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HomeMy WebLinkAboutB16-2599 000-000-000DRAWING INDEX DRAWING RELEASE HISTORY GENERAL NOTES DRAWING TITLE PAGES TYPE DATE DESCRIPTION MATERIALS ASTM DESIGNATION COVER SHEET 1 PERMIT DRAWINGS 10/31/2016 Permit Set- For Building Dept. Approval 3 PLATE WELDED SECTIONS A529, A572, A1011, Al 018 GRADE 55 CODES AND LOADS 2 COLD FORMED LIGHT GAGE SHAPES A653, Al 011 GRADE 60 13UE ���BRACE RODS A572, A510 GRADE 50 NOTES 3 HOT ROLLED MILL SHAPES A36, A529, A572, A588, A992 GRADE 36 OR 50 HOT ROLLED ANGLES A529, A572, A588, A992 GRADE 50 : ) ANCHOR ROD PLAN 4 HOLLOW STRUCTURAL SECTION (HSS) A500 GRADE B O CLADDING A653, A792 GRADE 50 OR GRADE 80 PRIMARY STRUCTURAL 5-23 HIGH STRENGTH BOLT TIGHTENING REQUIREMENTS Butler Manufacturing SECONDARY STRUCTURAL 24.32 IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLE REGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MORE COVERING NIA INFORMATION. a division of BlueScope Buildings North America Inc. SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINE SPECIAL DRAWINGS N/A THE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE -TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION OR CONTRACT. STANDARD ERECTION DETAILS NIA ALL A490 BOLTS SHALL BE "PRE -TENSIONED". A325 BOLTS IN PRIMARY FRAMING AND BRACING CONNECTIONS MAY BE PLANOGRAPH DETAILS NIA "SNUG -TIGHT" EXCEPT AS FOLLOWS; PRE -TENSION A325 BOLTS IF BUILDING SUPPORTS A CRANE GREATER THAN 5 TON CAPACITY. PRE -TENSION A325 BOLTS IF BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT, OR STRESS BUTTE REVERSALS ON CONNECTIONS. COUNTY PRE -TENSION A325 BOLTS IF LOCATED IN HIGH SEISMIC AREAS. FOR IBC BASED CODES; HIGH SEISMIC IS FEBDESIGN CATEGORY D, E OR F. SEE CODES AND LOADS SECTION BELOW FOR DETAILS. E 2 3 201{ 71 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 DEVELOPMENT RUSTED SURFACES ARE ACCEPTABLE. SERVICES IN CANADA, ALL A325 AND A490 BOLTS SHALL BE "PRE -TENSIONED", EXCEPT FOR SECONDARY MEMBERS AND _off r 0. FLANGE BRACES. O I SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS "SNUG TIGHT", UNLESS INDICATED OTHERWISE IN n-, xERECTION DRAWING DETAILS. -3/1 o o 00 Zz 00 00 n e _ i Qg0 q� �y� W✓�� p Asn C 85405 * EXP. QWM1$ OF C �-� THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MANUFACTURING ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE 1540 GENESSEE ST. KANSAS CITY, MO 64102 COVER SHEET MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. REQUIREMENTS SPECIFIED BY BUTLER. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE BUILDER: North Valley Building Systems, Inc. J013 #: THE BUTLER MFG. ENGINEER'S SEAL DOES WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. 1602312401 NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: DATE: DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCATION: Chico, California LER 10/31/2016 DRAWN/CHECK: PRDJEct: Wendell Sorenson Butler Manufacturing COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. 0® TO ANY DESIGN OR PERFORMANCE ng SCN / H.A ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PAGE: REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. euiLOERSPo#: vPcvERsloN: 2016.1d 1 105112016 9:05:25 a division of BlueScope Buildings North America, Inc. VPC FILENAME: 16-023124-01 VPC FILENAME: 16-023124-01 BUILDER/CONTRACTOR RESPONSIBILITIES DELIVERIES PANELS 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 des* n professional, and done in accordance with governing requirements (AWS in USA, CWB in Canada by welders qualified to perform the welding as directed by the applicable welding procedure specification (WPS). A WPS shall be prepared by the contractor for each welding variation specified. The contractor is responsible for any special welding inspection as required by local jurisdiction. Filler metal shall be 70 ksi (480 MPa) tensile strength. For welds in high seismic force resisting system �Seismic Cat D, E or F), minimum Charpy V—Notch toughness shall meet AISC-341 criteria 20 ft—lbs min @ ODeg F). Interpass temperatures shall not exceed 550Deg F (300Deg 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: 1"23124-011 It is the responsibility of the builder to have adequate equipment available at the job site to unload trucks in a safe and timely manner. The Builder will be responsible for all retention charges from carriers as a result of job site unloading delays. Claims for damage or shorts MUST be noted on the Bill—of—Lading or delivery receipt and filed against the carrier by the consignee as per Butler's Terms of Sales (F.O.B. Plant) under the Uniform Commercial Code. It is critical that damages or shorts be noted on the Bill—of—Lading or you have little recourse with the carrier. Immediately upon delivery of material, material quantities are verified by the Builder against quantities billed on the shipping document. Neither the Manufacturer nor the carrier is responsible for material shortages against quantities billed on the shipping document if such shortages are not noted on the shipping documents upon delivery of material and acknowledged by the carriers agent. For materials concealed in bundles, boxes, or crates, shortages must be reported immediately upon unpacking. Should products get wet, bundled and crated materials must be unpacked and unbundled immediately to provide drainage of trapped moisture. See Erection Guide for proper job site storage procedure. SEALANTS Sealants shall be applied in strict accordance with Butler details or weather tightness will be compromised. Sealant must be applied in temperatures and weather conditions consistent with labeling. INDEPENDENT MEZZANINES Independent mezzanines must be designed by a professional engineer. The engineer must ensure that proper isolation from the Butler building has been provided to avoid structural damage due to differential movements, or inadvertently apply loads to the Butler structure. Butler accepts no responsibility for the design of the independent mezzanine. FIRE CODE COMPLIANCE It is the responsibility of the project design professional and builder to comply with local fire code regulations including consideration of, but not limited to, building use and occupancy, all building construction materials, separation requirements, egress requirements, fire protection systems, etc. Builder shall advise Butler of any special requirements to be furnished by Butler. FIELD MODIFICATIONS Modifications to this building from details and instructions contained on these drawings must be approved in writing by Butler Mfg. engineers, or other licensed structural engineer. This includes, but is not limited to, removal of roof or wall cladding, removing or moving any flange braces or rod braces, cutting of openings for doors, windows or RTU s, correction of fabrication errors, etc. The owner shall not impose loads to this structure beyond what is specified for this building in the contract documents. Butler Mfg. accepts no responsibility for the consequences of any unauthorized additions, alterations, or added loads to this structure. If the builder intends to invoice Butler Mfg. for modifications in excess of $1000, The builder must notify Butler Mfg. immediately, and obtain a Work Authorization from Butler Mfg prior to proceeding. All final claims must be submitted to Butler Mfg with all supporting documentation within 30 days of the building completion. Claims submitted without work authorizations, or after 30 days will not be accepted. Correction of minor misfits, shimming and plumbing, moderate amount of reaming, drilling, chipping / cutting and minor welding are considered by Code of Standard Practice to be part of erection are not subject to claim reimbursement. 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. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. Oil canning is an inherent characteristic of cold formed steel panels. It is the result of several factors that include induced stresses in the raw material delivered to Butler, fabrication methods, installation procedures, and post installation thermal forces. Thru fastened panels will exhibit some dimpling when installed, especially when insulation is installed between panels and secondary supports. Dimpling can be minimized by careful installation, taking care not to over drive fasteners. Roof rumble is a phenomenon that is caused by wind gusts lifting up on the roof panels and then springing back into place. All panels experience this action to some degree, especially with concealed clip Standing Seam panels. Roof rumble noise may be minimized by providing a layer of blanket insulation between the panels and any hard support surface such as steel secondary members, substrates such as plywood, steel decking, or rigid board insulation. A minimum of 3 inch thick blanket is recommended over steel secondary members, or 2 inch over substrates. Oil canning, dimpling, and roof rumble do not affect the structural integrity or weather tightness of the panels and is not grounds for rejection of panels. The Standing Seam joint detail is designed with an interlocking feature for ease of installation. However, it is imperative that installed Standing Seam panels be secured to the secondary structural members and properly seamed prior to departure from the job site each day. SKYLIGHTS Local building departments may require added fall restraint due to conditions that may affect the skylight structural integrity. It is the responsibility of the builder to determine and provide any added fall restraint under the skylight as may be required by your building department. RAIN WATER RUNOFF Drainage systems must be designed by the project professional to comply with code requirements. Butler Is not responsible for drainage designs, overflow scuppers, down piping, etc. The project professional and contractor are responsible to ensure that primary drains and overflow devices such as scuppers and auxiliary drains are provided as required for the required rain intensity at the building perimeter and at valley conditions to prevent ponding. STEEL SHOP COAT The purpose of Butler's shop coat is to provide protection for the steel members during transportation, during temporary job site storage and during erection. Standard shop formulation is not designed to perform as a finish coat when exposed to environmental conditions. Members shall be kept free of the ground and properly drained during job site storage. It is the Builder's responsibility to ensure that if a finish coat is being applied over Butler shop coat that the painting contractor verifies compatibility between his finish coat and Butler's shop coat. BUTLER MFG. ACCREDITATIONS AND APPROVALS Fabricator Approvals IAS AC472 Approvals: (www.iosonline.org/Metal_Building—Systems/MB.html) Listed under BlueScope Buildings North America, Inc. City of Los Angeles, CA #FB00031; City of Houston, TX 767; City of Phoenix, AZ C19-02008; Clark County, NV 43 & 833, San Bernardino County, CA 289, State of Utah, City of Richmond, Co. Design Approvals IAS AC472 Approvals: (www.icsonIine.org/Meta1-8uiIding_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/CertifiedCompanySearch.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#CA4170PE; SD#C-1787; TX#F4828; WV#C03059-00; CAN--AB#P08900; NS#30123; ON#100148796; and YT#PP134 BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 ?EV: DATE: BY: DRAWING SCALE: NTS 10/31/2016 DESCRIPTION: 9:05:27 ERECTION NOTES BUILDER: North Valley Building Systems, Inc. CUSTOMER: LOCATION: Chico, California PROJECT: Wendell Sorenson BUILDERS PO#: C $,445, EXP. * C, OF CAL,F 111/1/1/1 JOB #: 1602312401 BUTLER DATE 10/31/2016 @ DRAWNICHECK: Butler ManufacturingSCN I H.A PAGE: 3 VPC VERSION-. 2016.1d a division of BlueScope Buildings North America. Inc. 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OrA D n <Z� Opnmi-1 y y -H y -+ s n m x y c a '.m'IA + D mz mmD czi x0 -IOmmc)3 Ox z A y O Mo. oo 0A mA o-D+z Wp 00 _ r m �n A 1 m jN 2 9 -IT " t7m m0 y AO (Ano z mz o O➢ O OD z inzw 0 Opy soM,cnto oz o z C A D O o mm Oom D Ppz m c m Amo' A0 3Nm0 10 cn l07 Az 0 NDpx y O W A m O m O VPC FILENAME 16-023124-01 Frame Member Schedule Connection & Plate Schedule MFG. AND DESIGN AND PERFORMANCE . A REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT Part Mem Width Thick WebThk. Depthl Depth2 CX009 1 6.0000 .2500 .1644 1'-2" 1'-2" RBX016 2 8.0000 .2500 .1345 1'-4" 1'-4" 5/8" 3 8.0000 .2500 .1345 1'-4" 1'-4" CX010 4 6.0000 .2500 .1644 1'-2" 1'-2" 2 1'-0 1/2" 1 8" RDimension Key Frame Clearances Horiz. Clearance between members 1(CX009) and 4(CX010): 24'-10" Vert. Clearance at member l(CX009): 13'-5 7/16" Vert. Clearance at member 4(CX010): 13'-5 7/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 1. USE 112 X 1 112 A325T 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: 16-023124-01 PORTAL FRAME ELEVATION ALONG A Shape Name = Rental Building Wall 2, Frame 1 THE BUTLER MFG. ENGINEER'S SEAL APPLIES O Bolt Connection & Plate Schedule MFG. AND DESIGN AND PERFORMANCE . A REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT Approx.Lgth Approx.Weight Id Qty Grade Bolt Bolt Plate Rows Rows PartNo 15'-0 9/16" 311# Dia. Length Thick. Out In 24'-9 1/2" 593# A 12 A325 7/8" 3 1/2" 5/8" 3 3 0097380 B 2 A325 3/4" 2 1/2" 3/8" 1 1 0097284 15'-0 9/16" 315# (See Also Sheet -23 MRD50 For Guide To Connection Details) Frame Clearances Horiz. Clearance between members 1(CX009) and 4(CX010): 24'-10" Vert. Clearance at member l(CX009): 13'-5 7/16" Vert. Clearance at member 4(CX010): 13'-5 7/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 1. USE 112 X 1 112 A325T 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: 16-023124-01 PORTAL FRAME ELEVATION ALONG A Shape Name = Rental Building Wall 2, Frame 1 THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING,N, REMAINS THE ERTY EDHSOLELLYR ORIEORECTINGOTHE BUILDING DESCRIBED INTHE ONLY THE WORK PRODUCT OF BUTLER MFG. IS PROVIDED APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT MFG. AND DESIGN AND PERFORMANCE . A REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 C e5445 6 �op CAt�ti PORTAL FRAME ELEVATION ALONG A (11-12) 1:EV. DATe Bv: DESCRIPTION: BUILDER: North Valley Building Systems, Inc. CUSTOMER: LOCATION: Chico, California PROJECT: Wendell Sorenson BUILDERS POM: DRAWING SCALE: NTS 1013112016 9:05:30 1602312401 DATE: B(r/'rLE/Z 10/31/2016 m DRAWN.'CHECK: SCN / H.A Butler Manufacturing PAGE: VPC VERSION: 2016.1 d 6 a division cf BlueSmpe Buildings North America, Inc Frame Member Schedule BV 1602312401 160 CUSTOMER: 10/31/2016 rn 0 Chico, California O Bolt Connection & Plate Schedule DRAWNICHECK: SCN / H.A PAGE: 7 PROJECT: Wendell Sorenson 111 Frame Clearances Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Approx.Weight Id Qty Grade Bolt Bolt Plate Rows Rows PartNo Horiz. Clearance between members 1(CX011) and 4(CX012): 251-1011 CX011 1 6.0000 .2500 .1644 11-211 11-211 151-0 9/16" 315# Dia. Length Thick. Out In Vert. Clearance at member 1(CX011): 131-5 7/16" RBX017 2 8.0000 .2500 .1345 11-411 11-411 251-9 1/211 614# A 12 A325 7/811 3 1/211 5/811 3 3 0097380 Vert. Clearance at member 4(CX012): 131-5 7/16" 3 8.0000 .2500 .1345 11-411 11-411 B 2 A325 3/411 2 1/211 3/811 1 1 0097284 Finished Floor Elevation = 100'-0t1 (Unless Noted Otherwise) CX012 4 6.0000 .2500 .1644 11-211 11-211 151-0 9/1611 311# (See Also Sheet -23 MRD50 For Guide To Connection Details) q 0 0 ED 7-10 n RBX017 BV 1602312401 160 CUSTOMER: 10/31/2016 rn 0 Chico, California r HO I LGR @ Butler Manufacturing DRAWNICHECK: SCN / H.A PAGE: 7 PROJECT: Wendell Sorenson 111 BUILDERS PO* r1A O VPC VERSION: 2016.1d i1 .