" X B OR ENGINEERED FILL SECTION AA 12" ImMTCTI01 n__. � O 5 X 12" DOWEL m !8" O.G. DRIVEN INTO 5/¢"41 HOLE IN EX'5 T INC CONCRETE. NO NEAT 54WCUt 6" AD-JESIvE OR SPECIAL 8" CONCRETE SLAB INSPECTION REQUIRED WITH »4 s 18" O.G. E.W. 2 - '4 GCNT. EX15T;NG SLAB I � TC RE!"!AIN ' VI„ .. ♦• .ply?�S>-^5 t�•Nir"t-t.?'tiy 3"t SAND�,, = I III =- � i-= Q,� LEvEL!NG COUR5'c �.Y Y�.^� {r."� • • - 10 !'flL v!SQUFEN Rj I ! _- I n, I ( I I - � GAVF�i PEL LL -I j— SOILS REPORT — • 2 - 04 coNT. 5UBGRADE 12" PREPARED PER SC'LS REPORT UNDISTURBED EARTF4 �dtECTIO, OR ENGINEERED FILL NT8. 5!D!NG 10 -h—C--�' /EXISTING B'J!LDING-i o r O U LS O DTAIL. 114'•1'-O" .. V4' ■ 1'-O' ��-- ANG�tCR RODS 45 NOT E:-) ON O 'r FCI:NDATiCN PLAN -O ,5 I/F, O »g TOTAL CF 4. PLACE ONE l 1'- 5 I/8^ / ADJAGEN T TO Et-C;W / — — all ANC�CR ROD Ci-441",FER AS, EXISTING3 AV!NG TO RE AIN / / /Nor - x , , 7 I UNDI5TJR5�D I 6 - •= X 54" EACH WA`' EARN TC`= a E30TTG1"' 6 Ea 6 CT IVH H 8„ 'S ly TOTAL OP 4. LENGTI-+ A5 > TO EXTEND FRCI"I 3" 45CVE BOT 710r-11 Cm FOOTING. TO 2° END ✓400K 8 BELO` TOP CF AT FOOTING\ PEDEST A L BELOW y� ` !F ,•4 71 E5 m 6" O.G. ` O O I n DBL m TpP F 21" n i o O \� \ANCHOR RODS AS NOTED ON FOUNDATION PLAN / \ 314" GI••IAP'F-Es? AT ALL EXPC5ED EDGE5 2" CLEAR T''F'ICAL NTS, _ ANCHOR ROD5/50LT5 AS NOTED ON FOUNDATION PLAN! all » 05 (Y TOTAL OP 4. LENGTH 45 1 Z5 m 6" C.G. TO EXG^" 3 TENT �FR" AQOVE of GO,_15LE AT TCP < BOTTC!" CF FOOTING. TO 2" pc 4 8 BE c LOW TO= O� . PED_STAL _ I I REPLACE PAVING TO 1"'ATCN _ - -EXISTING. CONCRETE ^"AY BE EXISTING O=T'CN4LPD LACEINTEGRAL WITH FOCTING eUIL_NG FF -- GOLD JOINT D> NEAT „AUJCUT ui O i �: 51 +— i EXISTING PAVING �0 [ TO RE"'' A; N 9 !Tj--...�.- � � _ r �c C41o 32" ADD "4 ONLY WERE BARS n D!SCONTINUOUs\ AT GORNERS \ ------------ PER'I"Er ER REIN::ORG!NG I I CONTINUOUS AROUND CORNER d 5 3 3/, 2 1/2' " i 112" 'C" A5 S�40U, N 'w'ITW NO SPLICES W!TWfN 24" OF GORNER� I ' 2 1 Ip" 4NCNCR BOLTS LCGATED I INSIDE CF REINFORCING „ 3 vfi-2CT10N L w81 NEW GCLU'" N I EXISTING I I— i l i 1- I a FC0'ING DETAINING PER PLAN I WALL 31 G—L iI- UND!STUF5ED' �TCz= I - ` I EARTI-1 REINFORCING I J� I � D` � I BG,TTGf•�•I . - 1 FRRE/INFCRs;NG SEG?iON DF N CMAx) TCP t gQ?TOM RE'NFCRGING —P5 X 54" / 6 - O�5 x dg" O E::: 6'-O" 12' 2 -4" I2" 05 x 66" EAGw UJAY �I *REINFORCING 5415 EQUALLY 5"AGED ACROSS FOOTING MIT��CTIO� t J we _.