� of RY,..R-- NdIdin— North Amen®. Inc. U U 281-2" 291-6" 2 11-0 1/2" 1 811 F] Dimension Key 1. USE 112 X 1 112 A325T BOLT (49080) AND NUT (47120) W10 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: 16-023124-01 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. PORTAL FRAME ELEVATION ALONG A Shape Name = Rental Building Wall 2, Frame 11 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. C I BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 REV DATE: BY: DRAWING SCALE: NTS 1013112016 DESCRIPTION: C85445 H " EXE' * CNI,. PORTAL FRAME ELEVATION ALONG A (1-2) BUILDER: North Valley Building Systems, Inc. BV 1602312401 160 CUSTOMER: 10/31/2016 LOCATION: Chico, California I LGR @ Butler Manufacturing DRAWNICHECK: SCN / H.A PAGE: 7 PROJECT: Wendell Sorenson BUILDERS PO* VPC VERSION: 2016.1d a nim<— of RY,..R-- NdIdin— North Amen®. Inc. Frame G E Member Schedule O Bolt Connection & Plate Schedule Frame Clearances Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Approx.Weight Detail Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo Horiz. Clearance between members l(CX001) and 8(CX002): 71'-7" CX001 1 5.0000 .1345 .1345 1'-0" 1'-0" 14'-7 15/16" 175# Dia. Length Thick. Out In Vert. Clearance at member 1(CX001): 14'-7 15/16" RBX001 2 5.0000 .1875 .1345 9" 911 321-7 5/16" 356# A 8 A325 3/411 2 1/211 3/81' 2 2 Yes 0097284 Vert. Clearance at member 8(CX002): 14'-7 15/16" 3 5.0000 .1875 .1345 9" 911 B 4 A325 3/411 2 1/21' 3/811 1 1 Yes 0097284 Vert. Clearance at member 9(EPX001): 151-11 15/16" RBX002 4 5.0000 .1345 .1345 9" 1'-1 7/811 10'-011 114# C 4 A325 1/21' 1 1/2" 3/81' 1 1 Yes 49080 Vert. Clearance at member 10(EPX002): 17'-3" 5 5.0000 .1345 .1345 11-1 7/811 91' <S> - (2) Washers (095872) req'd at Flange Brace to Secondary. Vert. Clearance at member ll(EPX003): 15'-11 15/16" RBX001 6 5.0000 .1875 .1345 911 911 321-7 5/1611 356# Finished Floor Elevation = 100'-011 (Unless Noted Otherwise) (See Also Sheet -23 MRD50 For Guide To Connection Details) 7 5.0000 .1875 .1345 911 911 CX002 8 5.0000 .1345 .1345 1'-0" 11-01, 14'-7 15/16" 172# EPX001 9 5.0000 .1345 .1345 10" 1011 16'-0 1/811 92# BR25CA EPX002 10 5.0000 .1345 .1345 10" 1011 171-311 98# EPX003 11 5.0000 .1345 .1345 1011 1011 16'-0 1/811 92# BR25CA o 8 19'-1 1/2" Ridge Ht. 7 11-011 6 21-6" 5 2 @ 3'-3 5/16" 4 1'-1" 3 2 1 - 9'1 2 9" 1 8 1/2" Dimension Key GFB2050 TD C A 37'-7 9/16" 1.000:12 37'-7 9/16" 1.000:12 6 ® 5. _011 6 @ A A u1 U) A A m o 0 0 V N N V f V M P� P] M V V M M W CL M M I BL 1. USE 1/2 X 1 112 A325T 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: 16-023124-01 17'-6" 20'-0" CL 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. 20'-0" CL 75'-0" FRAME CROSS SECTION AT FRAME LINE(S) 1 Shape Name = Rental Building Wall 4, Frame 1 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 17'-6" CL i GFB2050 BL 0 0 In w C 85445� 7 EV, OW201a !t cre. !'d C BUTLER MANUFACTURING FRAME CROSS SECTION AT FRAME LINE(S) 1 1540 GENESSEE ST. KANSAS CITY, MO 64102 RFV DATE: BY: DESCRIPTION: BUILDER: North Valley Building Systems, Inc. J013#: 1602312401 CUSTOM[R: DATE: LOCATION: Chico, California BUTLER 10!31/2016 ® DRAWNICHECK: PRo.EcT: Wendell Sorenson Butler Manufacturing SCN / H.A PAGE: DRAWING SCALE: NTS BUILDERS PO#: VPC VERSION: 2016.1d VPC FILENAME: 16-023124-01 10/3112016 9:05:35 a division of Bit ieScope Buildings North America. Inc. VPC FILENAME: 16-023124-01 Frame Member Schedule Part Mem Width CX007 1 6.0000 RBX007 2 5.0000 .1644 3 5.0000 RBX008 4 5.0000 2'-0" 5 5.0000 CX007 6 6.0000 Thick WebThk. Depthl Depth2 .5000 .1644 1'-0" 1'-10" .3750 .1644 2'-5" 1'-2" .3125 .1345 1'-2" 2'-0" .3125 .1345 2'-0" 1'-2" .3750 .1644 1'-2" 2'-5" .5000 .1644 1'-0" 1'-10" Approx.Lgth Approx.Weight 13'-0 11/16" 424# 37'-7 1/4" 9104 37'-7 1/4" 911# 13'-0 11/16" 424# G 37'-7 9/16" 1.000:12 6 ® 5'-0" ri M 0 O M O 04 CQ PQ 44 Cq W C7 ��— RBXpO� O Bolt Connection & Plate Schedule Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo Dia. Length Thick. Out In A 12 A325 3/4" 2 1/2" 5/8" 4 2 Yes 0097284 B 8 A325 3/4" 2 1/2" 3/8" 2 2 Yes 0097284 (See Also Sheet -23 MRD50 For Guide To Connection Details) 0 0 H o o co 0 M M O 0 N W W N w w P4 RBX008 75'-0' FRAME CROSS SECTION AT FRAME LINES) 4 37'-7 9/16" 1,000:12 Frame Clearances Horiz. Clearance between members l(CX007) and 6(CX007): 69'-11" Vert. Clearance at member l(CX007): 13'-0 11/16" Vert. Clearance at member 6(CX007): 13'-0 11/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 11 CC) O N0 M I N ri M H I W ---I-----= n 0 0 a A 6 191-1 1/2" Ridge Ht. c`t' Wly- 5 2 3'-3 5/1611 W @ J� An tett 4 1'-1" r C 85445 3 11-01, EV,OV=1& 2 2'-6" * 1 8 1/2" �� Cri `� Dimension Key �OF CAS\F Shape Name =Rental Building Wall 4, Frame 4 1. USE 112 X 1 112 A325T BOLT (49080)AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MANUFACTURING W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE 1540 GENESSEE ST. KANSAS CITY, MO 64102 FRAME CROSS SECTION AT FRAME LINE(S) 4 SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAYBE REPRODUCED ONLY FOR THAT PURPOSE. IT UNLESS NOTED OTHERWISE. REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT REV: DATE: BV: DESCRIPTION: BUILDER: North Valley Building Systems, Inc. JOB n: 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME THE BUTLER MFG. ENGINEER'S SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER MFG. 1602312401 SIDE OF THE WEB AS THE HILLSIDE WASHER. NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: BUTLER DATE: 10!31/2016 DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCATION: Chico, California ® DRAMCHECK: COMPONENT FURNISHED BY BUTLER EXCEPT DESIGN OR PERFORMANCE DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. PROJECT: Wendell Sorenson Butler Manufacturing SCN / H.A TO ANY ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PAGE: REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BIJILDERSPCa VPCVERS ON: 2016.1d 1 11 VPC FILENAME: 16-023124-01 10/3112016 9:05:38 a division of BlueSmpe Buildings North America, Inc. VPC FILENAME: 16-023124-01 Frame Member Schedule Part Mem width CX007 1 6.0000 RBX007 2 5.0000 .1644 3 5.0000 RBX008 4 5.0000 2'-0" 5 5.0000 CX007 6 6.0000 Thick WebThk. Depthl Depth2 .5000 .1644 1'-0" 1'-10" .3750 .1644 2'-5" 1'-2" .3125 .1345 1'-2" 2'-0" .3125 .1345 2'-0" 1'-2" .3750 .1644 1'-2" 2'-5" .5000 .1644 1'-0" 1'-10" a 0 Ln 0 i r 6 19'-1 1/2" Ridge Ht. 5 2 @ 3'-3 5/16" 4 1'-1" 3 1'-0" 2 2'-6" 1 8 1/2" F] Dimension Key Approx.Lgth Approx.Weight 13'-0 11/16" 424# 37'-7 1/4" 910# 37'-7 1/4" 911# 13'-0 11/16" 424# OBolt Connection & Plate Schedule Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo Dia. Length Thick. Out In A 12 A325 3/4" 2 1/2" 5/8" 4 2 Yes 0097284 B 8 A325 3/4" 2 1/2" 3/8" 2 2 Yes 0097284 (See Also Sheet -23 MRD50 For Guide To Connection Details) Frame Clearances Horiz. Clearance between members 1.(CX007) and 6(CX007): 69'-11" Vert. Clearance at member 1(CX007): 13'-0 11/16" Vert. Clearance at member 6(CX007): 13'-0 11/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) G A 37'-7 916, 1.000:12 7 -7 916" 1.000:12 I 0 0 � M � ri \O 0 M 0 N f-0 04 BL 1. USE 112 X 1 112 A325T BOLT (49080) AND NUT (47120) WIO 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: 18-023124-01 RBXpO? i. 0 0 r- 0 0 0, CC) 0 M M 0 0 N QQ W N co W P4 [�:, Of RBX008 75'-0" FRAME CROSS SECTION AT FRAME LINES) 6 Shape Name = Rental Building Wall 4, Frame 6 THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE 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 MAYBE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. Rte. 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, M ,..i kD M H 0 to CV O M N Cq a A 0 I I � I n 0 I BL C 85445 1; CIry I% �, OF CAUk BUTLER MANUFACTURING FRAME CROSS SECTION AT FRAME LINES 6 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE: I BY: REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: DESCRIPTION BUILDER: North Valley Building Systems, Inc. JOB #: _ 1602312401 CUSTOMER: DATE: LOCATION: Chico, California BUTLER 10!31/2016 ® DRAWN(CHECK: PRoxcT: Wendell SorensonSCN / Butler Manufacturing PAGE: NTS BUILDERS PO#: VPC VERSION: 2016,14 13 Frame Member Schedule Part Mem Width Thick WebThk. Depthl Depth2 CX005 1 5.0000 .3125 .1644 1'-0" 2'-8" RBX005 2 5.0000 .3125 .1644 2'-8" 1'-4" B 10 3 5.0000 .2500 .1345 1'-4" 2'-4" RBX006 4 5.0000 .2500 .1345 2'-4" 1'-4" 5 5.0000 .3125 .1644 1'-4" 2'-8" CX006 6 5.0000 .3125 .1644 1'-0" 2'-8" Approx.Lgth Approx.Weight 12'-10 9/16" 344# 37'-7 5/16" 870# 37'-7 5/16" 871# 12'-10 9/16" 343# G 37'-7 9/16" 1.000:12 6 @ 5, -On III (2)GFB4007t GFB3000I I BL w r LO 0 O U O O i O N W M O M co O G, a O N C7 [y I:Q r14 N44 U R$X005 O Bolt Connection & Plate Schedule Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo 0 � @3'-3 5/16" Dia. Length Thick. Out In A 8 A325 3/4" 2 1/2" 1/2" 2 2 Yes 0097284 B 10 A325 3/4" 2 1/2" 3/8" 2 3 Yes 0097284 (See Also Sheet -23 MRD50 For Guide To Connection Details) H 1i O N O O N O O O O M M O NG 0 0 � @3'-3 5/16" 75'-0" RBX006 FRAME CROSS SECTION AT FRAME LINES) 7 Frame Clearances Horiz. Clearance between members l(CX005) and 6(CX006) :68'-3" Vert. Clearance at member l(CX005): 12'-10 9/16" Vert. Clearance at member 6(CX006): 12'-10 9/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) A 37'-7 9/16', 1.000:12 6 Q r -I H N co O O O M N O !A @3'-3 5/16" -- +T- __ _. _ _ rl U? i� A 0 ((2)GFB3021 PG1 n PGl O O m o co BL VPC FILENAME: 16-023124-01 6 191-1 1/2" Ridge Ht. P�Q. @3'-3 5/16" J{;$5iS 4 11-111 V1 3 11-011 EV, 0e, 1$ Er 2 2'-6" 1 8 1/2" CNIV Dimension Key �� CA��F Shape Name =Rental Building Wall 4, Frame 7 1. USE 1/2 X 1 112 A325T BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF�1 DESCRIBED IN THE BUTLER MANUFACTURING FRAME CROSS SECTION AT FRAME LI NE(S) 7 W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING \ � 1540 GENESSEE ST. KANSAS CITY, MO 64102 SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT �/ UNLESS NOTED OTHERWISE. REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT REV: DATE: BY: DESCRIPTION: BUILDER: NOfiil Valley BUltling SyStemS, InC. JOB#: 1602312401 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME THE BUTLER MFG. ENGINEER'S SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER MFG. cusrorneR: ATE '10/ SIDE OF THE WEB AS THE HILLSIDE WASHER. NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE B(f%L,E%� 10/31/2016 DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCATION: Chico, California ® DRAC CHECK COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. PROJECT: Wendell Sorenson Butler Manufacturing SCN / H.A TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, BUILDER'SPCi: VPCVERSION: 2016.1d PAGE: 14 REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS a division of BlueScope Buildings North Arnerica, Inc. VPC FILENAME: 16-023124-01 VPC FILENAME: 1 &023124-01 Frame Member Schedule Plate Rows Rows Washer PartNo 14 N Dia. Part Mem Width Thick WebThk. Depthl Depth2 CX005 1 5.0000 .3125 .1644 1'-0" 2'-8" RBX005 2 5.0000 .3125 .1644 2'-8" 1'-4" O M PQ (ra 3 5.0000 .2500 .1345 1'-4" 2'-4" RBX006 4 5.0000 .2500 .1345 2'-4" 1'-4" — 5 5.0000 .3125 .1644 1'-4" 2'-8" CX006 6 5.0000 .3125 .1644 1'-0" 2'-8" U 0 0 r Approx.Lgth Approx.Weight 12'-10 9/16" 3444 37'-7 5/16" 870# 37'-7 5/16" 871# 12'-10 9/16" 343# G 37_7 9/16" 1.000:12 6 @ 5'-0" (2)GFB40071 GFB3000I OBolt Connection & Plate Schedule Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo 14 N Dia. Length Thick. Out In A 8 A325 3/4" 2 1/2" 1/2" 2 2 Yes 0097284 B 10 A325 3/4" 2 1/2" 3/8" 2 3 Yes 0097284 (See Also Sheet -23 MRD50 For Guide To Connection Details) Frame Clearances Horiz. Clearance between members 1(CX005) and 6(CX006): 68'-3" Vert. Clearance at member 1(CX005): 12'-10 9/16" Vert. Clearance at member_ 6(CX006): 12'-10 9/16" Finished Floor_ Elevation = 100'-0" (Unless Noted Otherwise) A 37'-7 9116" 1.000:12 6 @ R.5- � n o >C 0 0 � o U a' 75'-0' FRAME CROSS SECTION AT FRAME LINES) 9 I(2)GFB3021 PG1 PG1 BL 0 00 6 191-1 1/2" Ridge Ht. ��� �` f` 14 N H N 5 2 @ 3'-3 5/16" O O O O O O O O HO 0 O O O M (p O M PQ (ra M rA CL M G1 F4 O M 9Y1 �' O O M 1:0 00 O rl O M fQ w W O N 1 8 1/2" �� — SJ,y. C10- " Dimension Key N m 00 O N M M w �0� CA��� r-4 P4 / Shape Name =Rental Building Wall 4, Frame 9 PQ 44 1. USE 1/2 X 1 112 A325T BOLT (49080) AND NUT (47120) 04 - THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE BUTLER MANUFACTURING FRAME CROSS SECTION AT FRAME LINE(S) 9 W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, ONLY TO THE WORK PRODUCT OF BUTLER c"I w _- --- SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAYBE REPRODUCED ONLY FOR THAT PURPOSE. IT UNLESS NOTED OTHERWISE. REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT REV DATE: BY DESCRIPTION: BUILDER: North Valley Building Systems, Inc. J013 #: RBX006 THE BUTLER MFG. ENGINEER'S SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER MFG. R.5- � n o >C 0 0 � o U a' 75'-0' FRAME CROSS SECTION AT FRAME LINES) 9 I(2)GFB3021 PG1 PG1 BL 0 00 6 191-1 1/2" Ridge Ht. ��� �` f` 5 2 @ 3'-3 5/16" 4 1' -1" C 85445 An _, 3 11-011 eym* 2 2'-6" 1 8 1/2" SJ,y. C10- " Dimension Key �0� CA��� / Shape Name =Rental Building Wall 4, Frame 9 1. USE 1/2 X 1 112 A325T BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE BUTLER MANUFACTURING FRAME CROSS SECTION AT FRAME LINE(S) 9 W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, ONLY TO THE WORK PRODUCT OF BUTLER 1540 GENESSEE ST. KANSAS CITY, MO 64102 SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAYBE REPRODUCED ONLY FOR THAT PURPOSE. IT UNLESS NOTED OTHERWISE. REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT REV DATE: BY DESCRIPTION: BUILDER: North Valley Building Systems, Inc. J013 #: 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME THE BUTLER MFG. ENGINEER'S SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER MFG. 1602312401 SIDE OF THE WEB AS THE HILLSIDE WASHER. NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: B�ffLEIR?10/31/2016 DATE: DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LocnrloN Chico, California DRAWN/CHECK: COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. PRoJEcT: Wendell Sorenson Butler Manufacturing SCN / H.A TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PAGE: 16 REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWINGSCAIE NTS BUILDER'SPC#: VPC VERSION: 2016.1d 10/31/2016 9:05:46 a division of BlueSmpe Buildings North America, in, VPC FILENAME: 16-023124-01 VPC FILENAME: 16-023124-01 VPC FILENAME: 18-023124-01 Frame Member Schedule BUTLER REV: CUSTOMER; 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, w GhICO, California O Bolt Connection & Plate Schedule DRAWN/GHECK: o In Frame Clearances / H.A PACE; 19 o U 0 Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Approx.Weight Detail Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo Horiz. Clearance between members 1(CX008) and 8(CX008): 71'-7" CX008 1 5.0000 .1345 .1345 1'-0" 1'-0" 14'-7 15/16" 170# Dia. Length Thick. Out In Vert. Clearance at member 1(CX008): 14'-7 15/16" RBX013 2 5.0000 .1875 .1345 9" 9" 32'-7 1/4" 356# A 8 A325 3/4" 2 1/2" 3/8" 2 2 Yes 0097284 Vert. Clearance at member 8(CX008): 141-7 15/16" 3 5.0000 .1875 .1345 9" 9" B 4 A325 3/4" 2 1/2" 3/8" 1 1 Yes 0097284 Vert. Clearance at member 9(EPX004): 15'-4 7/16" RBX014 4 5.0000 .1875 .1345 9" 1'-1 7/811 10'-0 1/16" 132# C 4 A325 1/2" 1 1/2" 3/8" 1 1 Yes 49080 Vert. Clearance at member 10(EPX005): 17'-3" 5 5.0000 .1875 .1345 1'-1 7/8" 9" <S> - (2) Washers (095872) req'd at Flange Brace to Secondary. Vert. Clearance at member ll(EPX006): 15'-4 7/16" RBX015 6 5.0000 .1875 .1345 9" 9" 32'-7 5/16" 356# Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) (See Also Sheet -23 MRD50 For Guide To Connection Details) 7 5.0000 .1875 .1345 911 9" CX008 8 5.0000 .1345 .1345 1'-0" 1'-0" 14'-7 15/16" 170# EPX004 9 5.0000 .1345 .1345 10" 10" 151-4 5/8" 87# BR25CA EPX005 10 5.0000 .1345 .1345 10" 10" 17'-3" 95# EPX006 11 5.0000 .1345 .1345 10" 10" 15'-4 5/8" 87# BR25CA L_J G F D B A 37'-7 9/16" 1.000:12 37'-7 9/16" 1-000:12 6 ® 5'_pa 6 @ 5'-0" w w r 0 M o 0 O A O N N A G] fn '` U] A to A v r pNj W W v U) v o rh 171 C13 0 r+l O N W [fir. P N p CQ N N N rW ED . B B 0 Ga P� N N W a Mw _ _ _ W r4 w _ _ _ o RBX014 C r RBX015 T a RBX013 GFB20501 10'-0" 5 19'-1 1/2" Ridge Ht. 4 2 @ 3'-3 5/16" 3 1'-1" 2 3'-6" 1 8 1/2" Dimension Key 1 BL 1. USE 112 X 1 112 A325T 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. ✓PC FILENAME: 16-023124-01 CL 27'-6" CL 75'-0" FRAME CROSS SECTION AT FRAME LINES) 12 Shape Name = Rental Building Wall 4, Frame 12 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 GC630034 BUTLER REV: CUSTOMER; 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, w GhICO, California ® DRAWN/GHECK: o In Butler Manufacturing_LN / H.A PACE; 19 o U 0 VPC VERSION: 2016,14 d o x a o a division of Blue Scope Buildings Norte America, Inc. o w o GC630034 w a w 10'-0" 5 19'-1 1/2" Ridge Ht. 4 2 @ 3'-3 5/16" 3 1'-1" 2 3'-6" 1 8 1/2" Dimension Key 1 BL 1. USE 112 X 1 112 A325T 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. ✓PC FILENAME: 16-023124-01 CL 27'-6" CL 75'-0" FRAME CROSS SECTION AT FRAME LINES) 12 Shape Name = Rental Building Wall 4, Frame 12 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 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 MAYBE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. BUTLER REV: CUSTOMER; 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, LOCATION: GhICO, California 27'-6" BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE: BY: I DESCRIPTION: REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS CL GC630034 00 0 U GC630034 10'-0" I� 1GFB2050 I BL C 85445 fFn Xs 14v. CrO FRAME CROSS SECTION AT FRAME LINE(S) 12 BUILDER: North Valley Building Systems, Inc. BUTLER '1160 1602312401 CUSTOMER; DATE: 10/31/2016 LOCATION: GhICO, California ® DRAWN/GHECK: PROJECT: Wendell Sorenson Butler Manufacturing_LN / H.A PACE; 19 BUILDER'S POH: VPC VERSION: 2016,14 a division of Blue Scope Buildings Norte America, Inc. Frame Member Schedule Part Mem Width Thick WebThk. Depthl CX013 1 6.0000 .2500 .1644 1'-2" 5/8" RBX018 2 8.0000 .2500 .1345 1'-4" 1 0097284 M 3 8.0000 .2500 .1345 1'-4" CX014 4 6.0000 .2500 .1644 1'-2" Depthl Approx.Lgth Approx.Weight 1'-2" 15'-0 9/16" 314# 1'-4" 25'-9 1/2" 614# 11-411 1'-2" 15'-0 9/16" 318# O Bolt Connection & Plate Schedule Id Qty Grade Bolt Bolt Plate Rows Rows PartNo Dia. Length Thick. Out In A 12 A325 7/8" 3 1/2" 5/8" 3 3 0097380 B 2 A325 3/4" 2 1/2" 3/8" 1 1 0097284 (See Also Sheet -23 MRD50 For Guide To Connection Details) Frame Clearances Horiz. Clearance between members l(CX013) and 4(CX014): 25'-10" Vert. Clearance at member l(CX013): 13'-5 7/16" Vert. Clearance at member 4(CX014): 13'-5 7/1.6" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 2 1'-0 1/2" 1 8" ❑ Dimension Key 1. USE 1/2 X 1 1/2 A325T 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. IPC FILENAME: 1"23124M PORTAL FRAME ELEVATION ALONG G Shape Name = Rental Building Wall 4, Frame 1 F7 F7 n 0 0 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 MAYBE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: RBX018 a rn 0 M o k >C U U 28'-2" 29'-6" 2 1'-0 1/2" 1 8" ❑ Dimension Key 1. USE 1/2 X 1 1/2 A325T 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. IPC FILENAME: 1"23124M PORTAL FRAME ELEVATION ALONG G Shape Name = Rental Building Wall 4, Frame 1 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 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 MAYBE REPRODUCED ONLY FOR THAT PURPOSE. IT 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 TO PROPER ERECTION, BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE: BY: I DESCRIPTION: REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS PORTAL FRAME ELEVATION ALONG G (1-2) BUILDER: North Valley Building Systems, Inc. I 16 #: 1602312401 CUSTOMER: DATE: 10/31/2016 LOCATION: Chico, California BUTLER ® DRAWN/CHECK: PROJECT: Wendell Sorenson Butler Manufacturing SCN / H.A PAGE: 20 BUILDER's PO#: VPC VERSION: 2016.1d a division of BlueSoope Buildings North America. Inc. VPC FILENAME: 16-023124-01 ROD SLOT BACKING PLATE MAY EXIST HARDWARE INSTALL IN THIS ORDER: HILLSIDE WASHER FLAT WASHER "B" FLAT WASHER "A" HEX NUT WALL BRACE ROD ENDPDST %�1/2" X 1 1/2" A325 BOLTS (49080) WITH HARDENED WASHER (095872) EACH SIDE (TYP AT PURLIN END OF BRACE FLANGE BRACE (GFB- OR HFB-) RAKE BEAM REV DATE:11/16/15 REV. NO. 03 ENDPOST TOP BETWEEN PURLINS BR25CA NO CAP CHANNEL — BRACED TO PURLINS ONLY 1. USE 1/2 X 1 1/2 A325T 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. FILENAME: 18-023124-07 COLUMN / 0A=0 HAUNCH ROD SLOT BACKIN( PLATE MAY EXIST HARDWARE INSTALLEI IN THIS ORDER: HILLSIDE WASHER FLAT WASHER "B" FLAT WASHER "A" HEX NUT BRACING THRU ROD SLOT REV. °"'`-05/'°/'° "�' "°°' WASHERS BR02H1 ROD DIA, NUT A 8 HILLSIDE 3/8- 095321 096408 46040 043657 1/2" 095230 095872 095946 043657 5/8" 095233 095945 095946 043657 3/4" 095235 095946 095948 043658 7/8" 095237 095947 095948 043658 1" 095238 095948 095949 043659 1 1/8" 1 095239 1 095949 1 095949 043659 ENDPDST %�1/2" X 1 1/2" A325 BOLTS (49080) WITH HARDENED WASHER (095872) EACH SIDE (TYP AT PURLIN END OF BRACE FLANGE BRACE (GFB- OR HFB-) RAKE BEAM REV DATE:11/16/15 REV. NO. 03 ENDPOST TOP BETWEEN PURLINS BR25CA NO CAP CHANNEL — BRACED TO PURLINS ONLY 1. USE 1/2 X 1 1/2 A325T 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. FILENAME: 18-023124-07 COLUMN / 0A=0 HAUNCH ROD SLOT BACKIN( PLATE MAY EXIST HARDWARE INSTALLEI IN THIS ORDER: HILLSIDE WASHER FLAT WASHER "B" FLAT WASHER "A" HEX NUT BRACING THRU ROD SLOT REV. °"'`-05/'°/'° "�' "°°' ROD BRACING THRU ROD SLOT COLUMN SHOWN / RAFTER SIMILAR BR02H1 PURLIN NOTE: ALL BOLTS TO BE 1/2" X 1 1/2" A325 BOLTS (49080) (U.N.O.) ENDPDST %�1/2" X 1 1/2" A325 BOLTS (49080) WITH HARDENED WASHER (095872) EACH SIDE (TYP AT PURLIN END OF BRACE FLANGE BRACE (GFB- OR HFB-) RAKE BEAM REV DATE:11/16/15 REV. NO. 03 ENDPOST TOP BETWEEN PURLINS BR25CA NO CAP CHANNEL — BRACED TO PURLINS ONLY 1. USE 1/2 X 1 1/2 A325T 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. FILENAME: 18-023124-07 COLUMN / 0A=0 HAUNCH ROD SLOT BACKIN( PLATE MAY EXIST HARDWARE INSTALLEI IN THIS ORDER: HILLSIDE WASHER FLAT WASHER "B" FLAT WASHER "A" HEX NUT OLESFRAME (2 OR 4) A325 BOLTS BRACE BRAce ROOF � NOTE: ALL BOLTS 70 BE LOCATION LOCATION SECONDARY PRIMARY 1/2" X 1 1/2" A325 RODS MEMBER PORTAL FRAME BOLTS (49080) (U.N.O.) FRAME ti o *+ ++o I A PURLIN ° 01 / BRACE ° _ ° �— _ _ ° I _ 1 1/2" X 1 1/2" A325 BOLTS (49080) WITH -------------- HARDENED WASHER (095872) EACH SIDE / / (TYP AT PURLIN END OF BRACE) FLANGE BRACE (CFO-) OR (HFB-) IL \ / REV. OAM-0.5/10/10 REV. Na. 02ROD BRACING THRU ROD SLOT BR02J1 WASHERS HFB41D6 ROD DIA. NUT A B HILLSIDE 3/8- 095321 096408 46040 043657 1/2" 095230 095872 095946 043657 5/8.. 095233 095945 095946 043657 3/4' 095235 095946 095948 043658 7/8" 095237 095947 095948 043658 1" 095238 095948 095949 043659 1 1/-- 095239 095949 095949 043659 OLESFRAME (2 OR 4) A325 BOLTS BRACE BRAce ROOF � NOTE: ALL BOLTS 70 BE LOCATION LOCATION SECONDARY PRIMARY 1/2" X 1 1/2" A325 RODS MEMBER PORTAL FRAME BOLTS (49080) (U.N.O.) FRAME ti o *+ ++o I A PURLIN ° 01 / BRACE ° _ ° �— _ _ ° I _ 1 1/2" X 1 1/2" A325 BOLTS (49080) WITH -------------- HARDENED WASHER (095872) EACH SIDE / / (TYP AT PURLIN END OF BRACE) FLANGE BRACE (CFO-) OR (HFB-) IL \ / REV. OAM-0.5/10/10 REV. Na. 02ROD BRACING THRU ROD SLOT BR02J1 SIDEWALL COLUMN SHOWN / RAFTER SIMILAR HFB41D6 > 36" F = FEET G = GAGE CX*** = COLUMN (PLATE) I = INCHES 0 = OPERATION PRIOR WRITTEN APPROVAL OF BUTLER MFG. CGX*** = COLUMN (GAGE) E = EIGHTHS C = FIN/COLOR DESIGN OF ANY OTHER PRODUCT OR WCX*** = COLUMN (HOTROLL) PANEL/COVERING DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. 10" POST REQUIRED W 1 3 1 1 7 2 6 1 K T D REQUIREMENTS SPECIFIED BY BUTLER. RBX*** = RAFTER (PLATE) * F F I I E G G 0 C C C BGX*** = RAFTER (GAGE) LENGTH CODE WRX*** = RAFTER (HOTROLL) TRX*** = TRUSS RAFTER INSULATION 1 B 1 3 0 1 0 3 6 0 3 0 W V ICX*** = INTERIOR COLUMN ** F F F I I I I I I E C C PCX*** m PIPE COLUMN LENGTH WIDTH THK CODE TCX*'** = TUBE COLUMN SECONDARY (STANDARD) 0 B Z 1 9 1 1 4 1 7 - - - -- EPX*** = ENDPOST (PLATE) * * * F F I I E G G * * * * * EGX*** = ENDPOST (GAGE) DEPTH T LENGTH GAGE ADJUS7.CODES SHAPE CBX*** = CANOPY (PLATE) SECONDARY (SPECIAL) CBX*** = PIGGYBACK CANOPY 00108Z1911417 --- DCC*** = 8 1/2" GAGE POST * * • * * * F F I I E G G + * * DCE*** = 10" GAGE POST COUNTER DEPTH& LENGTH GAGE ADJUST.CODES SHAPE ROD BRACING RS = THREADS BOTH ENDS 0 3 R S 2 5 1 0 RT =THREADS ONE END -CLEVIS ONE END I E * * F F I I RU = CLEVIS BOTH ENDS DIA LENGTH RP = THREAD BOTH ENDS - NO HILLSIDES REV DAT@08/29/12 FREV. NO. DI MARK NUMBER KEY EN50B1 COMMON GENERATED MARK NUMBERS CLP REO'O W/ THICK FLANCES FLANGE BRACE WILL TYPICALLY CONNECT TO THE WEB OF THE FRAME MEMBER. 0 ALTERNATE CONNECTIONS FLANGE BRACE REQUIREMENTS: RULE#1- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. RULE#2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON CROSS SECTION IS NOT ACCOMPANIED BY (2). RULE#3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB WHEN PART MARK IS ACCOMPANIED BY (2). RULE#4- WHENEVER POSSIHLE, 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" PURUNS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. REV °"F-°'/0'/09" NO.0011TYPICAL FLANGE BRACE CONNECTIONS 2R06AE CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN BASIC ERECTION GUIDE REQUIRED FOR THIS PROJECT: REFER TO: WIDESPAN STRUCTURAL SYSTEM 2013 INSTALLATION GUIDE BUTLER 3 I \-1/2" x 1 1/2' A-325 BOLT (49080) TYP. FLANGE BRACE REQUIREMENTS: PORTAL COLUMN DEPTH FLANGE BRACE < 24" HF23060 > 24" do < 36" HFB41D6 > 36" HFB6032 �] FIELD DRILL 9/16" HOLES IN PRIMARY AND PORTAL FRAME WEBS FOR FLANGE BRACE CONNECTIONS. © DRILL 9/16" HOLE IN PORTAL FRAME COLUMN WEB APPROX. 2" FROM BOLTING PLATE ® BEAM CL. f. 0"1£:03/17/11 IRIEV. NO. 03 PORTAL FRAME DETAIL BR12J1 CONNECTION TO FRAME GAGE POST 8 1/2" POST SHOWN 10" POST SIMILAR GAGE POST I' I I FACTORY ATTACHED II qGPBC- (095872) ASER FACTORY ATTACHED: GAGE POST BASE CLIPS III ,1) GPBC_ ATTACH WITH III ,4) 1/2" x 1 1/2" III A325 BOLTS (49080) til (4) 1/2" DIA. WASHERS III REQUIRED AS IREV DATE:01/30/14 IREV. NO.00REV. DATET13/28/13 IIEV. NO. 01 GAGE POST BASE CONNECTION ENBCO2 BASIC ERECTION GUIDE —STRUCTURAL PF13D2 FACTORY ATTACHED BASE CLIP 11 THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE 3/4" DIA. ANCHOR RODS APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT REQUIREMENTS SPECIFIED BY BUTLER. 3/4" FLAT WASHERS THE BUTLER MFG. ENGINEER'S SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER MFG. * 8 1/2" POST REQUIRES `1 DESIGN OF ANY OTHER PRODUCT OR (2) ANCHOR RODS s DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. 10" POST REQUIRED ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, REQUIREMENTS SPECIFIED BY BUTLER. (4) ANCHOR RODS ANCHOR RODS, NUTS AND WASHERS ARE BY BUILDER IREV DATE:01/30/14 IREV. NO.00REV. DATET13/28/13 IIEV. NO. 01 GAGE POST BASE CONNECTION ENBCO2 BASIC ERECTION GUIDE —STRUCTURAL PF13D2 FACTORY ATTACHED BASE CLIP 11 THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT THE BUTLER MFG. ENGINEER'S SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER MFG. NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE: BY: I DESCRIPTION: DRAWING SCALE: NTS ENDPOST BR25A3 PRIMARY BRACING SED'S BUILDER: North Valley Building Systems, Inc. CUSTOMER: 160231240 LOCATION: Chico, California PROJECT. Wendell Sorenson BUILDER'S POM: BRACE (GFB- OR HFB-) hjl. RAKE BEAM ENDPOST TOP BRACING ENDPOST WITHIN 6" (152mrn) OF PURLIN C 85445 + ' EXR Wit$ \\ CNiv JOB k 160231240 DATE: 10/31/2016 BUTLER -. Butler Manufacturing VPC VERSION: 2016.1 d DRAWNICHECK: SCN / PAGE 22 a dMsion of Blu"Scope Building, Nonh A—uica, Inc. VPC FILENAME 16-023124-01 '----�� GUSSETS WHEN REQUIRED BY DESIGN "" GUSSETS WHEN REQUIRED BY DESIGN II IIGUSSETS WHEN REQUIRED BY DESIGN STITCH * OR "*" GUSSETS WHEN REQUIRED BY DESI N OR TY 1 1/2" - 3 (10 GA. WEB) CJP _`'� CJP TYP 2 - 5 (3/16 & 1/4 WEB) ALTERNATE 4 - 8 (5/16 - 1/2 WEB) * BOLTING * PLATE I 1 % �- ROWS ROWS OUT ROWS -ROyrg ROWS OUT OUT OUT * �-�' TYP ALTERNATE * BOLTING V TYP PLATE ` OR ALTERNATE ROWS Cil BOLTING OR CJP ROWS ROWS IN ALTERNA PLATE ROWS ABOLTIN ALTERNATE E IN BOLTIN % SIN"--- BOLTING ;�`----- OR PLATE CJ P ', -- LATE PLAT RIDGE � ROW I `- i / OR \ CJP CJP — / 1 OR ROWS OUT CJP CJP STITCH 1 1/2" - 3 (10 GA. WEB) STIT \ ,,,"2 - 5 (3/16 & 1/4 WEB) * * 1 1/2" - 3 (10 GA. WEB) CJP ~� * 4 - 8 (5/16 - 1/2 WEB) ALTERNATE Ci P * 2 - 5 (3/16 & 1/4 WEB) * �� BOLTING �' 4 - 8 (5/16 - 1/2 WEB) PLATE REV. DATE: 01113/14 REV. NO. 02 HAUNCH / COLUMN CONNECTION REV. DATE: 01113/14 REV. No. 02 LOW SIDE HAUNCH CONNECTION REV. DA?E: 01113/14 REV. NO. 02 HIGH SIDE CONNECTION REV. DATE 01!13114 REV. NO. 02 BOLTED RAFTER SPLICE CONNECTIONS TOP BOLTED WELD STD. FACE BOLTED WELD STD. BOLTED WELD STD. WELD STD. STITCH 1 1/2" - 3 (10 GA. WEB COLUMN (CX—) OR (IC COLUMN (TCX—) OR (PCX—) 2 - 5 (3/16 & 1/4 WE CJP 4 - 8 (5/16 - 1/2 WEB) i i CJP FLANGE CHANGE CONNECTION SPLICE TUBE OR PIPE COLUMN CJP STIFF. (S.W.) V_\ .... CJP RANDOM SHOP SPLICE BASE PLATE i I BASE PLATE <CJP TYP. CJP DESIGN MEMBER DEPTHI r= REV.DATE: 2/23112 1REV.NO. 01 FRAME CONNECTION AT INTERIOR COLUMN WELD STD. REV. DATE: 2123112 REV. NO. 01 TYPICAL BASE PLATE CONNECTION BASE PLATE TO COLUMN WELD STD. REV.DATE: 2!23112 REV.NO. O7 TYPICAL BASE PLATE CONNECTION BASE PLATE TO COLUMN WELD STD. REV.DATE: 2123112 IREV. NO. O1 VARIOUS RANDOM SHOP SPLICE SHOP SPLICE WELD STD. MINIMUM FILLET WELD FLUSH - UNSTIFFENED The Table below shows Code minimum welds for AlSC&CSANV59.GENERAL weldshownonEngineering Weld Standard or on fabricationdocuments LANGE PLAT GENERAL NOTES: NOTES: 0 0 0 0 0 0 0 0 0 0 0 0 0 0If o 0 0 0 0is are less than these, then the weld size shown belowTHE FILLET WELD SHALL BE CONTINUOUSL 1-` IT0. 