� i DrETAIL I 1'-O_—�5 I/8" ,ANCµOR RODS AS � CI•-IAt•';�ER AS I CTED ON REQU RED C! FOUNDATION PLAN GLR I ,i' - EXISTING - GLRPAVING TO I R=!"'!AIN Z� t tf - z, ol —y--1- o o o ,�►I��, �,_I,�__jll_�, i �11 O ,,-i 4 ADDITION Irl: CONCENTRATE T"/NI %: STIhR"RUcPcS. (o _ • \ �-i I _' I I� 1-.-..`_.i 1 —I I i 7 I •4 X Tom a BOTTc. , SEE ANC:wOR ROD a 5CLT KEY IrERECN x PLACE CONCRETE NEAT FO.NDATION tDESIGN 15 BASED ON 191:071*1ATION FTZON110ED ARo'JND EX!ST!NG cCNGECTE ,;•1uERE FOOTINGS PRCJEGTE \GE*Er-EN FOOTING AS REQUIRED EY VOTLEivR MANUFACTL"NG COMPANY FOR J013 16-01310 BEYOND EL TO PROVIDE IS" E? !eED1"'ENT AT ANY FILL AREAS - �N -5 3/32 NJ::) A% CONT}`?.ACTOR SHALL VERIFY ALL A>`ICE40M MOLT SIZES, ANr�HO% COLT LOCATIONS AND 0"r:N310N3 WITH PLANS EY EUILDING MANLr-ACTU ZZR PRIOR TO CONSTMCTION, I _1 x CA —_ i 1 I _ — ALL FO07ING5 ADJACENT TO -� - RETAINING WALL SL44LL EXTEND TNROUGcI-+ AN`' FILL AND A t";N-!111j" 0= 18" INTO UND!STURBLD EAR7I4 S?ZTiaN rM—'*"-N o - 1-14RK BOLT —� DIAP^ETE' '' PE j _E 1 G d 5 3 3/, 2 1/2' " i 112" 'C" i 2 1 Ip" NA I ; 1 121 „ 3 E I" 2 12" NA 1 SO ll HOOK \\0 ANCHOR.. ROD 4 eOLT KEY AST" A310-1GRADE G F'ROJEGTION PER B'U'LDING 'J' CR 'L' 5�44PED BOLT \ y I`"ANUFAGTURER QI \ + 4. i• , CED ;�.:-...FOR CODE CQi:"PLIA,,;CE 90' K HOO OCT G 1 20.3 ...�.'.:'' '. INTERVJ=ST ' • CONISULTING GROUP STANDARD HOOK DIMENSIONS BAR 51E (cc) -- C_ - - E, -- ---_J- F2 - --A •3 l3/8") I 2 1/4 2 I12' 3' 4 1/2" d 5 3 3/, 2 1/2' " i 112" 'C" l3/4") TYPE I ANCHOR. PRCJECTICN PER AST"? 4307 r euGR ILCING A,�E c ^"ANUFAGTURER \ ALLTI•-I READ R (NT=Orp1CIiq` MENDS 4 �00�`'� j; r:: • ' . '. PERMIT BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR ` CODE COMPLIANCE 2 - 1.:_4vY i.-;=xuEAD Y' , I lQ � NUTS W'TN STANDARD BY DATE WASHER BETWEEN HR. TYPE 2 ANCO ri OF 1 �- 1 I iI� fl II I I I I , IQ nJ lL- a oI zl z I �, 5 ¢ Q iW tu N E co m '0 N h iZ p � ?� i ` N M 00 V O Co) d W > i W—z .-.. 1 W = C E' CCU = t •S at n 7- tf' 0 J u N Ul c1i� O .. U r_. 7— A Cr. g O LL - mr,111 it .T .� V � �1'� �'? 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