11' to be used, based on the material thickness being joined. SUBMERGED ARC WELDED ONE SIDE of THE 1. SEE FRAME CROSS SECTION FOR BOLTING PLATE° AISC TABLE J2.4 & AWSD1.1 5.8 WEB TO BOTH FLANGES AS ILLUSTRATED. THICKNESS AND NUMBER OF ROWS OUT AND IN. 0 0 MINIMUM GMAW FILLET WELD SIZE !WEB PLATE THE MINIMUM FILLET WELD SIZE SHALL B 11 12 13 14 51 52 53 54 Minimum Size Base Metal Thickness m* ofFiiletWeld /( TAKEN FROM TABLE BELOW. _ 2. MIN. BOLTING PLATE WIDTH = FLANGE SIZE (6" EXTENDED-UNSTIFFENED in. mm in. mm MIN.) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 T<1/4 T<6 118 3 O OO O OO114<T<112 T<12 3116 5 MIN. 0 0 0 0 0 0 3. SIZE OF WELDS UNLESS NOTED ARE BASED ON o ° 0 0 nIT MINI MUM FILLET WELD SIZES (USA, CANADA& MEXICO) (AWSD1.1-TABLE 5.8) 112<T<314_ 12<T<20 114 6 MATERIAL THICKNESS FLANGE THICKNESS 314<T 20<T 5116 8 3lOVER 31 32 33 71 72 73 * T = Thickness of the thinner part joined (USA, CANADA & MEXICO) THICKNE SS OR 114" 5116" 318" 112" 518" 314" T• 1118• 1114" 11/4" Assumes low hydrogen welding process using GMAW filler metal LESS EXTENDED -STIFFENED (GUSSET) 10GA 118" 1181• 118" 118"118!1 1/E•' 118" tre'• Ila" lie" its" class ER70-3 (B-G49A 2C G3) or SAW filler metal class F7A0- EM13K (F49A2-FM13K). O O O 0 O O OO 0 0 O OO OO OO OO OO OO 0O OO BOA 118" 118" 1r8" 118" i!8" 118" 1/81' 1181• 1/8" 118" 118" 3116 118" 1!8" 1181' 118'• 1/81' 1181• V8" 1!8" 3116" 3116" 3116" FILLET WELD ASSEMBLY (AWS D1.1-06 Sec 5.22.1) O O 114" 118" 1181• 118• 118" 118" 118" 3/16 3116" 3116" 3116" Gaps in parts to be joined by fillet welds may have a sr16 1 3116 3116" 3118" 3f16" 3116 3118 9116" 3/16" 3!16" OO o. gap of < 1116" with no adjustment in weld size. 318 1/8' 118" 3116' 3116" 316" 316' 3116" 3/16" 3/16" 3116" 3116" " 111•• 1181• 1!8'• 3/16" 3116" 3118" 3/16•• 3116•' 3116" 3/16" 3116" 3116• Gaps > 1116" but < 31161 fillet weld leg must be increased 81 82 83 5/8" V8" 118'• 3116" 3116" 3116" 1/4" 114" 114" 1/4" 1/4" 114•' by the amount of the root opening. 41 42 43 Minimum bolt spacing is 3" U.N.O. ? 314" 118" 118•• 3116" 3116" 3116" 1/4" 114" 506" 5116" IN 5116" 5/161' Gaps > 3116", corrective work is required to bring parts SEE "BOLTED END-PLATE CONNECTION" SECTION OF DESIGN CALCULATION FOR PLATE ID Into acceptable contact. Oi 03 REV. DATE'. 2123112 REV. NO. 01 GENERAL WELD REQUIREMENTS REV. DATE: 2123112 REV. NO. 01 TYPICAL NOTES REV.DATE: 2123112 REV. NO. REV.DATE: 01113/14 REV. NO. GENERAL NOTES BOLTED END-PLATE CONNECTION LAYOUT WELD STD. TYPICAL SECTION THRU BUILT-UP MEMBERS Qga qr C85445 �f}q CMV OF CAi.�F THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF♦1 BUTLER MANUFACTURING MRD50 DRAWING ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE \ „ 1540 GENESSEE ST. KANSAS CITY, MO 64102 MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT v REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT REV DATE: BY: DESCRIPTION: BUILDER: North Valley Building Systems, Inc. JOB# 1602312401 THE BUTLER MFG. ENGINEER'S SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER MFG. CUSTOMER: DATE: NOTAPPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE10/31/2016 eV%LER 1 0/3 112 01 6 DESIGN OF ANY OTHER PRODUCT OR LocnnoN: Chico, California GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS ® DRAwN/cHECK: COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. PROJECT: Wendell Sorenson Butler Manufacturing SCN ! H.A TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PAGE: VPCVERSION: 2016.1d 23 REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BUILDEWSPOH: a division of BlueSoope Buildings North Amenia, Inc VPC FILENAME 16-023124-01 Secondary Part Schedule Depth La Detail 0 Secondary Bracing Schedule Mark Part Thick. De P P Qty Mark No Spacing El 08E2911414BDB31 0.0790 8 1/211 RS12PF, RS12PE, RS12PJ 1 40 CPBRB010510 1'-11, E2 08E2811414DDB31 0.0790 8 1/211 RS12PA, RS12PE, RS12PJ 2 240 CPBB050108(Typ.) 5'-0" E3 08E2811414BDB31 0.0790 8 1/2" RS12PF, RS12PE, RS12PJ 3 40 CP13B030414 3'-3 5/16" P1 08Z3311411B5B3 0.1130 8 1/2" 3'-10 1/2" P,S02T1, RSOlTl 4 108 PBA0307 3'-3 5/16"D: SE P2 08Z3311412B5B3 0.0980 8 1/211 3'-10 1/211 RS02T1, RS01T1 See SeeBR0SE, BR09RY, BR09RZ, BR09PH, BR09JH P3 08Z341141544B2 0.0730 8 1/211 2'-10 1/211 RS01T1 BR09JG, BR09K5, BR09K2 P4 08Z341141644B2 0.0680 8 1/211 2'-10 1/2" RS01T1 P5 08Z361141655B2 0.0680 8 1/211 3'-10 1/211 RS01TI P6 08Z341141744B2 0.0600 8 1/211 2'-10 1/21, RS01T1 P7 08Z3211412B5B3 0.0980 8 1/211 3'-10 1/211 RS02T1, RS01T1 P8 08Z3211413B5B3 0.0880 8 1/211 3'-10 1/211 RS02T1, RSO1T1 OPart Mark Key 1 002SGA19001 2 002SGA18064 3 OOISGA19001 4 001SGA18064 1 2 3 4 5 6 7 8 9 10 11 12 BL 0-0 \/ 0-0- 0-0E 0-0 0-0 0-0 I I I I I I 1 I 1 I I I I I I I I I 1 I P1 P7 I I I I I I 1 I I I I I I I 1 1 I I 1 I Pl P7 I I I I t I I I I I I I I I I I I I I I I I t I I I 1 I I I I I I I I I I I 1 I 1 I I I 1 I 1 I I I I I I I I I I 1 I I I I 1 P4(Typ')P8 (Ty I I I I I I I I I I I I I 1 1 I I I A 0i ,P1 ......... ......P3( P T P Ty P T P T P T P T P T P3( .. .7 P1P3 (p . ....... ....... PTY........ ....... POT (........ ....... P-T.................PT`(f.................PT ................PT ({ ................PPY(........ .......P3.(r ....... P7 `�' tp P2I(Typ.) P8(Tyk. I I 1 I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 I I I I I I I I I I I I I I Pl P7 I I I I I I I I I I I I I 1 I I I I I I P1 P7 I I I I I I I I I I I I I I I I I I I 1 „ 1 29'-6" 29'-0" 29'-0" 29'-0" 29'-0" 29'-0" 29'-0" 11 29'-0" 29'-0" 29'-0" 28'-6" 1 320'-0" BL BL 1 6" Dimension Key 1. UNLESS NOTED, USE 112 X 1 112 A325T 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 FILENAME: 16-023124-01 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. ENGIN'EER'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. ROOF SECONDARY PLAN Shape Name = Rental Building 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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 REV: DATE: BY: DRAWING SCALE: NTS 1013112016 DESCRIPTION: 9:05:56 ROOF SECONDARY PLAN BUR. DER: North Valley Building Systems, Inc. CUSTOMER: LOCATION: Chico, California PROJECT: Wendell Sorenson BUILDERS PO#: C85445 \ _ cro. JOB #: _ 1602312401 DATE: &LffLER 10/31/2016 ® DRAWNICHECK: Butler ManufacturingSCN 1 H.A PAGE: VPCVERSION:2016.1d 24 a division of BlueSoope Buildings North America, Inc. BRACE FRAME BRACE LOCATION LOGAnoN ERECTION NOTE: j USE (1) 11/32" X 1 1/4° USE (2) 1/2" AT EAVE STRUT BEND PBA TABS AND USE (2)11/32" X 1 1/4" T-45 GRAY SECONDARY MEMBER WHEN A CHANNEL BRACE DOES NOT LINE UP WITH ANOTHER GALV. HEX NUTS I T-45 GRAY SCRUBOLT (097352) 47120) LOCATE SCRUBOLT (097352) ANDSCRUBOLT NUT (097267) CHANNEL BRACE OR THE SLOTS IN THE PURLIN WEB FOR A DROP PIN CONNECTION " SCRUBOLT NUT (097267) �1) NUT ON EACH (HEAD OF SCRUBOLT TO BE ON OUTSIDE OF EAVE STRUT) BEND THE CHANNEL TABS TOWARD E CHANNEL HEAD OF SCRUBOLT TO I THE PURLIN WEB AND USE A SELF -DRILLER 55307 TO ATTACH. ( ) PURLIN BRACE BE ON OUTSIDE OF USE TOOPPHO EN OF SAVE PURLIN SEE FACE OF 0 o (CPB-)(TYP.) EAVE STRUT ANTI -ROLL CLIP BRACE ASSY. SAVE STRUT VIEW p I 0Nn (PBA_) FOR TAB ATTACHMENT -- IF PRESENT. I S RUCT. FLANGE BRACE (2) 1/4-14 x 1 1/4" SCREWS (CFO-) OR (HFB-) STRUCT, SCREWS (55307) CLIP REO'D W/ (55307) THICK RANGES FIANGE BRACE WILL TYPICALLY CONNECT TO THE WEB OF THE FRAME MEMBER. _-_ _ CHANNEL CHANNEL � FACE OF o — BRACE BRACE EAVE STRUT (CPB-) (CPB-) ALTERNATE CONNECTIONS PURLIN I ® y FLANGE BRACE REQUIREMENTS: RULE#1- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. RULE2- SINGLE FLANGE — PURLIN EAVE PURLIN BRACE SAVE BRACES ARE REQUIRED WHEN PART MARK ON DETAIL BR09JG EAVE STRUT USE (2) 1/2" GALV. HEX CROSS SECTION IS NOT ACCOMPANIEDBY - ------PURLIN PBA- AT 8 1 2" 10" ( ) / BRACE STRAP NUTS 47120 LOCATE 1 STRUT T RULE1�3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB WHEN PART MARK IS ACCOMPANIED BY L (1) 1 /4" X 6 1/4" 11 1/2" PURLINS. j (E5B51) AT 8 1 /2", (NOT REQ. AT 7" PURLIN NUT EACH SIE OF PURLIN (2). RULE{�4- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE CENTER OF THE BUILDING. USE WHEN CHANNEL BRACE USE WHEN CHANNEL BRACE DROP PIN (097556) (TYP. PER EACH END) 110 11 1 /2" EAVE STRUT TO 7" EAVE STRUT) (JCP051050) AT 7" EAVE STRUT EAVE PURLIN BRACE ASSY, RULES- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME DOES LINE UP WITH THE DOES NOT LINE UP WITH I p PURLIN (PBA-)(TYP.) SIDE OF THE FRAME WEB. SLOTS IN THE PURLIN WEB, THE SLOTS IN THE PURLIN WEB. (I AVE STRUT NOTE: SEE ERECTION DRAWINGS ** 10" & 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. FOR LOW OR HIGH EAVE LOCATIONS. FOR LOCATION MY °A"°'/°1/0q I "E". NO, 00 1 TYPICAL FLANGE BRACE CONNECTIONS REV. DATE:°`i CHANNEL BRACE ENDING AT PURLIN WEB REV DALE:°7/01/09 Rte, NO I SINGLE CHANNEL PURLIN BRACE REV DATEUI/07/13 REV No. C4 EAVE BRACE STRAP AND EAVE PURLIN BRACE REV DATE:11/26/12 TEV. NQ D4 EAVE STRUT BRACE — BR06AE CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN BR09JG SELF -DRILLER WITH BENT TABS BR09JH ! ENDING AT PURLIN WEB LOCATION 3R09K2 LOCATED AT EAVE -CENTERLINE OF FRAME BR09K5 NOTE: 1. SEE CHART FOR RIDGE BRACE NEST AND ASSEMBLY SELECTION. (� END FRAME INT, FRAME END BAY INT. FRAME INT. FRAME INTERIOR BAY CHANNELS II 2. NEST CHANNELS TO ACHIEVE TO ALIGN a 5" BETWEEN HOLES AND (1) PURLIN BRACE 1 PURLIN BRACE �) CHANNEL PURLIN BRACE USE DROP PINS TO SECURE. HOLES USED TO o J 0 0 CHANNEL CHANNEL o J o a ADJUST. CODES (CPB-)(TYP,) SECTION (2) PURLIN BRACE (2) 1/4" x 6 1/4" WITH DROP CHANNELS J J 0 0 (2) PURLIN BRACE GAGE j DROP PINS (097556) PINS (3) PURLIN BRACE J J CHANNELS 0 J J 0 1 EIGHTHS S o CHANNELS INC EH LENGTH (4) PURLIN BRACE (4) PURLIN BRACE j (millimeters) CHANNELS J J J J CHANNELS JJ J ,SHAPE I " TYPICAL CLUSTER 3n TYPICAL CLUSTER DEPTH CHANNEL \ARIDGE CE STANDARD NOTES: STANDARD NOTES: DEPTH SHAPE GAGE SSEMBLY - PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES. - PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES. 07 = 7" Z =ZEE 11 = 0.113 R- ' (C711 THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: 08 = 8 1/2" C = CEE 12 = 0.098 PURLIN E 0 - DO NOT INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. 0 - DO NOT INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. 10 = 10" E = LOW EAVE STRUT 13 = 0.088 H = HIGH EAVE STRUT = 11 1/2" 14 = 0.079 ] - INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. ] - INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. (1) 1/4" X 6 1/4" SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS. SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS. 15 = 0.073 DROP PIN (097556) PURLIN 16 = O.068 (TYP. PER EACH END) - INSTALL PURLIN BRACES AT THE RIDGE AND WORK TOWARD THE EAVE. - INSTALL PURLIN BRACES AT THE RIDGE AND WORK TOWARD THE EAVE. i7 = 0.060 - CHANNEL BRACE MAY BE LOCATED IN EITHER SET OF SLOTS IN CLUSTER CHANNEL BRACE MAY BE LOCATED IN EITHER SET OF SLOTS IN CLUSTER PROVIDED THEY ARE ALIGNED FROM EAVE TO EAVE IN A GIVEN BAY. PROVIDED THEY ARE ALIGNED FROM EAVE TO EAVE IN A GIVEN BAY. I REV. 0ATE07/01/W REV NO. 001 SINGLE CHANNEL PURLIN BRACE REV. DATE. 07/Ot/D9 REV. N4. OD CHANNEL RIDGE BRACE ASSEMBLY REV, `ATEc07/01/09 REV, NO, 00 PURLIN BRACE CLUSTER LOCATION �R`I.v. °"TE:07/0I/Dg �V. "°.°° PURLIN BRACE CLUSTER LOCATION R". °rTE;07/01/09 `EY SECONDARY PART MARK NUMBER BR09PH INTERMEDIATE LOCATION BR09PK SINGLE BRACE AT SYMMETRICAL RIDGE BR09RY END BAY CHANNEL LOCATION BR09RZ INTERIOR BAY CHANNEL LOCATION EN51B1 COMMON GENERATED MARK NUMBERS ERECTION DRAWING PART MARK PGI CLIP Ui IT ° V ADJUST. CODES I ° ° GAGE j 9 EIGHTHS �dPR!ES 11/4 INCHES1 LENGTHFFFTI millimeters 1 W 1 B 3 WELDED CLIP CONNECTION AMr BOLTED CLIP CONNECTION ALT. CONNECTION FR ALT. CONNECTION SHAPE DEPTH I BAY NUMBER RIES COUNTER 48' LIP a CANOPY (C)/PARTITION(P)/ DEPTH SHAPE GAGE ROOF(R)/WALL(W) NUMBER Or, 07 = 7" ZS = ZEE 11 = 0.113 08 = 8 1/2" CS =CEE 12 = 0.098 CLIPS MAY BE REQUIRED FOR i 10 = 10" ES =LOW EAVE STRUT 13 - 0.088 HS - HIGH EAVE STRUT BUILDING SHAPE 2 1 2 2 5 8 / " / " PURLIN TO FRAME CONNECTIONS, ° REFER TO INDIVIDUAL FRAME _ = 11 11 1 /2" 14 = 0.079 e BB = BACK TO BACK CEE 15 0.073 THE BAY BUNDLE CODE IDENTIFIES SE IONS FOR BO LTE = FB = FACE TO BACK CEE FF = FACE TO FACE CEE 16 - 0.068 THE BUILDING CANOPY/PARTITION/ CRIPSS THDEIR ` LOCATIONS. � �+ 17-0.050 � ROOF/WALL PLANE AND BAY � �� 085445 7- & 8 1/2" PURIJNS EV. 091=1a OF CALF REV. OATE.07/DI/Q9 I REV, ND.W SPECIAL SECONDARY PART MARK KEY COMMON GENERATED MARK NUMBERS REV, DAT'E:01/31/13 REV. Na 01 SECONDARY BUNDLE LOCATION KEY ALL SECONDARY DEPTHS REV. DATE 07/01/06 1 REV. No. oO PURLIN AND GIRT SIZES 8 1/2" 216mm REV. DAMO6/17/15 IREV. N0-02 PURLIN CONNECTION AT INTERIOR FRAME CONTINUOUS PURLINS EN51 B2 EN 51 B3 EN53F1 RS01 T1 1. UNLESS NOTED, USE 1/2 X 1 AND NUT (47120) BOLT (LL THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE BUTLER MANUFACTURING R ROOF SECONDARY SED'S 1 N BOLTA325 SE W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 1540 GENESSEE ST. KANSAS CITY, MO 64102 STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REVDATE: e7/: DESCRIPTION: BUILDER: North Valley Building Systems, Inc. ro6a 1602312401 OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR ��" THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: DATE: LocATION:BUTLER Chico, California 1013112016 DRAWNCHECK COMPONENT FURNISHED BY BUTLER EXCEPT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS TO ANY DESIGN OR PERFORMANCE DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: Wendell Sorenson Butler Manufacturing SCN I H.A DRAWING SCALE: NTS BUILDER'SPO#: PAGE: 25 REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. wCVERSION: 2016.1d VPCFEFNAME: 16-023124-01 10/312016 SEDSheat 90556 a division d BlueScope BuilkI North Ann rca, Inc. WELDED CLIP CONNECTION F,yQ RAKE BEAM — RS02T1 ENDBAY ROOF PURLIN P���S b •���`4 PURLIN CONNECTION TO END FRAME CONTINUOUS PURLINS SHIM PLATE EAVE STRUT) BOLTED CLIP CONNECTION EAVE STRUT BRACE STRAP — ALT. CONNECTION 2.0 TO 2.49 (ESBS1) AT 8 1/2", 10", 11 1/2" PURLINS. USE 2.5 TO 3.49 MAY BE REQUIRED FOR (JCP051050) AT 7" PURLINS. N TO FRAME CONNECTIONS. r 2 TO INDIVIDUAL FRAME LOW EAVE STRUT SHOWN — HIGH EAVE STRUT USES SIMILAR PARTS. S SECTIONS FOR BOLTED SHIM PLATE - PART NUMBERS AND THEIR (SEE CHART) TIONS. (2) 1/2" X 2" OB #. STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION A325 BOLT (097280)— P���S b •���`4 PURLIN CONNECTION TO END FRAME CONTINUOUS PURLINS SHIM PLATE ROOF PITCH RANGE PART NUMBER .25 TO 1.99 N A 2.0 TO 2.49 ESH1 2.5 TO 3.49 ESH2 3.5 TO 4,00 1ESH3 RS12PA (4) 1/2" A307 THIN HEAD BOLT (096636) & NUT (095032) HEAVE STRUT EAVE STRUT I BRACE STRAP (ESBS1) m i I 1 SHIM PLATE (SEE CHART) I PLATE (EAP1) SIDEWALL OR SOLDIER COLUMN EAVE STRUT (4) 1/2" A307 THIN HEAD BOLT (096636) & NUT (095032) ROOF BEAM �fRAME OR SOLDIER COLUMN ROOF PITCH RANGE SHIM PLATE BOLT EAVE STRUT AND EAP1 PLATE TO FRAME W/ (8) 1/2" X 2" A325 BOLT (097280) ROOF PITCH PART RANGE NUMBER TO 1.99 N/A 2.0 TO 2.49 N/A 2.0 2.5 TO 349 ESH1 3.5 TO 4.00 ESH2 LOW EAVE STRUT SHOWN — HIGH EAVE STRUT USES SIMILAR PARTS. EAVE STRUT CONNECTION RE" 0d1Ei03/2"^5 1REN. NO 04 EAVE STRUT W/ ATTACHMENT PLATE AT INTERIOR FRAME RS12PE INTERIOR FRAME N DTE: EAP2 PLATE ONLY REDID. WHEN CALLED OUT ON FRAME CROSS SECTION r 1I SHIM PLATE 1 (SEE CHART) PLATE (EAP2) , SI DEWALL < OR SCLDIER COLUMN --� SHIM PLATE ROOF PITCH RANGE PART NUMBER .25 TO 1.99 N/A 2.0 TO 2.49 N/A 1.5 TO 3.49 ESH1 3.5 TO 4.00 ESH2 ROOF BEAM 11� PURLIN SAVE STRUT INSERT PANEL CLIP ADAPTER (0543130) THRU HOLES AND O BEND TABS AWAY FROM SPLICE. PANEL CLIP ADAPTER USE A PANEL CLIP ADAPTER AT THE ENDS OF PURLINS OR EAVE STRUTS WHERE A PANEL CLIP OR PANEL EAVE ATTACHMENT MUST BE MADE. REV. 17/35/09 1 �v. N° 00 PANEL CLIP AT EAVE STRUT RS12PJ LOCATED WHERE STRUT STOPS BUT CONNECTION REQUIRE C $5445 � t t$ CN1l_ `g OF CRI�F THE BUTLER MFG. ENGINEER'S SEAL APPLIES BOLT EAVE STRUT AND EAP2 PLATE TO FRAME W/ 1. UNLESS NOTED, USE 112 X 1 1/2 A325T BOLT (49080) AND NUT (47120) (6) 1/2" X 2' BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE A325 BOLT (097280) 1540 GENESSEE ST. KANSAS CITY, MO 64102 ROOF SECONDARY SED'S 2 *1'-0" AT 7" & 8 1/2" OUTSET r 1'-3" AT 10" & 11 1/2" OUTSET LOW EAVE STRUT SHOWN — HIGH EAVE STRUT USES SIMILAR PARTS. l DAIE:03/26/15 REV. NO. oz EAVE STRUT W/ ATTACHMENT PLATE END FRAME RS12PF INSERT PANEL CLIP ADAPTER (0543130) THRU HOLES AND O BEND TABS AWAY FROM SPLICE. PANEL CLIP ADAPTER USE A PANEL CLIP ADAPTER AT THE ENDS OF PURLINS OR EAVE STRUTS WHERE A PANEL CLIP OR PANEL EAVE ATTACHMENT MUST BE MADE. REV. 17/35/09 1 �v. N° 00 PANEL CLIP AT EAVE STRUT RS12PJ LOCATED WHERE STRUT STOPS BUT CONNECTION REQUIRE C $5445 � t t$ CN1l_ `g OF CRI�F THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MANUFACTURING 1. UNLESS NOTED, USE 112 X 1 1/2 A325T BOLT (49080) AND NUT (47120) ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE 1540 GENESSEE ST. KANSAS CITY, MO 64102 ROOF SECONDARY SED'S 2 W/0 WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR T HAT PURPOSE. IT 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BF MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT REV. DATE: ev: DESCRIPTION: BUILDER: North Valley Building Systems, Inc. OB #. STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION THE BUTLER MFG. ENGINEER'S SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER MFG. 1602312401 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: DATE: OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. NOT APPLY TO THE PERFORMANCE OR LOCATION. Chico, California BUTLER 10/31/2016 oRAwwcNEae DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. Butler Manufacturing SCN / H.A PROJECT: Wendell Sorenson TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PALL REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. oRnwwcs0n e: NT$ BUILDERS PO# VPCVERSION: 2016.1d 26 10/31/2016 SEOShe"t 9.05:58 a division of BlueScoae Buik!i"gs North Ar ca, Inc. VPC FILENAME: 16-02312401 VPC FILENAME: 16-023124-01 10/3112016 9:06:00 a division of BtueSmpe Buildings North America, Inc. 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O1 Ln tD W N m O tj ' D r c Z C D m (n D Do 3 75' O nc m z Z Z O H D H H A C) O N a o I�J 137 71 H D 0 6 UA o m � m m a (n a s 0 O G] z m a H y X n O C-) "C z O N J �A O W rn M O N H lD w m Ln 41 H 3 v H H H v o CD H � D H = Sll TT N � 3 c y S. 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Depth G17 00111ZS071101600 0.0680 11 1/2" G18 JCPOS1080 0.0680 11 1/2" G19 11Z0302416GLOO 0.0680 11 1/2" G20(Flip) 11C2611411GG00 0.1130 11 1/2" G21 0.0000 11 1/2" G22 JCP051140 0.0680 11 1/2" H6 00111JS2200016 0.0680 11 1/2" H7 00611JS2200016 0.0680 11 1/2" J10 00011JS0511416 0.0680 11 1/2" ill 00711JS0511416 0.0680 11 1/2" J6 00211JS0807216 0.0680 11 1/2" J7 00311JS0807216 0.0680 11 1/2" J8 00411JS0507216 0.0680 11 1/2" J9 00511JS0511416 0.0680 11 1/2" Lap Detail WSR001, WS01K2, WS20F2, WS01K2, WS20F2, WSO1K2, WS01K2, WSOlL2 WS01K2, WSO1L2 WS20F9, WS21D1 WS20F9 WS20F2, WS20Bl, WS20F9, WS20B2, WS20F9, WS20F2, WS20B2, WS20B8 WS20B1, WS20H1 WS01L2, WSR004 WSO1L2 WS01L2 WS2OH1 WS20BB WS20B2, WS20B8 Framed Opening Locations Id Width Height Sill Ht. Frame To Dimen. Description F01 22'-0" 6'-0" 9'-0" 1 Jamb -L 1'-6" Rental - Canopy Framing for 22 x 6 F02 22'-0" 6'-0" 9'-0" 2 Jamb -L 4'-0" Rental - Canopy Framing for 22 x 6 4 4'-0" 3 2'-6" 2 3'-6" 1 1'-6" Dimension Key 9 GFA106 8 GFA206 7 G22 6 G18 5 C19 4 GC5 3 PGV1067 2 PG1 1 JTG2 Field Built Canopy To Cee Connectio (Member and design Not By Butler) FZ10 6U'LT CANOPY (Member and Design /r Not By Butler) R3 Ri 22'-0" Flr'LD INSTALLED VERTICAL C (NOT PY BUTLER) TO CARRY VERTICAL LOADS. ATTACK TO EAC44 CANOPY FRAME AND DOOR -05T AT EAC44 END. 1) SU--"ORTED F -Y DOORrOST AT EACH 546E OF 0 ---NI Cs G F D B A G21 G21 Z'7 HI 7 F01 m .-+ F02 i1 I I G20 (Flip) -G20 (Flip) 0 2 1 l O 2 1 0 H G17 (Typ. ,` G17 (Typ. )-- I -� C) r o 00 0 I BL OPart Mark Key Fil 1, 10'-0" 27'-6" CL FBI CL 75'-0" SECONDARY ELEVATION AT 12 Shape Name = Rental Building, Wall = 3 27'-6" CL 10'-0" BL i C 85445 Ie it CNiti ire/� f,e 1. UNLESS NOTED, USE 112 X 1 112 A325T 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. U1(c4c) E R` •50 LFrFT +=0 L5,F- + OR - 110 LE3, T NEGT R2 -50 L13rF1 -40 LB/FT • OR - 110 LB/FT NEC) R30) -105L54--T -15 L5,*T • OR - 2f0 1 B FT NECs 1) SU--"ORTED F -Y DOORrOST AT EACH 546E OF 0 ---NI Cs G F D B A G21 G21 Z'7 HI 7 F01 m .-+ F02 i1 I I G20 (Flip) -G20 (Flip) 0 2 1 l O 2 1 0 H G17 (Typ. ,` G17 (Typ. )-- I -� C) r o 00 0 I BL OPart Mark Key Fil 1, 10'-0" 27'-6" CL FBI CL 75'-0" SECONDARY ELEVATION AT 12 Shape Name = Rental Building, Wall = 3 27'-6" CL 10'-0" BL i C 85445 Ie it CNiti ire/� f,e 1. UNLESS NOTED, USE 112 X 1 112 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. THE 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 R 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 MAYBE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. C BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 SECONDARY ELEVATION AT 12 REV. DATE: BY: DESCRIPTION BUILDER: North Valley Building Systems, Inc. CUSTOMER: LOCATION: Chico, California PROJECT: Wendell Sorenson BURDER'sPok: a division B(J%IX ® Butler Manufacturing vPcvERsloN: 2016.1d of Bh,escope Buildinas North America, 1602312401 X160 Dn0/ 10131/2016 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. DRAWN/CHECK: SCN / H.A PAGE: 29 Inc. DRAWINGSCALE: NTS VPC F11 ENAd1 E: 16.023124-01 VPCFILFNAME: 16-023124-01 10131/2016 9:06:03 a division of ESIueSmpe Buildings North America, Inc. BRACE ¢ FR*A BRACE LOCATION LOCATION ROOF SECONDARY MEMBER ° I °°I 2' 0 0 0l — —— — — — — — — — — — — — — --- — FLANGE BRACE (GFS-) OR (HFB-) ADJUST. CODES GAGE millimeters CLIP REO'D W/ THICK FLANGES FLANGE BRACE WIIL TYPICALLY SHAPE CONNECT TO THE WEB OF THE FRAME MEMBER. DEPTH 0 ALTERNATE CONNECTIONS DEPTH SHAPE GAGE FLANGE BRACE REQUIREMENTS: 07 = 7" Z = ZEE 11 = 0.113 08 = 8 1 /2" C = CEE 12 = 0.098 RULE#1- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. 10 = 10" E = LOW EAVE STRUT 13 = 0.088 RULE#2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON 11 = 11 1/2" H = HIGH EAVE STRUT 14 = 0.079 CROSS SECTION IS NOT ACCOMPANIED BY (2). 15 = 0.073 RULE#3— FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB WHEN PART MARK IS ACCOMPANIED BY (2). 16 = 0.068 RULE#4— WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE 17 = 0.060 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, GATE: 0'701/09 RV NO OD TYPICAL FLANGE BRACE CONNECTIONS KV. °AT607/01/09 REV, N0. 00 SECONDARY PART MARK NUMBER BR06AE CONT. PURLIN LAP SHOWN, CONT. GIRT do SIMPLE PURLIN E_ B 1 COMMON GENERATED MARK NUMBERS NOTE: BEFORE FASTENING THE CEE MEMBER TO THE ZEE 3 1/2" 3 5/8" MEMBER, BE SURE TO CLAMP THE CEE AND ZEE AT THE COMMON INSIDE CORNER TO ASSURE A TIGHT FIT. VIV4-14 x 1 114" GIRT CLIP ) ( ) THI FS OI (55307) (GCA052060) (WELDED)T THIRD POINTS GCD052060 BOLTED 3 1/2" EN53H1 358" PURLIN / GIRT 11 1/2 292mm ZEE GIRT SHOWN CEE GIRT SIMILAR I I I I i I I I I I 1 GIRT CUP (GCE—) MAY BE SHOP WELDED (GCB_ OR GCL) GIRT FILLER ANGLE (GFA—) W/ (4) 55307 7 , 8 1/2", 10' GIRTS E-11/02/11 REV N0. 01 1 GIRT CONN. AT COLUMN WS01K2 I SPECIAL SET OR FLUSH GIRTS OR INSET LARGE FLANGES 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T 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 PROHIBrTED. VPC FILENAME: 16023124-01 WSO1 AV ERECTION DRAWING PART MARK LL C ADJUST, CODES P GAGE D EIGHTHS I \ INCHES LENGTH 1 -WI B 3 P-P-� (millimeters) DEPTH SHAPE CAGE 07=7" ZS ZEE 11 =0.113 08 = 8 1/2' CS = CEE 12 = 0.098 10 — 10" ES = LOW EAVE STRUT 13 — 0.088 11 = 11 1/2" HS = HIGH EAVE STRUT 14 = 0.079 DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. BB = BACK TO BACK GEE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, REQUIREMENTS SPECIFIED BY BUTLER. FB = FACE TO BACK CEE 15 = 0.073 FF = FACE TO FACE CEE 16 0.068 17 = 0.060 E. 07/DI/09 I REV. NO, alp SPECIAL SECONDARY PART MARK KEY EN5182 COMMON GENERATED MARK NUMBERS � BAY NUMBER CANOPY (C) /PARTITION (P)/ ROOF(R)/WALL(W) NUMBER BUILDING SHAPE THE BAY/BUNDLE CODE IDEN IIHES THE BUILDING CANOPY/PARTITION/ ROOF/WALL PLANE AND BAY E:01/31/13 REV. N0, 01 SECONDARY BUNDLE LOCATION KEY EN 51 B3 I ALL SECONDARY DEPTHS I I I A I I e` I o c II , a d, �Pp S�GO�pP Jq COLUMN CEE GIRT DEPTH FSNR AT THIRD IS 1 1/2' LESS POINTS (55307) THAN ZEE GIRT. 4. 4 SECTION A — A GIRT CONN. AT COLUMN OUTSET SIMPLE ZEE W/ NESTED CEE GCZZ- BOLTED —� GCZ— WELDED GIRT FILLER ANGLE (GFA—) W/ (4) 55307 WS01 L2 �— 11 1/2" GIRT CLIP (GCZZ-) MAY BE SHOP WELDED (GCZ-) 11 1/2" GIRTS GIRT CONN. AT COLUMN INSET OR FLUSH GIRTS L-ZEEGIRT SHOWN CEE GIRT SIMILAR WS01 G2 11 FIELD LOCATE AND DRILL (2) 9/16' DIAMETER HOLES IN CEE GIRT TO ATTACH JAMB (2) 1/2' X 1 1/2- A325 BOLT (49080) 7" & B 1/2" GIRT CUP (P01) 10" & 11 1/2- GIRT CLIP (CCD—) MAY BE SHOP WELDED (GC1 OR GCA-) GIRT CONN. AT COLUMN' I" "`"' """° OUTSET SIMPLE GIRTS WS01 G3 SECOND CFE ON A DOUBLE JAMB IS HELD BACK 6" FROM EACH END OF MAIN JAMB. a IY �a h, I CEE IRT (JAMB I SUPPORT I CLIP gTION GIRT) (GC5) DOUBLE JAMB CONNECTION (2) 1/2" A307 THIN HEAD BOLT (096536) & NUT (095032) A JAMB, SINGLE OR qA DOUBLE I I SECTION A—A JAMB CAN BE 1 1/2' DEEPER THAN THE JAMB SUPPORT GIRT ALJGN JAMB AND GIRT AT BL. "° °' JAMB TO GIRT WS20B1 ANY JAMB, ANY CEE GIRT THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT THE BUTLER MFG. ENGINEER'S SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE W ITH THIS COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. ZEE GIRT GIRT CLIP (PG1) MAY BE SHOP WELDED (00 OR GCA—) 7" & 8 1/2" GIRT GIRT CONN. AT COLUMN OUTSET CONTINUOUS GIRT C BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 _V. DATE: BY: DESCRIPTION: DRAWING SCALE: NTS 10131/2016 SEDSheel 9:06:03 4E LI 2 1/2" 2 5/8" N 00 EN53F1 WSO1H2 PURLIN AND GIRT SIZES 8 1/2" 216mm 8 1/2" GIRT CLIP (1305) 10" GIRT CLIP (GCE-) MAY BE SHOP WELDED (GC2 OR GCB-) COLUMN L -ZEE GIRT SHOWN CEE GIRT SIMILAR WALL SECONDARY SED'S 1 BUILDER: North Valley Building Systems, Inc. CUSTOMER. 1602312401 LOCATION: Chico, California PROJECT: Wendell Sorenson BUILDER'S PO#: 8 1/2" & 10" INSET GIRT GIRT CONN. AT COLUMN INSET GIRTS C85445 EXP, a,!Win Ia :"s?. CN1ti JOB # 1602312401 DATE: 10/31/2016 BUTLER - Butler Manufacturing VPC VERSION: 2016.1d DRAWNICHECK / H.A PAGGE:E: 31 a di&bs d BW"Scope Buildings North A-.., Inc, SECOND CEE ON A DOUBLE JAMB IS HELD BACK S" FROM ORF UP TO 9' X 9' USE (3) 1/4'-14 X 1 1/4" EACH END OF NAIN JAMB, NO CLOSER (55307) LOCATED SHOWN. 3/8' FROM EDGEA OFCLIP 314E APART. SPACING NOT ZZ I FIELD LOCATE AND DRILL (2) 9/16" r 3 DIAMETER HOLES IN ZEE GIRT AOATTACH JAMS ()) 1/2' X 1 1/2" A a JAMB, SINGLE a OR DOUBLE ERr JAMB BASE - CLIP (PG1) e� s I �IpWECTIaN ZEE GIRT \ 1/2' ANCHOR (JAMB SUPPORT A RODS WTH DOUBLE JAMB HARDENED WASHER GIRT) (2) 1/2" A307 THIN CONNECTION HEAD BOLT (096636) JAMB, & NUT (095032) SINGLE OR DOUBLE " DEEPER CONCRETE FSNR--- I II II SECTION A— N. DATE -11/30/15 REV. NO WS20B2 JAMB CAN BE 1 1/2 THAN THE JAMB SUPPORT GIRT. AT 24' O.C. (ONLY EXCEPTION: 11 1 2' JAMB (BY BUILDER) CAN BE USED W/ 8 1/2" GIRT) ALIGN JAMS AND GIRT AT BL. P01 CLIP = 3 3/4' AT 7", 8 1/2% 10" GIRTS A PCV1067 CLIP = 4 3/4" AT 11 1/2' GIRTS T GIRT REV. DATE,07/01/09 F"V tlJl DOUBLE JAMB CONNECTION (2) 1/2' A307 THIN HEAD BOLT (096636) & NUT (095032) ® I FRpo lG 1 1/4 �I S. MAX r —7) 0 I@ w I@ J BASE MEMBFRL <� JAMB CAN BE 1 1/2' DEEPER a THAN THE JAMB SUPPORT GIRT SECTION A—A ALIGN JAMB AND GIRT AT BL. JAMB BASE ATTACHMENT 03 JAMB 0 68 I SINGLE OR DOUBLE JAMB SINGLE OR DOUBLE JAMB, ANY ZEE GIRT WS20,— - --- SILL TO CLIP (PG SILL I EQUAL 3" EQUAL 1 1 I I 0 0 I OPENING I I HEIGHT I I I I I I SECTION A—A SINGLE JAMS ,,,j , / < A307 THIN HEAD BOLT (096636) & NUT (095032) !jW�S�;20FB REV. NO -00 SILL TO JAMB ANY SILL, ANY SINGLE JAMB IRT CLIP (BOLTED)(WELDED) CORNER COLUMN (GC5) (GC2) AT 8 1/2" GIRT (GCE_) (GCB_) AT 10" GIRT ENDWALL GIRT 6 1/2" & tD" INSET SIDEWALL GIRT / k �a IN Nil FRAME GIRT CLIP (BOLTED)(WELDED) GIRT FILLER ANGLE ( xxx )(GC64_) AT 7" GIRT GFA_) W/ (3) 55307 (GC34_)(GC65_} AT 8 1/2" GIRT (GC62_)(GC66_) AT 10" GIRT (GC63_)(GC67_) AT 11 1/2' GIRT xxx _ SEE DETAIL WSR007 FOR BOLTED CUP TO 7" GIRT 8 1/2" & 10" INSET SW GIRTS V. DATL09/10/13 REV N0.00 GIRT CONN. AT CORNER COLUMN WSR004 ANY INSET GIRT AT EW, INSET GIRT AT 5W OPTION FOR 10'S UP TO T X 9' USE (3) 1/4"-14 X 1 1/4" SDS (55307) LOCATED APPROX AS SHOWN, NO CLOSER THAN 3/8" FROM EDGE OF CLIP OR HOLES. SCREW SPACING NOT LESS THAN 3/4' APART, XSINGLE JAMB JAMB BASE O lIl 1//P �I II I P CLP (PGL [2. . UNLESS NOTED, USE 112 X 1 112 A325T BOLT (49080) AND NUT (47120) LANHERS. SNUG TIGHTEN B GE BRACES ARE AN INTEGRAL PART OLTS O OF THE STR ALL ABILITY 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 PROHIBfTED. VPC F0.ENPME: 16-023124-Ot GIRT TO JAMB DEPTH JAMB CLIP 7" 8 1/2" 10" 11 1/2" z 7" JTG3 JTG6 n~ 8 1/2' JTG1 JTG5 JTG7 w F 10" JTG4 JTG2 JTG2 11 1/2' (2) 1/2" X 1 1/2' — A325 BOLT (49080) DI M. A �r--T O 10 SECTION A—A DIM, A 3 1/4' AT 7", 8 1/2', 10" JAMB 6 1/4' AT 11 1/2" JAMB WSR056 A SINGLE JAMB or DOUBLE JAMB WELL (JGC (JGC 1/2" A307 THIN AD BOLT (096636) NUT (095032) GIRT CLIP (SEE CHART) \- ZEE GIRT SHOWN CEE GIRT SIMILAR JAMB CAN BE 1 1/2' DEEPER THAN THE JAMB SUPPORT GIRT. (ONLY EXCEPTION' 11 1/2" JAMB CAN BE USED W/ B 1/2" GIRT) ALIGN JAMB AND GIRT AT BL GIRT TO JAMB FACE OF SINGLE JAMB SECTION A—A WS20E2 DOU1 (2) 1/2" A3C HEAD BOLT (t & NUT (095C DOOR A. EQUAL 3" IOU I1 1 1 I I I I OPENING I I 1 1 HEIGHT 1 1 SECTION A—A JAMB CAN BE 1 1/2" DEEPER THAN THE JAMB SUPPORT GIRT ALIGN JAMB AND GIRT AT BL. GIRT TO JAMB DOUBLE JAMB DOUBLE JAMB III WS20J9 HEADER TO JAMB HEADER TO JAMB GIRT TO JAMB DEPTH JAMB CUP 7" 8 1/2" 10" 1 1/2" = 7' JTG3 JTG6 JTGI JTG5 JTG7 10° JTG4 JTG2 --- 11 1/2" (2) 1/2" X 1 1 A325 BOLT (4` DIM. A ri O to SECTION A— A DIM. A 3 1/4" AT 7", 8 1/2", 10" JAMB 6 1/4" AT 11 1/2' JAMB A "-GLE JAMB WS20F2 LINER HEADER TO JAMB CLIP (PG1) LINER DOOR H FADER HEADER TO CLIP (PGI) DOOR HEADER F 1/2" A307 THIN AD BOLT (096636) NUT (095032) 2T CLIP EE CHART) `J CEE GIRT SIMILAR JAMB CAN BE 1 1/2' DEEPER THAN THE JAMB SUPPORT GIRT. (ONLY EXCEPTION 11 1/2" JAMB CAN BE USED W/ 6 1/2" GIRT) ALIGN JAMB AND GIRT Al BL. GIRT TO JAMB SINGLE JAMB EQUAL 3" EQUA I 1 1 0 0 1 I 1 1 1 OPENING I I HEIGHT SECTION A—A SINGLE JAMB A307 THIN HEAD BOLT (096636) A, NUT (095032) ATE:D7/01/% fNO-00 HEADER TO JAMB WS20F9 ANY HEADER, ANY SINGLE JAMB GIRT CUP (BOLTED) (WELDED) CORNER COLUMN (PG1) (GCI) AT 7" GIRT (PGl) (GCi) AT 8 1/2" GIRT (GC D_) (GCA_) AT 1O" GIRT ENDWALL (GCD_) (GCA_) AT 11 1/2" GIRT GIRT -- ED CLIP} OUTSET ® SINGLE JAMB SIDEWALL GIRT A � 6 ®i ® ` j (4) 1/2' A307 THIN HEAD BOLT (096636) `le EQUAL 3" EQUAL & NUT (095032) A I i I 0° ¢ I N A FRAME I I I � 1 0 0 1 GIRT CLIP (BOLTED)(WELOED) I I ( *** ) (GC64_) AT 7" GIRT GIRT FILLER ANGLE I I OPENING (GC34_)(GC65_) AT 8 1/2" GRT (GFA_) W/ (4) 55307 HEIGHT (0062_)(GC66_) AT 10" CIRT (GC53_)(CC67_) AT 11 1/2" GIRT I SECTION A—A <** - SEE DETAIL WSR002 FOR BOLTED CLIP TO 7" GIRT i rj;"::::1:NS[T GIRT CONN. AT CORNER COLUMN REV. DATE; W'. NO. LINER DOOR HEADER TO JAMB GIRT AT EW, ANY OUTSET GIRT AT SW I WS21 D1 ANY LINER DOOR HEADER, ANY JAMB — THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAW ING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. R IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE ONLY FOR THAT PURPOSE. IT ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES PRIOR W RIAPPROVAL OF BUTLER MFG. IS SOLELY RESPONSIBLE FOR ACCURATE 0 THE GENERAL CONTRACTOR AND/OR ERECTOR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE W rTH THIS THIS DRAWING, ALL APPLICABLE BUTLER MFG. CEE GIRT DRAWING, DETAILS REFERENCED IN ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, O GIRT A ELEVATION I 3 4" 3 3/4" A FIELD LOCATE AND CRT 9/16' INZEE DIATO ATTACH JAMB (2) 1/2 X 1 1/2" EQUAL 3 E i AL A325 BOLT (49080) JAMB CAN BF 1 1/2" DEEPER THAN THE JAMB SUPPORT GIRT, SECTION A— A. (ONLY EXCEPTION: 11 1/2" JAMB CAN BE USED W/ 8 1/2' GIRT) AUGN JAMB AND GIRT AT BL REV. DATE'li/30 5 REV. ND. 03 JAMB BASE TO GIRT WS20H1 ANY JAMB, ANY CEE GIRT [2. . UNLESS NOTED, USE 112 X 1 112 A325T BOLT (49080) AND NUT (47120) LANHERS. SNUG TIGHTEN B GE BRACES ARE AN INTEGRAL PART OLTS O OF THE STR ALL ABILITY 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 PROHIBfTED. VPC F0.ENPME: 16-023124-Ot GIRT TO JAMB DEPTH JAMB CLIP 7" 8 1/2" 10" 11 1/2" z 7" JTG3 JTG6 n~ 8 1/2' JTG1 JTG5 JTG7 w F 10" JTG4 JTG2 JTG2 11 1/2' (2) 1/2" X 1 1/2' — A325 BOLT (49080) DI M. A �r--T O 10 SECTION A—A DIM, A 3 1/4' AT 7", 8 1/2', 10" JAMB 6 1/4' AT 11 1/2" JAMB WSR056 A SINGLE JAMB or DOUBLE JAMB WELL (JGC (JGC 1/2" A307 THIN AD BOLT (096636) NUT (095032) GIRT CLIP (SEE CHART) \- ZEE GIRT SHOWN CEE GIRT SIMILAR JAMB CAN BE 1 1/2' DEEPER THAN THE JAMB SUPPORT GIRT. (ONLY EXCEPTION' 11 1/2" JAMB CAN BE USED W/ B 1/2" GIRT) ALIGN JAMB AND GIRT AT BL GIRT TO JAMB FACE OF SINGLE JAMB SECTION A—A WS20E2 DOU1 (2) 1/2" A3C HEAD BOLT (t & NUT (095C DOOR A. EQUAL 3" IOU I1 1 1 I I I I OPENING I I 1 1 HEIGHT 1 1 SECTION A—A JAMB CAN BE 1 1/2" DEEPER THAN THE JAMB SUPPORT GIRT ALIGN JAMB AND GIRT AT BL. GIRT TO JAMB DOUBLE JAMB DOUBLE JAMB III WS20J9 HEADER TO JAMB HEADER TO JAMB GIRT TO JAMB DEPTH JAMB CUP 7" 8 1/2" 10" 1 1/2" = 7' JTG3 JTG6 JTGI JTG5 JTG7 10° JTG4 JTG2 --- 11 1/2" (2) 1/2" X 1 1 A325 BOLT (4` DIM. A ri O to SECTION A— A DIM. A 3 1/4" AT 7", 8 1/2", 10" JAMB 6 1/4" AT 11 1/2' JAMB A "-GLE JAMB WS20F2 LINER HEADER TO JAMB CLIP (PG1) LINER DOOR H FADER HEADER TO CLIP (PGI) DOOR HEADER F 1/2" A307 THIN AD BOLT (096636) NUT (095032) 2T CLIP EE CHART) `J CEE GIRT SIMILAR JAMB CAN BE 1 1/2' DEEPER THAN THE JAMB SUPPORT GIRT. (ONLY EXCEPTION 11 1/2" JAMB CAN BE USED W/ 6 1/2" GIRT) ALIGN JAMB AND GIRT Al BL. GIRT TO JAMB SINGLE JAMB EQUAL 3" EQUA I 1 1 0 0 1 I 1 1 1 OPENING I I HEIGHT SECTION A—A SINGLE JAMB A307 THIN HEAD BOLT (096636) A, NUT (095032) ATE:D7/01/% fNO-00 HEADER TO JAMB WS20F9 ANY HEADER, ANY SINGLE JAMB GIRT CUP (BOLTED) (WELDED) CORNER COLUMN (PG1) (GCI) AT 7" GIRT (PGl) (GCi) AT 8 1/2" GIRT (GC D_) (GCA_) AT 1O" GIRT ENDWALL (GCD_) (GCA_) AT 11 1/2" GIRT GIRT -- ED CLIP} OUTSET ® SINGLE JAMB SIDEWALL GIRT A � 6 ®i ® ` j (4) 1/2' A307 THIN HEAD BOLT (096636) `le EQUAL 3" EQUAL & NUT (095032) A I i I 0° ¢ I N A FRAME I I I � 1 0 0 1 GIRT CLIP (BOLTED)(WELOED) I I ( *** ) (GC64_) AT 7" GIRT GIRT FILLER ANGLE I I OPENING (GC34_)(GC65_) AT 8 1/2" GRT (GFA_) W/ (4) 55307 HEIGHT (0062_)(GC66_) AT 10" CIRT (GC53_)(CC67_) AT 11 1/2" GIRT I SECTION A—A <** - SEE DETAIL WSR002 FOR BOLTED CLIP TO 7" GIRT i rj;"::::1:NS[T GIRT CONN. AT CORNER COLUMN REV. DATE; W'. NO. LINER DOOR HEADER TO JAMB GIRT AT EW, ANY OUTSET GIRT AT SW I WS21 D1 ANY LINER DOOR HEADER, ANY JAMB — THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAW ING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. R IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE ONLY FOR THAT PURPOSE. IT ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES PRIOR W RIAPPROVAL OF BUTLER MFG. IS SOLELY RESPONSIBLE FOR ACCURATE NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR THE GENERAL CONTRACTOR AND/OR ERECTOR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE W rTH THIS THIS DRAWING, ALL APPLICABLE BUTLER MFG. COMPONENT FURNISHED BY BUTLER EXCEPT DESIGN OR PERFORMANCE DRAWING, DETAILS REFERENCED IN ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, TO ANY REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE: BY'. DESCRIPTION: DZAw IG SCALE: NTS 10/312016 SEDS"t 906:05 WALL SECONDARY SED'S 2 BUILDER: North Valley Building Systems, Inc. CUSTOMER: LOCATION: Chico, California PRO.IEcTr. Wendell Sorenson BUILDER'S PO#. 85445 Cnq) EV Oe' $" fr �d%j _ crvti\ ,00 1602312401 _ DATE: BUTLER 1 0/31120 1 6 :v ORAW WCHE( K. SC / H.A Butler Manufacturing pAcE: VPCVERSION'. 2016.1d 32 a dNlsI. of BI-S.p" Buildings Nath Medca. Inc. I I I i I f I -_._�_.�_._._..,_ — -- -' '__'_ ___ _..._ _... __ .______ — -.---- --- __-v_.._. __ --'-- -- —_ _—_._ i I t ��•--^• A � a=r '4�,CC> ,. 2Zo,y4' w Tom"'', eca N4,!L !N Gi,TTE�. � c) ! GI�cV 2!z �S, V'� !1 firr? \ 1 i ` 1} 1 I 0 I . 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TO't.17%1) �SEHICLES IIIAY FE PECILAA" AT ED , 0-1Z By I -_LE PW>IIING - - p- . --- r V�, - -, .Tr, . - -'! v v r � r, - .-, �?�,�-� � �w 1 -=,_/_1_1'1_� ''=_4rE__!i _0 ac r, ._,'1__:,D il.: " I'�,1�, ,_I,Ir- C'�- a 5 _=F-,.. ' - r- 4 ;Z- , I.�;. PERMIT # 731 � - .7- F 13UM COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE/ ODE COMPLIANCE — <V?(> -- 321 -,�, / 1_7 BY �L DATE-- _ ___ �- — I I I t � ; I \ � I ./ 1 1 1 I I ! i W i i I � I I ! ' it,i i � I I � I i V ! I �-, I i I I ! I , � I � I I i I I I � 1 01 I ! . I i / i 1, I I i .4 1 1 I I � . It � I, ! I I il I I if !� I I I ,r IV! . w I . 0 7 t , I i i I Z�i ill � 1 J 11 1 i � � I I : I I I' . i_ "! - � 11 � � I I 1 �, I � II i I I I I 1 , I ! I j i , : , ("'! i ! - I I I - � 1 ! ?I � � I � �f i � i I r __ I 1 � 1 1 �� . .1� ; i . I � � I i I � 6i 1 � , . " I I I � I 1: � .(- i , III,,, I 1 I r . i' ''I I ur . I I � I w I ) . � : I! ! I . i i i I I y tI � 0 I , I , , I I ,I L � I � I I I 1 � I I L . 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I� I "M ,\I , i -�/ 11 UNA,UTH0F'!Z_M V5_'H,-!CLES PArKED IN DESICNATED ACCEST","'LE FACES NOT r_�IC ' MSPLA I 3, DISTINWISH!"JO PLACARDS OR SPECIAL LICPEINS'n' rLATIES ISSUED FG1Z PEPFA)NS WTH CISAPIU71ES WILL E1,r: 1'0'�"�,_ AWAY AT OWNER'S EXP.. H SE. TO't.17%1) �SEHICLES IIIAY FE PECILAA" AT ED , 0-1Z By I -_LE PW>IIING - - p- . --- r V�, - -, .Tr, . - -'! v v r � r, - .-, �?�,�-� � �w 1 -=,_/_1_1'1_� ''=_4rE__!i _0 ac r, ._,'1__:,D il.: " I'�,1�, ,_I,Ir- C'�- a 5 _=F-,.. ' - r- 4 ;Z- , I.�;. PERMIT # 731 � - .7- F 13UM COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE/ ODE COMPLIANCE — <V?(> -- 321 -,�, / 1_7 BY �L DATE-- _ ___ �- — I I I t � ; I \ � I ./ 1 1 1 I I ! i W i i I � I I ! ' it,i i � I I � I i V ! I �-, I i I I ! I , � I � I I i I I I � 1 01 I ! . I i / i 1, I I i .4 1 1 I I � . It � I, ! I I il I I if !� I I I ,r IV! . w I . 0 7 t , I i i I Z�i ill � 1 J 11 1 i � � I I : I I I' . i_ "! - � 11 � � I I 1 �, I � II i I I I I 1 , I ! 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I.�i X ti' -- Tv"i , POSTED ADJACENT TO TtUE G0OR AT 6C' 4!30'y=_,T"m LUA;-K!N�a A NC 5'rRGACE. CVCzz L:S-_ I 51FH X t T I � , ! t { I i 1 8 -O" D= T AIS. /A 6r NOTA: ALL WA1 Ln 4 GF'ILNS A4Z7 TO Mr- tNe.T ALl �D nY 17--rrArat" M' , FUTU'{ ",IrNANT li'i �i C?Y::''� ?,iT:�t, PLAN o4cyaN FO's_' LogATtr-* rou,_ H T LUfrtE i .!f: 4 VLECTPIC-la1 CON!:i UITM CM -Y. i+CRANTDALL ■ rr 1 N'nfloozo, CA iPI`3 ne: (20r.) r- m-4,fir,!? 4 TITLE: GUD,'_=!z-L DEuELOr •"", M -NT: COLD SH -LL MUILDINMx, 6-23 F.:`o1"!-LER. ,4\Ar-_, CHICO, CA ei55i'326 . A 1111!1- ..... . CLIENT GUDGEL CONSTRUCTION „ M 62S INT LE M. AVE. E3lOX BCS CHICO, CA S!5'_12a PHOTNE. (r:�30) "7 Id X 14RU if i) n c:, ILD NI- DAT4 _ 2013 CDC",* THIS BUiLDNG 15 M=_ NO CC) ISTFUCTED AS A 'COLD C4477LL' DJILDlr .3. INTEFZ1IO"? iM�';O1/I'"IENI TS, PEYO D THOSE 54.40dN O -N TNE:SE f'Lms ArF. TO E!E CCN43T .''T -0 AT A FUTUtZZ DATE AND LNDEF A £r~PAv?ATE PE -F -MIT FROM r5UTTF. C•C7t 4TY. NO O(�,=P NCY Cr,- Ti415 CAJILDfIri I$ TO WITHOUT A!"1FF.0VAL OF M =i - CCLI TY DUIL.Di1NIG. DEP,C NT. OCC,.t,IF ANI CY CR'_OUP: SI, FI, D (ESTI I ° 14TED) TYME Oi" C4740TR-IC T iCN: TYPE iIS (NO $ !WLERS) LOCATION ON P*"'��.O�ZMZTY ICOM "'tOSITE DUILDI>' h N0r':TH: 3S' TO AS5(M,D FI Ib't TO FUTU!� 5JILDi EAST: 102't TO rL SOUTH: I6 V i TO PL WEl11,JT: f>4't TO M. (/1100r,Z P1''`OPOeIM AP»A: 24,000 O.F. i ALLO.U.A5LE AFM�:A: FOR, GROUP dal: At - 11 ,3500, SF. Fl: At - 15 00 sp. 13: At 23,000 S.F. iNIS!MEAec'S: PJLL PE'F:t M— T—FZ W/ 30'+ CLEAR, I f - 0.15 �•% It - OD (NO S MLEFZ5) GOYERIfWS AA FOR F1 OGCU}'�ANCY A MPF,00 ( 1.0 + O.IB, + OD) 1,125 6F. 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MMETR'CAL 45OUT RJILDING CLQ' -� 22'-O" ENDUJALt, FF A"'E� i IN !2 eJTLGR i 4 +t c" 1` ,; T-il 7J_Z _..______ __ 2P' ELEVATION ;:'E'- ^ ! N`5T AL L E ✓ C A ' CF r' F!r�r INSTALL -D CANIC='~ SUPPORT EEA, I ' ! CCNT'N:IO:�S. GUTTED W` , z _.. PI rN 2� PCO NG 5 E!� 1 1 41 V N`'L-E4C<E_- GTEEL =!1Z 4-, 5UTLER G-G'.t�^,'- B'.:tLER'`:G,'l';;=�•GTu�,NG /t�Er=;�I!S�Ep !,'=�-2�• �ASCA C)' � e ��_.._- � �r--• -FRAMED CHNOF`' r , FiE�;ER�LAaS WALL` INSUi.ATiGN (R'O^) � _.GC�r•�4?JGTiON •--� � 'eJT�EP C-G'"'� � 1 ,�i • s�'--- cam.,'-r^.•.r IRI�.Ai.. �;E'J'uT \` � /- C• _ O AIM \ ,. 2g, f�A I ` �I I`ll �l � E BJTLE "1A�JFL.r' uR IG/ Q ;f l , T t _ ,. .-.. #. - -�„+--.':.w.• �- .'-•+c -r ..._...s----.�1.-•-•. T --.t' �-.-,..�--... -;-� '. '+--i. ;a... x.. .i-. ...r ,-..Y++-r*...�..L... w-r-.:-s.� -.r- f ••.5 . ^r� -r - 4. ---._..- _. r ! - _..., OVER <" CLEAN G!RAVGL 12 ,UTLE@ MR -2/4 51EEL A,--ZU F'N'S" iN 5 ,LAT ON,A 31 CR:9i i 1 E11TLEn`�_ r 1 L!CFw' !AJrw C7i 1 i Sr;A��uALL _1 .-.1--..RA"E 'j I �___.-__- -- i c�r,�ccfNlS :r ✓ EAT1� : _. ,..._ _.-...... _ ..� ._ — ! _ — _ — _END"'LL ROC= . { --�aTE.� �°` �• � ��=iN'S�ED "''F-2�`FAv''G+A ��� ; � � _,�_�.�� ___.�_� �.._ .., _ ...,. _ i �� � '-�T '.1L t �- -- -� -1 c- %N- o r__ : : 5TCEL_ 5oc:-!' F, 41 4 �'` O j ///; /�%/;�/ / /!'//�////f,/j �,!,, I � / ETOL ^��'- \, ' LE' ; 5"ADOtALL ! IIsi v{. I 5- ;-LEP. SE c 3u' LLF' DR �'v✓N!vc S SF+EET 2F: -- ----•--.-.o--- IELC '".STH s_ED CAC FR ='^ 5 F, } I ►-� i ��. 3/32 01 —Oaf INS-74LLED,G•=NGF`' L rnA;y=. !2CO53c0 2CC:.3r'O-aI 1 1 6UTIL =F 81-:ADG;U.�L L F cc;r.�la.•iEi� 51 �_� S'DtNG 20 GA MGELR^i` 'MAG GiW,T' Cc �: SLaP✓ RLiNS. TOTAL r LGCATI0�;5 SuOt,�ti NOTE: GANOr-•`' 15 iEB'G`ED TO 5Ur^-F0R' 51.6"`i i.1 -'r b:tN NOT r'ORE TL -;A' 25 PSE LINEAL CGv T �'�... \�F S' -L 50;:7!"7 FAN -Lu I '\ - I I EG I fes"' �• �l"�`€ "2 5GR`U5 EA; 7 -G;R*' clrauJRl !Nc TOTA[ O-1 8 L GG.,TlCNS SuCJ>ti Al ME""E.EG AS N^TEC =TAI w.. G Cl EOLTS. j TCTAL Fa �1 1 VER'IGAL\ { �- E. JTLEFR NTS- 3c2S'�"->� � GANG' FPAME l a - .121 f/ L Ii/2X111-4X� X 8" CLIP NGLE NOT eN",JN (/ - •'� � � FCR woo C�G05!3?_g�' CL ALIT?' !2005300 -?T i _--`---- { NTg.... .:. PERMIT # I ✓, BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE (Do oo _ . 0 0 o Ii o0 4' f 0U T L 1,-E Or' 7) ASL ccs-4eCvE ro 2 = I'i ? C _ _ Ai :i1 r — — _ _ — -� I l� i ,�� ! + — l 1 { I , l bi.� i ! ��,cvL 4 4- cj A A I 1.2 F A A 611 A It A N )7 Q4 n,4 A -%k— `7, 1 A V2 4 tD r - L L \j, L L L (�A L —y L L 6,4 -j L gill ............. ........... ......... .......................... . ��...................................................... ............ ........................ ............. ........... ti ............ :- I .......... It .......... ....................................... ............ It If ......... >+ �(/y f .y � �!� :� �:# is 11 II � ;I s i ........... TY,= .......... ............................. ... ..............�'� ................................................................................ ............. ........... � ..Ii ....................................................................... ...... #;# �:� cl r--� ............ A" G0NSf;;-=T= 5--4t7-- ... . . . . . . . ... . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i�jl 1 �-4 11 CA F;PEF;Z,E5�-4 FIER -R r . .......... 1 .............. ........... ........ ............ ............. ........... .......... ........... ........... j ................. v!5,-UFEN A A"! CLE,4N' --"F:R -1E TIE- �TCIA-L : �;# �,` �:� �;� QF A P14P,) L j 'N T 5 ........................... ............ ............. ...... ....... .............. #'i' ................................ ...........�f # ......................... .............. ........... ........................................ . ............. : .......................... . ........................ ............ ............. ........... : I ...... > ............. ............................ . "I-. 04 y 11"' -K- If 8.1 x ir" �.#AT ............ ............. ......... �;�............C-CLU"INS ............ ....... .......... .................. ........... ............... ........... ............ ................ ....................... ........!......... I#......................... ........... ......................... ............ _ ' ,. I #L............ ............. ....... .............. ..............• ........... I 10 �� ## I� ...................... ............. .............jj ............ .. ................................................. ............ ............ ........... ............. ...... ...... ............. : ........ ....... .. .............. ...............�:! I............................... .......... ........... ........ .............. I:i I:# �:� �� .0 -NIT NUO"Is l:1 (7074L -- : : ............ } _ _ Q- . ............ .............. ............. ............. : ............. ........... ............. .......... s). vtl-57 ........... ........... .......... ......... ............ ............. .......... ........ ............. .............. ........... ............ .............. ............. ........... .................. ........... ............. .............. .......... ........... E7............. c 4 # r�� �..• .:� .� _ #� `. 1� 11m r : ��f �✓O'v'I�CG... �YIbiQ A� �� �� .� .. �..(�" — r 81.2 r — IT _j J 7 Z 7, f A L J L A A A A A if V, Ad � f �� ,�� . � �r I t4 77 � J -k 17 77 + T, 4v UV F�UNF-�),�, I ICON Ai NJ i/a" m 1_O FOUNDATION VI:r-IGN 10 BAZIM a4 1N17-*0r,11AT1CN FIFITZOVID=1-0 MY DUTLEM. MAN'r--ACTURZN3 CO. NO 14-02312-40 C-04TRACTOM 5,WALL \/E-RIFFY ALL AN10'POR MOLT SIMES, AN 4408 MOLT LOCATION55 AND DIMEN-610145 UJITH PLAN$ By eU!LDt1,*s* MM-FAC-TUMFER FRI09P TO WN5TFWCT10N. CONCRISTrZ SLAB Ca4-aTRJCo'T1ON, GGVC 'ETE 5 45 t -r- 6"^ - --L/ P*�,��, E: r -N5 15 7i -4E N ec; 4ND FCR, &T4':11' !T"r C, �-- L� - !�-TEPI T7F4=C) VE�4'Ct,; 4-,-t TRA*T-1!:-,. F C�, !�-747 ICNA;�Z- z' FNGiNF-ER v ccs4ND 4DJUc1"E:r-'. 2 eF CP ` -;0,N �ONT , e- 4T Jo!�,T cl- 4c<E e!�4CE�� 4r 4N 4:zFROVEC� IN5EIZ-7 C -:X 4 45 Zr=-57F.;c C;;;' IN7�4E r-CNCRErE Cq' Br 54-,U-r-%77iNG R;z 4 . � = AS C- C e-' 4\1 AS P 4P -ER -10 -`N:) NO ePE-C-14L, t)EFvr" 07- 644LLk--U'r 6-44LL B77 L'- D;774!1_D CTW=-t�'��!&E ON S4��(SU'7:NS X!N76 SA!;�= EE 5.0 4!�- NC- -0 CU7 �441,4Z9:'IN5, T!=—F, Cs;i-, C'r,4=r-- CON'NUOUa- C-.F;ZA,--<-00NT1:ZOL JOINTS. CRANDALL ENGINTUER;NG 5 1 N fir 448 tPler-cr Mll Road Vw1po.*mr, CA (20S.) 906-0,844 �X- ASG? cz- Acs c- F I �'Cj= r- T i CN PER 467"� 430-1 'J' OR 'L'0�-�44r-'EZ) BOLT CPRA-�-E c Z, X 4LL-,i-J;ZE,4r- PE4V-T- :4=X HEAD2 NJT^- WITH STANDARD TYf-'t-= I ANCHOR' TYPE 2 ANCN04. WAS-�ER, &E -UF --EN TITLE: GUC>G1F-FL COLO eWE-:LL MUtLOING "I 621Z r=NTL,r---Fl AVE, CHIC©, CA a-�1-2�2& CUMT 6UDGEL C-CNFjTrR•. i ION 6,2x3 ENTLE R. AVS. IDOX -b 0041co, CA c35e28 PWONE: &24-ISSO nFESSi rM 2934 C x 'REMSIO,14S: DATE ARK ;-NOTE 1OTE 3/32 C .";SATE: PERMIT- ---- MENT SERVEES -9LE: --suT.TE coUNTTQEVELYP REVIEWED U — ANCE--- P (5O -DE COMFO M NO: ,>.... L 4 7 47 T T -77M-777477 777". ".77TIT-77, TrTr SHEET ANC-POR r= AN:,) MOLT KE -:Y 41 MO; T T "D MAR Cs! A E I E 4 114" ASG? cz- Acs c- F I �'Cj= r- T i CN PER 467"� 430-1 'J' OR 'L'0�-�44r-'EZ) BOLT CPRA-�-E c Z, X 4LL-,i-J;ZE,4r- PE4V-T- :4=X HEAD2 NJT^- WITH STANDARD TYf-'t-= I ANCHOR' TYPE 2 ANCN04. WAS-�ER, &E -UF --EN TITLE: GUC>G1F-FL COLO eWE-:LL MUtLOING "I 621Z r=NTL,r---Fl AVE, CHIC©, CA a-�1-2�2& CUMT 6UDGEL C-CNFjTrR•. i ION 6,2x3 ENTLE R. AVS. IDOX -b 0041co, CA c35e28 PWONE: &24-ISSO nFESSi rM 2934 C x 'REMSIO,14S: DATE ARK ;-NOTE 1OTE 3/32 C .";SATE: PERMIT- ---- MENT SERVEES -9LE: --suT.TE coUNTTQEVELYP REVIEWED U — ANCE--- P (5O -DE COMFO M NO: ,>.... L 4 7 47 T T -77M-777477 777". ".77TIT-77, TrTr SHEET 0 I ArIGNO!? BOLTS Or � ANc�GR RGcs As �io�>=a f CN + GJN `ATiC'- PLAN GCNC^;:E i E 5_4E 1 / 4" CCN --RETE /f f _ \2"moi GLE4N GRAVEL d- _ —m PTR A,..;.E 4„y GRAVEL `' SEI- SECTION N/SJ2 FOR G0N3TR=TIa-4 JO NT DETAILS _5EGTION I— B E C TCF' R INS ECT'C`” R=IN= Lam'—'}^_!°_1_.__.? "" f__�-• cotir i --2-"4 CcN'r. NTO 0 - I- I 4N'_I-AOR RO^9 45 NO'FDl ,r r- -t rel r CONOFTE 5_4E Wi r;i AEF: 51TE FLAB Cti I 4� GC!tiST. �: N" ` w"'�' �.-�"� � 4r r' * "-t "`�`.. �" 'T, � ! �, 4 �, `ti i } �• ^t'�`'tf ;'�j't •r { -� f r+ # r y Qc r. U' -i I- _ W I _ / , 2 5GNC' fc !`+{ V'a CUEEN C\/EF 4" CLEAN G RAVEL - A - - I 1, , L • /`= I r I REI�`C RUNG =R TAE' y r UN I✓'uR EG cAR'� 5i~C 'C1: i^ TOP t F_n TO -I 05 X f �E..� A'�iG!-�G.�'�.- BCLTS OR Ariri�OR RCDS .1S NOTED CN I / FCGNDATit✓N PLAN 2 , 2 _ •� FRAME 7'E5 lTC`AL d" CONGR.ETE SLAE WITS AGRFi...E�R, ._C55 C"JILrfNiS E Mcc 6" E'> 'ER'CE � 1 ..I -t PE;NFCrC'.NG CONCRc'� SLAE ! i /Gv9T. JOINT PER 5'7E FLAN ! \4-/ (yr r) � y I , t tr , (2 �',!l v!SC'JEEN OVER 4" 1-1_r4N GRAVEL U 4 O , 9 _a I _ % _. n)llt _ a i_= I ._' . ; I _" . 3 - "$ >! q01` A5 SWO;:'�I i I' -C" o _ _=R 745; ;E ol , 5E,I-TION I TO= t 507-10", ANC�-+G°Z r✓^ Tc- 7F ANCiI-10R =O'LT5 OR ANGuCR i } R rq, TC. i�. Gv� A5 NOTED oy\�., '�'�� / FCU'�tDA'ION f=LA!� j '\ 2" 4 L _ 04 KRAt"''= 71=5 (T'AL d 54r-) r"c, JGL'v }I ACRC�S Eu' .,'QCs 4' CCNGR_rE cLA 3 wiTu 5;"'E V {r+CL-TS Ls''7�' JOINT G�!R FLAN�G^N5'. /f `„/ co to CRAC}' CU�'ROL INT�.` JC `y \ FF -A"= EAS; FOU�CD \ t iT�4 FOOTING tft cq — J \&L.A5 7 4'v:``.._LJ ON Cr -4 e,4!R) CCNT \';,' -_ /T�.C,� rW,T / CV• v". �"i> `. iydi�' !i �`.fi Y1 Y�4Z .} i • - _`.%�• • • • lr.L>}h .},4 ,-1yf �� 1 t1i.•S7, �.h.Ii�:e7i _ ; y. l s a�+dM,'A !Ca.Ya.4ve.�"'xawrM�w, ...,. — — — al — —moo. ,r.n, — — -F�T> X 4(' OTA " f!) Ea -- rl / I4t I I v 1 E R TH 'CP t E30TTC 7 . _ � IST. A'�iG!-�G.�'�.- BCLTS OR Ariri�OR RCDS .1S NOTED CN I / FCGNDATit✓N PLAN 2 , 2 _ •� FRAME 7'E5 lTC`AL d" CONGR.ETE SLAE WITS AGRFi...E�R, ._C55 C"JILrfNiS E Mcc 6" E'> 'ER'CE � 1 ..I -t PE;NFCrC'.NG CONCRc'� SLAE ! i /Gv9T. JOINT PER 5'7E FLAN ! \4-/ (yr r) � y I , t tr , (2 �',!l v!SC'JEEN OVER 4" 1-1_r4N GRAVEL U 4 O , 9 _a I _ % _. n)llt _ a i_= I ._' . ; I _" . 3 - "$ >! q01` A5 SWO;:'�I i I' -C" o _ _=R 745; ;E ol , 5E,I-TION I TO= t 507-10", I"�1U aif•�bf� \ J /__.,Nl ./ �iQAv^� Se'..JN""R✓-lE J'CITV' C)ii.0 I :lw �1NG�-sOR BCL'S C4 A�;G�=pR ter' ' RODS Aa N07ED ON �OUNDATiCN FLAN r �t r 5L4E F BRED ON TGF �i ` � If —,X/ C~ FOOT N!s wir,-+ CCNS JO'Nr _ E^TTO`! 5LA31" ;i- �� GRACE: CCNTRCL JCEN, 5I:2 2 _ «« Ft:A'"E TIES (TOTAL OF: 4 E4F?.1 CONTIN`JCti5 �� �t ACR055 BUI�D;rtG lei FRA" Z- t FzCRTA4_ `ter FrA"''c` t'.ASE FCuRCG, - f'��/ t• oo RCrTAL FRAME !� ANCtiOR: 51OLTS C�,, f RODS 45 NOTED ON �G'vNDAT'ON P;_A`� SLAy? F :?4'Rv ON TC~' � CF FO'C T ,NG w t-+ CONST, I✓07TC-1 i2L,45 } METAL � R^D5 A NOTE,^. ON FCU!�I�i1;T!CN r -'LAN 7I _ I _I - 04 CO'J'iNU� uS IN p`RiMCTE.F� .rC✓ i44�.' i I V f l>! . I 2 rr c:A- TGA 4L {{' ACR055 _.J�LD?N:r 04 ON�` wr�rE EARS rn DI�C�rtir N ^,�I:, o:-.;�i,,.•._ t:R z.clr�Y�CRCIN;G \ I / .1 A`J' G'*^!✓11.,'� ';.'N n:KJ .�r�LI�v. S./. (F l T� N C�R�ER DETAIL NTS. l K..�-t"',,�: F'✓4';~ r� .moi':.. ti.L� , I I ((i I 6 i Drz"t Ip (v I I { OPTION SLAG ANLD F'=w'i^ETER F00TIN! PC'J'RcrJ �'IC�`•iCLITu':GALL��. GONST :JC'(Cti TO = P.AP TIED -C JOIN? ` /eEND A5 Swe_`I i I 41 I J. ��+ ) 32" O.C. CE BAS: LOC TE G1 Cr- E;. AE OrTION "2 SLAE Ar:(^ PcG r'cTER cCGT,rG CCNT'FUCI'OR MAY CHOOvE EITHER. OPT1CN FOIR CCNSTF UCTION OF 13U LDWI G PERIMETER FOOTlWaS DETAIL PERMIT #___V� _Z BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE 1 DATE`_ -Y I I i =O'LT5 OR ANGuCR i } R rq, TC. i�. Gv� A5 NOTED oy\�., '�'�� / FCU'�tDA'ION f=LA!� j '\ J }I V {r+CL-TS Ls''7�' I f i _ ter. =OL'�:' A`: ON FLA*i co to CRAC}' CU�'ROL INT�.` JC `y \ FF -A"= EAS; FOU�CD \ t iT�4 FOOTING tft cq — J \&L.A5 7 4'v:``.._LJ ON Cr -4 e,4!R) CCNT \';,' -_ /T�.C,� rW,T / CV• v". �"i> `. f /"`r` JOINT';' - �O'TC`? G_AE I"�1U aif•�bf� \ J /__.,Nl ./ �iQAv^� Se'..JN""R✓-lE J'CITV' C)ii.0 I :lw �1NG�-sOR BCL'S C4 A�;G�=pR ter' ' RODS Aa N07ED ON �OUNDATiCN FLAN r �t r 5L4E F BRED ON TGF �i ` � If —,X/ C~ FOOT N!s wir,-+ CCNS JO'Nr _ E^TTO`! 5LA31" ;i- �� GRACE: CCNTRCL JCEN, 5I:2 2 _ «« Ft:A'"E TIES (TOTAL OF: 4 E4F?.1 CONTIN`JCti5 �� �t ACR055 BUI�D;rtG lei FRA" Z- t FzCRTA4_ `ter FrA"''c` t'.ASE FCuRCG, - f'��/ t• oo RCrTAL FRAME !� ANCtiOR: 51OLTS C�,, f RODS 45 NOTED ON �G'vNDAT'ON P;_A`� SLAy? F :?4'Rv ON TC~' � CF FO'C T ,NG w t-+ CONST, I✓07TC-1 i2L,45 } METAL � R^D5 A NOTE,^. ON FCU!�I�i1;T!CN r -'LAN 7I _ I _I - 04 CO'J'iNU� uS IN p`RiMCTE.F� .rC✓ i44�.' i I V f l>! . I 2 rr c:A- TGA 4L {{' ACR055 _.J�LD?N:r 04 ON�` wr�rE EARS rn DI�C�rtir N ^,�I:, o:-.;�i,,.•._ t:R z.clr�Y�CRCIN;G \ I / .1 A`J' G'*^!✓11.,'� ';.'N n:KJ .�r�LI�v. S./. (F l T� N C�R�ER DETAIL NTS. l K..�-t"',,�: F'✓4';~ r� .moi':.. ti.L� , I I ((i I 6 i Drz"t Ip (v I I { OPTION SLAG ANLD F'=w'i^ETER F00TIN! PC'J'RcrJ �'IC�`•iCLITu':GALL��. GONST :JC'(Cti TO = P.AP TIED -C JOIN? ` /eEND A5 Swe_`I i I 41 I J. ��+ ) 32" O.C. CE BAS: LOC TE G1 Cr- E;. AE OrTION "2 SLAE Ar:(^ PcG r'cTER cCGT,rG CCNT'FUCI'OR MAY CHOOvE EITHER. OPT1CN FOIR CCNSTF UCTION OF 13U LDWI G PERIMETER FOOTlWaS DETAIL PERMIT #___V� _Z BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE 1 DATE`_ -Y I I i F Ld jl SCALE .. . _ r .:.2,�!v`rr /x.25 titivi�[•Cwq . SCF SStd r, ;4 cf%A a C SHEET ;i 102 OF 1 FSR, }I co to It VT V 4' tft cq — J 0 Z q ! 611 t"i s F Ld jl SCALE .. . _ r .:.2,�!v`rr /x.25 titivi�[•Cwq . SCF SStd r, ;4 cf%A a C SHEET ;i 102 OF 1 CONCRETE v4U! 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C) C; Ile w S E. 1� , Z, � 4 � - .7 � I ci`l - 0 1-1 - V w t� v or Z u� , '� 4 W) . 1�,; U., ;c � f - ; C c 7, c Ax Lu �r fu lolor z 0 z C) r, g � �: - r, �- :7; 7; w Fh ! , -,' �; , " � - Q.,f 0 Lu 0. w cl �l %U > 5; W - � C, g CN oor, X o"i U v 0 OF A.0 I- y,' it, Y t yl K; $ Ft der 7, 17 f 000, _L Ulf' (n loo' uj ti, r 00 -*r 4- .1 A r5 I, c < 4t uj t - go k 7, Ll r c-, 4. c 's 7: C cr, c c- r. L C) U L it: < w L j, < L �1, ... c :7, -tl 7, it G, z 0 OF Or z F 0 �72 Lu 7 _j L) P Z., Lu IL _j Z U. I- f -, z , - Z, � - ` c� < u W ILI v 5, 'r, r Ill CIL y 0 ul ;5 > of 0 L) 7, 2� cl C) z -F 7 1 .1 V 73 Lo Ul 00 4 _T 2: z > it, ui r 0, > Ul 0 ej " _j s cl� U., o- M Z5 0_ uj I,- > ej IN < z w Z_ 1, uj 0 cl cl Lu 3! 6 L) "i L) Cl (* ', - - LLJ 1� 0 0 W u, ti Lh In W 7�, m L O'� p- E 4 , . t c I 1_ ,;� p - F, , � 7 7, -k Z E Z < q of e 7, f p R L T L a 1, Ly C) Ct L " I., I E E > 2- ry It j CL 2, u o r _j F vm _ I �'_ 1., 11 0 cr L 0 W S % c1l: C) L) Lu 0 �7. L u - CL 7, r % In cl a Z. uj Lu Uj f T a uj m 0 o V- i c .7n e 7 7, P Iai t7 y t fl -c" D E c LL Le Q. 7 0- f u, J, T _j I LA V ; _ I f r W, I- 7� I r 4 Z ,7; Li ioc- i , , i < F Z 9; u r0- < o uj `Z, de. IL w f-- Ar lo ? v f, 3 s-, Y i L 0 p '71 7 < -7 7 7 it L < 7 C 79 7K F., T�` t, LLJ 0 _4 v > t! Ul 7i' j 1p tz V Z V It t7, 7, UJ C. IF c le! jj ir 0 v .;, o cz. Ll el > ilL f jj # -F3 PERM11 BU`rrE COUNTY I REVIE CODE C( DATE j, c� iii 4, x LF, t: t ul > > L 0 �j Z uj LL UJ UJ LL LL M 6 r W a: Lu C) Y, U) j Lu ? 0 c:, z 4t: Z5 o 0 - :E _W 4 A 2 Lu 0 co < UZ; - ui 2 C < vo In co L" "to Ix L --j I m > f o tF� _j rb !q < ip cc, c 10� Q, m uj w., 7 L '2 ;�r A c. r 0, V) vi c z -c IT f; < 0 A U ' C rM �15 cr ? ?i In M a, iq, t v 4: c F k k4 t 1.� 4 7 c T1,t t ew 5. t4 c Z7 - M le Lu to 10 . .7 < c c 2 A D 7 7 io < t % 41­ wi U. 11 > 7 L c, LL h c, t c L11 4 �7r, c, LJ �v 0; It, E < uj L o i Z) Ell < 7� 0� o _ry ;> < < ;7 > 7, c I cr u. cr 4 7 3r C, uj gr _j a :f, Z If) v �2 o cr i tl r-< i Z C�j 2 > C) I E g� X 0 cz Ir u I ILI r I ul G - LZ 0: V �s et 'o Ul r 4- T �L 0 z ;c I < LI M 6 L V ol 40r c, cy L I z 00 Lu :; .4 ��"l (n vi /.,�o V// or 0 7t c ? or 'I, o"ot ol > 7 W�r '17 8 Al 2 41 Ll, L: or n, t 7 7-, _7 1_7 .4 OF r I ­ Z < 'c' "o 77 �o 00 Z t;� Lu > 0 �001 00' �7 Q'�e c- u. op u ;� �, ;7: LL a or g W, z 7� F L z r, 7� Lu 0 Lu 12 Y Ix 4 D, > Z 0 x w LLJ di , _j 17 t7 uJ S? �7 < Z�f E Lj LLJ �2 2- f it y lz C? C) C; Ile w S E. 1� , Z, � 4 � - .7 � I ci`l - 0 1-1 - V w t� v or Z u� , '� 4 W) . 1�,; U., ;c � f - ; C c 7, c Ax Lu �r fu lolor z 0 z C) r, g � �: - r, �- :7; 7; w Fh ! , -,' �; , " � - Q.,f 0 Lu 0. w cl �l %U > 5; W - � C, g CN oor, X o"i U v 0 OF A.0 I- y,' it, Y t yl K; $ Ft der 7, 17 f 000, _L Ulf' (n loo' uj ti, r 00 -*r 4- .1 A r5 I, c < 4t uj t - go k 7, Ll r c-, 4. c 's 7: C cr, c c- r. L C) U L it: < w L j, < L �1, ... c :7, -tl 7, it G, z 0 OF Or z F 0 �72 Lu 7 _j L) P Z., Lu IL _j Z U. I- f -, z , - Z, � - ` c� < u W ILI v 5, 'r, r Ill CIL y 0 ul ;5 > of 0 L) 7, 2� cl C) z -F 7 1 .1 V 73 Lo Ul 00 4 _T 2: z > it, ui r 0, > Ul 0 ej " _j s cl� U., o- M Z5 0_ uj I,- > ej IN < z w Z_ 1, uj 0 cl cl Lu 3! 6 L) "i L) Cl (* ', - - LLJ 1� 0 0 W u, ti Lh In W 7�, m L O'� p- E 4 , . t c I 1_ ,;� p - F, , � 7 7, -k Z E Z < q of e 7, f p R L T L a 1, Ly C) Ct L " I., I E E > 2- ry It j CL 2, u o r _j F vm _ I �'_ 1., 11 0 cr L 0 W S % c1l: C) L) Lu 0 �7. L u - CL 7, r % In cl a Z. uj Lu Uj f T a uj m 0 o V- i c .7n e 7 7, P Iai t7 y t fl -c" D E c LL Le Q. 7 0- f u, J, T _j I LA V ; _ I f r W, I- 7� I r 4 Z ,7; Li ioc- i , , i < F Z 9; u r0- < o uj `Z, de. IL w f-- Ar lo ? v f, 3 s-, Y i L 0 p '71 7 < -7 7 7 it L < 7 C 79 7K F., T�` t, LLJ 0 _4 v > t! Ul 7i' j 1p tz V Z V It t7, 7, UJ C. IF c le! jj ir 0 v .;, o cz. Ll el > ilL f jj # -F3 PERM11 BU`rrE COUNTY I REVIE CODE C( DATE 0 0 0: M r 0 3:1 >1 z 0 M 7, ..d I PJ f-�f% E E 1-41, 111IJ 111".. I'D' 11141 H D A R D a C 0 D E -,*-[,,,-,ORy REASURES,, T"' ES I r) E 1� ft, 1. Ft 1, " 0 Ir -'i, � t IN 1� Ncl! ztp CPAPTER 3 G R E E !i -.11 13-U! L D I NG SECTION 301 GENEPAL 1101.1 SCOPE. V SAND ALTFRATJONSJP��Cj Th- of n.F,�,,'Tf 31V -F aIl'lt 'i, or-- Val vl !�-t vi n! 7tv 01 C," 1C.,rn" 1'11� C�, i"V *�� I a t'� J ,4 0? il- ro-_1 w�--7 11 v tIi" )f rbl.. A Of e w` d ratr"Ll ,�v a barnl t) jrr4 it,,,Ftl�,� !'Iertyi� c0c, I�'r.�ij��7,: n ;j 1� �l a %,Vtiel- IN-, C(­,I"1,i;&_I r�rl ar,-e�- v., ': oiF: k r -I SECTION 312 M!XED OCCUPANCY BUILDIINGS 302.1 �IIXCLOOCCUPA�4CYPt)!!-'L)!�4,��,S. f:t! a vvi'tl ABBREVIATION DEFINITIONS: nf tIR ';!�vf, i 4 A CHAPTER5 NONRESIDENTIAL MANDATORY M.EASURES DIVISION 5.,1 rLANNING AND DESIGN 11,11� 91E CTOR 1 , 11 �� %4. N N k kv 41 't. NL �N. I -IL NN Ni 114� FIE CTOFT. 5.3173.3 WATER C014SEPIA14C PLUNMINO FUTURCS AW) FrrTtWS. C 5,3(li 3.1 Watri CI(Aitits. i i* ,l� t,,,vi fliIIIII. e� ai� A�7t­ c r,,t 1 2� -,�,ns it-,, t:-- FA -,t I ti,lvr% ',I� effw!;.. ftu"'I d'J'al f :�,ll a� tre C)f t"Ir, ff"lur-'e., irlu�t-�and Orr. 611331 Uii"Oti Showerhea&.- Sv,.! _)K, ishiov,­r�,ead. iia,. It oxir,inm ftr,^ r?to or not rt 5.31`)3.3�3_2 Multinlo %l-imwerhe3+: servi" o" shovmr. V.,ttep., a I!w,,wyr is s.-nerId r�� I�a, onq tf%P cll-tItned Pnw F;,te (,f a% , *t,l k t. ,d 2 C 77-rit, vo, m -rot- at 30 r:t�r r t c. rot P,,�,Po ') I, I� t: ;4. _, tr­ Nrtv A f,�rj ;,cwi?, %bail t� a 5.303,41 WASTMi`,Tr-R PEDUCTION. (Itl I, w Sl­,V,1� lcJLtCQ by 7f:' i)O,-J'VIt ateT '0,' Ot,P rt thf ins, . klae, �Sz-,! Thf, rif-a-itilton of f_xIiires cic�^ tinr�.I�i If— cr.,r,o in L 3i� 2 o, '; 3-03 %,"Sto'ni; !C-Ittrn,jr10 g,lpvt;,�, ?m,i .�;Jjrin wr.,stoNilv'ir tr.��,Ycteo wA1,irir) PI: -i7i1I,:t,, r, r�,k!r 5103 6 STANDAPDI� FOR PLU"� 14C F11TURCS AWn F7TMS. Pkt,rt,t�a f,x!�­- a,,l stI4 bIi, '�T r'! i '-I*f� ' f1lur", nq C_lc an, rT �f, a� -� t at�, 11'4 1 It 'i' 19 of tli'-, f rv�r 1 01 of �Ziifoir!a Flumr irg TARR1 5 '303.2.7 -WATEP USE MAZCLINE� FLXTURF TYPI� FLOW RAM DLIRAr.o4 IDAILY USr-.!% OCCUPAN-M TIC F, "I Vir r 40. a 'X2. _L__-_-_____ J,rIVAT,`11`�Y F Alyj -, I _T� v #'i't rs! 2�, V it; (fjct; ;�,­-:31;_-i_fnLA� I X SIGNOFIC DIVISION 5.4 MATERIAL(, 'ONSERVATION AND RESOURCE EFFICIENCY SECTION 5.401 GENEPLAL I to ...... jc(" m4o?,on of and ct,;­­C tt­npi� 4 10 SECTION 5.402 DEFINITIONS !�rMS 147c k��`T­l cl at�­ 2 (a )r! are irri rjej ;�'T ADJUST. To f,L;Ii !:,m, In!- A"'i a � rr,­.­� at ti�c IJS Ql�jl;ritl f3l St ­1 a-11;;Itt .3 BALANCE, To �vy�, wtioi 7� Me d:Sfnt,,1soq %vf!IPn1 ir �Iut­,:rg swt�rlair�� ar"! twr­7�!; L4'&�qrl qwlytitr-s BUILDING' COfi11i11SS"iNG_ A I,,yit�,fro!!: Qt)a!q-v a�,iur­anttp tv-yess Mot no,�- the oiis 'T, P ­j con't iv" :r�[-A-nq wrify;ng �wd pl-i-nimrq ti�,e ty,;t(,rnir� anj ale ri�-3nnt%d 0(.�,vrvj ffi%tarviid III-i'vol ofvm,,Il�j art air1rawn-0 to rnp"I ll�,, :)*�r-f s f., rori�t ra­,�I�­�,-_, !I',, TEST, A jim,e,.�jr- to Itla�iltl"T_ of a Slr"!,�-r Or c "'I'l SECTION 5.407 WATER RESISTANCE AND MOISTURE VANAGEMENT 5-407,1 WEATHER PRIMCTtok FITc.,,ict, a w�wiipr r"--iamt exiprj,�. tri !f n e P.f r J-1,cl I, i�, C'311fn"'m 11_,,:-,1-g t,,,:t1tt SI,,,It!�7� 14'13 2 Pr0trCtKtr) anirt 02��,.irrta Erwn, CxKie reatuteiI an i [-I.., -c��) ki, s cf c�,a: wd Witchoor 's nt,,Tv 5 Aln?�? MOISTURE CONT!�OL I rmvl­1I ri(m"birr cvmb-! b, 4r,7.2.1 Spriirklem a,�! nar"I'71"I ja,_V.'S,:8r)P rnqaton ,Y%t-r,% tq prsivelpt 50,1v c,� s!'i-ture", 5.4^7 22.2 Entries and omrvings extiintw emlr.�,,; arV�r "r; lt,, wvvi�K.'�Irven mirt !"; rt�ii­t "Ir In!, as 'Ps 5,4971,2,1 Exterinir door protection. r.­,i,3tz,",t,�,,,I ati�,, Vnl. fnr,,hos wrt:iim at least 2 foo Ind p1Ti('n1'16Iat` tC SW.h ptut at IAy ore of tfip tr�Ai-vwrq 4 An ova!krrl a,vIing it Oal,' 4 fp,';r) 8�;xil 2 Tho, J(, r Is, bV a mo, Ovet.1o'; at kvst A feel in 0111;" 3 Th,, iloor I-, rp­w.�P(! at lo,st 4 frare 4 G her winich. vmvirii, &,OjN�i�ocfit int,jr-a!,j ,%,N I r r ! at 3, P plin(i K[Tr7> P,� FA!Jr-'r. 7:� 2 GP!,l PS; X SFCTION 5101 G"_41ERAL 5 IM.g LIGHT POLLUTIM FMICTICN. r,- 0�;t,*-or s1till tic rjt­�v`7!,I-r1 ?,�d t�� J!T A, rZA"-ps 2 1- 6;� M eb i's: X ,e,tl tI,,t f wit, Q0 it C-r%!:o0y,)n P SECTION 5.409 CONSTRUCTION WAST E REDUCTION, D!SPOSAL AND -osir:1­ of 0)3nfiIf CY;ipc 11 cr,.'.,-,j­t,i'. mljr-iI, V� kr�l:tr. I,, -Agn F 4 q arid,v,tto, pTic.n! to ri, ftto,�,, a,-.! vntvri-v 1 re tv ho i!il 010 r-:-- t-, i­,!fl:int� tt, it"I v'�, 5.5134.3 Covering of doct openings ood rratccition of mechanic,#! "t0xnne4itdunnq At 0,P tj!'k, of r�11,:�.",­,"'!" Ir tt)e f -r ­,;y 1-4 as If, Cit;,,:*If 17t of 1I -,t1 CA%f_,n;Ii 'Adn- 4"1 2 r�acf,`�,!­, 1.,v: bo, ;IiiIjW`1r.1j In f i1n. ir 1117 eI I ­ 1, I RECYCLING - IS -4 9, 1 CC "S TR UC T! 0 filt WASTE KANAG Effr.NT, P f�c. le. a ridini sa r, aO, f', i t- u ,I rno,, I �n- in rf E c f �-V, iPrr,!iI,op A 7 tocl i s,totw 5 it: 8, 0, ;7,^,Ij- % IF -for, tc F-itcp in� X sitriot,ij anj crn, w,:,;ti, in ac*�-­Ir�!%-�4 vy'?I ScoItIrt f, 4,1A 1 1, 4(1��' 1 2 or 49,� i 3 v SECTION 5.102 DEFINITIONS 5.1"A Tiw al - Exceoion%: CM 'A A'Sti �0tjNIA ,C- N i ­j vio� C-J­Af� X SAIMIA Con5ftuction walit- mimt, I have a a litrn; �n dr��,; r- CUTOrF LUMINAM".S. Iir! doos vCq. 2 C-�Rw ry svit` I- U sl I I kip, F, i i X I Id-rilif4,I; t- itnd d­­,-"T�'mvvi,"tt� t- from by effwient U�.a. y 12 5 P-rimril) a� ar. ar.c�, r'.; K m--; Z,� o,, a ;Im-q;P -.f Notf,: (,V, C�atif�,,rria ',.'iv!r!,rq F -i II mcyritrj, pu" enf, pftrc�j or sjtva,:�.!or f;jnj �,p_ o r,,s waittte W4 be 1Ct7t1-1i OnAit5' (SOUft-P Of 3IN",,e rv�!- T" 4",-Gqq tit al b*,­a1,In7,, t Is tn" pamcnq wt3ikwPiy-, V4! �Q C4 C�F_l U �-4 1 1 1, F1 X Identilles *:.5 14� LO'y1.`-FW,,TTINf' , AND FUr,1 M1CtE"4T Vnl§Ct FS, 5 106.11) GPAONG ANO PAVIM, :_-`Drivt!3,,t t"T PtIjrt �F�Aii :Molic I*,- row _,;te a dnwwr svi�i AW t in ruiot ONI-r-mn witrr4 anti Ci"4,"yy,,m,0,­1,, cor"-crj MI taken ( " :If conirffuctw" a-cl fI;_iM-;ti;". w��- "ii", ".11,; d,iti�rl I— Ly F:4CI!�'-, Vj`ritl�j�,S at,- 1,rV-d !�,the fl;�I�,In,,, a,: twfer- r !r,, kt-", v f::�-,l b.',� r, tc, witndoe sw%l­ hwm �,-4 4 4 2 G A'- CIL 1,3�� or ili,irl� ZEW On"ll ?i­� ;,:p rr,,! :in,;ii,,1, T'!r vc�, ;I- �P�-Py: wrlry C,4 P -TV 11-7 ZE'l`; orl­;-7, fif "'d 61.i�.i;r�,i�l 1 2"1 tjSJ­, 1. 1- -,IQ$ X 5.4"'A.2 P:-,Q:1fr_mt-rdConnwry, Ofit te ti)at s I-i"itin aj Ca,*, Sr_ o, C'A lt�anrg t- INA T C I� CI,0�'�l ,_,:I "Y Al F. !!ori and d;, r IT', in weitt, dpvenod fti:tr, tlrIe n 1! ta rl� tv tj S IT itifle sl- -Ps t�lr bp f�`It-�,r:-,,, c, V )-'t V,,hcw-� 4 tvl,�it,f f__ P'fil" L S G,'� U', 4 1 1 FLUSH _ X E It" ot, wit!&, I,-!, si!rfi­ wati, a­,Ja,J ir I F iX TIJQi-- WZP F I, (,'A PA F A EN,'PA7 lf�)I4 X O�'Ct �'A';T ��, X C A'! :[j1v 1 2�1n;,;, a,ot tit, In Exception: A(1,1�!­­ a­iaqiP:a!tr­ iT* Pocnrq th(­1la:11AqP rml� jV 0 lim,19t_ I I H r PPA y ljl��E i it I SH _i - If` S Ar,'T_f�'C7 ;NI7,7ALU D N thE WJ b,- 11­tPd Zly -,I IA-11,te en -ii, viIi tri m2, "ardi, R 11)0 Eireppition,% to St­fiors 5 4C31.1 and 5AC-3-1,2; TF14ANT-OCCUPANTS. Hoii1wr, ccit "17c, 3 L it," ri�-n;tl tr ct�txrt!,�­ its DIVISION 5.2 ENERGY EFFICIENCY 2, PFF Fr'� TO T, AEI� F A PTF;1 4, C -A! IF PLI (:T-, �-t' r. ":�R I 1A % T L I Excavvel %�7i,� in, Sjcn 0� e as din,r�;urrwi fror, cut�tir*I-i vi`�%r­ !r7,Iriw,­t A 6 5 �-C'4 4 Jl� , � r�� "`)r_(,U7'AN,,-,S Cl � 1,4f- 0, (1`3F Of A PUILDiIii1c, 0--i PORI t":,414 Cl A w -sip i,:Ii14tctv,r rnotti=, drve!oped tv wrri(,�g VA!4! rricycii, SECTION 5.201 6ENFRAL 9KPLO�:K" E G ro" P_�, 6`11,10- t Q4,-) f �R A PLALI �4 C! U!3, C -I -IT 0141 Y A FPACT-Olii Or T! il� _P facl�,,w,,- canii-0 Of cc-rane- w.*�r! ',ItIis tt­r, i n,! "vs!e jifra"�r r� Vlt­��r;n ct, kl, I rt�cv VAN;100L VF"ICLE. E�. af, Pr,il -11- ar,� vel- r­��, C"x It'an p !,Jr,k tr3i:­ 5.?f11.1 Scooe, For of -,inr��foj rnpiqe eff �,r �,v s, ttr� Inp C a,., -4a 1 .1 Fill: ir'T't`:!PAT,-r)f4�,;t'PF-j;fr �,­T ;�� Cy- 'UPAN f S I' t A' O� _y and rr. 3,kets 4 4 Fun, ;wI1;jC.0 U�!4` IS y1f CIL '7�4�� AI`L��N 5,t-O�- C UP N T V 01- LP7 '�t Tntcornt,­ir,cmi�;, �, DIVISION 5.3 VJATER EFFICIENCY AND CONSERVATION rnt P�ctiad pounl� r,,o, s­,;,�we f-nt of bi"htnig apil n"ay lt� I.')% e r "'I :I Ut��_ li;%"� V.3 1 T 0 R,`��It*,-Ul�i� R US -1 - SECTION 5.301 GFNERAL ZFV� Arty slan,lint, nit, 5,3nj�j SC"_ 1fir, 4OI:"t I hit T"i i:i4 'it!") vftntir I�*,P. IndOor- Outcr,,,m 5 4091.4 00cument.1tw'". Ii -hall b- p�ov-'­; tt� tt!�- A;D8 I 5 4:)l 1 1. Cn,_Io, plam %hali t". jrX:i0i,,jd ss SECTIO%5.19r) SITE DEVELOPMENT c SECTION 5.302 DEMNITIONS TAP! F 5,303.2 3 - FIXTUR F FLMAJ RATES r,c�"Py an,! �I�lq n. A� 'iurr"j fog P­0-,_s'q a".encv 5 106.1 STORNI WATtA P1%LVn^­NPFF%i*E?;rCN_ N'?-klv I 1� atI MAY. PLOW RATE 20% PMICPM fic'-Is f^�Unl ., -A, Gull. t�, t"I C,"� Gli �t,,,lrfng Sla­t�rtt, r, ri i- iI­�- cif in r J % n poll "I i:; sto­ 'A'," fU11" fl'�!- Ii.t' GRAYWATER. Pi- -,:;z -:t to licit') erl "V,?I�V 1�122' 12 rnea,ts 1 C� or til -p f IiA 1 q 2. S. I F y- m 3oj;, d by a -v Tn'l-it dtii il:7v, fo, firit tio��l by In, -r"us c0f)"or,' )r untR-:;�,� I �k 1_j ki Ift _31 rll�� 1 _- lcrattl� at 4"AIi bst: 11, G1TVi1n-rr4,'�A'_%in?-a a,,rx t� tj ii�,r,,, �n conirg.1"t) wit, l �,rr�­,,erf tcf "ode, ItO tc Nirr� �-OUN', A'.NS Plan j�d o­)rs Itti t", al !mr Ci�,if�,Mo Oe'-Artrm"'n't of ci:lutt�-, rn; L""'lit-A)" sl%�Aieni Res,'�ul,f,., ;�iiovctinq ant, Rocn,,,o-Y llrllit,;­i&� Ivit cy­ no wrr�r -An'if f,.,m Frrilr�,_ C�r --- ---- fEi-ING 's fir 'U, 5.154A.2 F_��t MAnarp!rri-nit P,iiicfire-s. (SAM11- F le-VoTn the o -Iii of T% S.4".3 EXCAVATED SOIL ANID WiD CLEAR 1"' Mms. r"-Scj virmc-11 at Vp(t�-, stvff4)t;, iri'Ass nj 4, it,c r�r,b ""I ""'I IMOVI- WATER EMC*514T UMCISCAPE ORDINANCE M. IJYLIO� '10 fRN S�DAI,7r� i�ll flSo pt des ­,n irsta;tl'on ac,t pr�N,:t,-toi, I", It it ir­,j,,� e,C.r­Ii­I,,­,�d ard O" -of rr�-.,vllnd Octr.�t �,,jtn trt�i-rLi! may I,, trcimr.:�-�-,�' on "'to, unN 'I'lls St4jlllg� 91%`!,tI fl.v, sr,,,.a,r teet mr.,ol an wZf" bu,1,1-1 d�,V-Ic"t%d t>as�"i vn ar�! f1i Exception: R,-u%,q I-v�­ on c! of",site ')f voty,te!',n 0, -M h edr Ic- s*i,;-%,tI d sr,' f"In, I f il-toc"rf, of Ftfl—­J,I� .1 (�r -a'&: "-n %oll ­�?T!*, r ��Ptrc! IPIF4117�,`(Vq E� It * 11MCtI fo�,i, rcitini mj MOM WATEP FFFIC;E'qT LAII10SCAPIE OROINAW,E (INFLO), INC01 T1,P CaHtvra rmodei or::Inan�i- 2i at t", kr.VF1_11 N, 41 Note-: If by dven,,,j or po,,%t m"PtI;tittV)n n -rrzro�vt ml aqj fol -,mi r", arectrr m f,�r.w_vct-rg C, aroosol Of I�e ­aI,,r!.Ij dir,,.�!,,e citcroni,-�, zrnc �1 wln !I-� i7>N!"trrik, Of Foe� T I cz),�,ru­ ---! rxits POTAVI-EliVATER. j cortr,l �,ae dof­i:!:cn in Fiurnh^j Pvl SE-CMIN 5.410 BUILDING MAINTENANCE AND OPERATIONS r 'A.rn, y Ic" E�Y` lh,I­I�-�,; -;, ro tl,iit is.,�,J! t�- rr, A POTAW-F %-�IATER. NCM, Vh'-!hIt Is. an'l dn­�,%I�, Pur').eIr, 1!"%� tj S 5.4110.4 RIECYCUIK EY OCCUPPYTS, ma,l,v a­�, i,tle a ­is th8t s�xrv,� ",, Fni,r bO 1,r�, A�d A,;e and coll-C."tiOn riater-l�,, fnr Tpcvcq-.,l (I*;) tir�t,fl<j,! at; 1"', it"'Cir ocii,r,� not n'll tN- f�t�,�W,( arid t 0,­�Itow,n Valio' arO, tit'. rVI,-,ti­MPn.-, 0- t -,P kj�"�qly rlsi�rn tffl� P7."Y" *:t­tv_it; am'. rwi!j� c� rrioo�� I I.,mOry vnoctPd tocal oie-vmv) it y F e"," nn,�_, el: PECYCLED WATER. Mi!n, wivnh �v-� a of V"�,mt of w -'t". it, suitot;'. fv�rt; C, P "t 5.4 10 1, 1 Addil:mw_ LAI A�i arl. or:iz: C':i,'),JvOteC W,!Iln a 12 mop",, rx�r,,d unice! soritiv fx�rmI5, d to ff�g a��,a Ll P t",,TW-� J" In! 0"w"R O"nu, c-'0II, Sw,on I 1,0'i() ;,I�) it­tyi -U Pcvc Iiz -1 war r Q� Ilk. I C es�' g)r a., I- of3i'I% or rI),R m �i:itn.f n,ta shi-I an�a,, on V_ rx." 'r noot citt, -oi,, - a It'a! ii!� "Ti, C- wat", 0"PI A,1,1�i,,:,rs Aittl­� i titt,­nt S',ilcu T"­"'vrq in ith.1- a �Nr, in th� tr�ma,! re— �nd C rtntrt -,; h,- 14 .111ml I �4, Ot I I'l1c tt 11 -1, ��T­ iIi, Nx it 111, SUMMEITR, P rh7t:,,; -nvakInt, zii1,x;,ff-r_afe ti �a site vnM,­, Ukw!, usic,,,,j In rre?m?krP -Anito, tywpi�,v &­ , v, to-ti"t,3n For the Puq-,i,,,S of CA! ��rp­ de,­:alim qw-l't'r Mw be Crnx0ri:.,,j a JAIATEP SUDOET. Is. the est,�-,atc-d trt:;l )n Use VA -01 w:- excccv! lt,p ­11:7nuto ?�wm­kl w1n ImeDPPvtnmrV­nt Cw"�-atlri,I a rO 5.4111.2 sam,& ordIname. EMI�q al:-,�afton for ri�-cyp:img artzis �Iriil; citirrply wh Ctiap"! 1,S Pat :? rim'wr "i, of th- Code --t"Zipr9l' 18 6 SIX7�%r. B1, 9W Catr+Off,13 SO4d PeuSe and ReCyllnit Accp-�,�A,!Of IcK�I Wiife� A stamvIq fct usa by kxai&T fr.3yor, f,,ur4m Ari,,,�vx A 44 NN N, 'A,% %,4 1"'X� IN 'it SECTION 6.303 INDOOR VIATEr USE i:,r N", I I iIrd NL INN, Q "IN it" '14 4 N N N N, 1ki 6.303-2 WATER Pir-MOCTION PI, ftytlof,�� S�,P" r-lic! r. ftii�v, r,114 VIIUF-t !,&p 5 !tIf�l -t 2 Exception: et�;Ii On In ttis Case atZ!,ubfI0r derncns1r74t,g Ilia,, 22�'-", ov­ail wai,r U%" Pf!,;Ct a '?I-,,, r­IocT;,7, t,� f­,*­�,,,hed in Ta!*, 5 3-X, � 2, stal! b.- r,­yi,*d 53�;�%.2 1 Ateas of ad,10m of rn, r,,s, 3u`,:&j e. tne, Ca!f1,.'nIZ1 Btiftlil".') Cnrn,r�!�,,r 3,, lr�. C-vf",or,4 nj t Mj-'i 2 tt ',�? 3 slia4 ANTI ICf m- in Z*, 1,�%,)­ c -f 3,-)s 12" !n "", twvtr,�,; :77� '717:7- _7-77777. -7, 7, 7 V-:. C,01 -C) r5�4!7--LL r�-UILDINIS rl REV'SIONS: lv� TITLE: 62C E.!%i4TLEP- 4VE", CWIC-0, C7-4 TS'ner;:> ryl M,: DATE R V, N 10T E T - ---- - 0— t— !;44r, f3,-rrF1' rt-`! F1 ov! el 'T 4� 41 it .0, C) CLI F C!� GUDGEL CONSTRUCT10i"41 rhtoirv�: (2cl) U, 71 f-� * . % .0-, � -./ - 62" 9 E I",JITLE R AVE. BOX 343 111ti -HICO. CA, 95928 PHON'E_ (530) 62A-7,P!�- 7­ _77 INSPECTOR Oa, % v O*ner I -,e at n, it SEC ON' '5.504 POLLUTANT CONTROL 5.5U 1.3 T- uspd tr m,,x. f,,ir IIIIf INSPECTOIR SIG W)" 'TASLE5.5,044.3-VOC CONTENTLWITS FORARCHITECTUR"L - ----- 3 j�\ RC NZ� COAT11W, CATEG091'f CUP PETIT V(Y-- UMIT al f r,,, 1 it C-r%!:o0y,)n P 5.5134.3 Covering of doct openings ood rratccition of mechanic,#! "t0xnne4itdunnq At 0,P tj!'k, of LA I! Aw SAVI 2 RAf ic of Dptiv -_OD� JAI i, jr Sl- Of t�e rpic'"d air d,5trt,,;'X.- sh,v I.- A 7 tocl i .n v,;4'r Of IF -for, tc F-itcp in� SPECIALTY COAr r 504 4 Fii;5h pottotantl tont-M. rnlprr-il� 'A 4 1 IfA 4 F II P T -I r* in ruiot ol hwm �,-4 4 4 It" ot, 17rT101 5.!,S5 A 6 5 �-C'4 4 4 4 Fun, 5,t-O�- C UP N T V 01- LP7 ECTfON QUALfTy ------- — ------ - iTfS�01 A- C�ItjllrrY. e r "'I '.0 2 atI IiA 1 q 2. S. I F y- m 3oj;, tcf T% Exit r riion"7 1, 1 n Iif I— f1i mj T ----------- rr, A y F IALTY ArTLVCA_r�0tJ'S 4 ---------- ANTI ICf 7. 'y P,�j.ir S, LIE? STPA M t Fr- Am_)CATU�NS I nf I- ----------- T Tr"­'� 5,51t ?A 3 fg ---------- Tt,' -)1,I: F Procedwes. �.j F A4 -If, 7 r Ilinc CPAPTER 7 MAC ------- ---- ----- --.' r' " b.511 4.3,2 -Rt- SPECPAL I!tISPECTOR QUALIF11-ATIOillS HNSTALLE -02 QUALIFICATIONS 54 4 4 _I 7 702.1 INSTLLFPTRAINIIi-110, (I to "VA:,: V-0 T E 5 501 A.2 - SEALANT VO' L111`0J CIJf> -%-T VOC Of '"T 3 4 r IA N 5.f -NIVIRONVENTAL QUALITY r- 702.2 SPECIAL IN�,PECTION r4CP1. Ve 0I,,vn.rof 10 SECTIN5.501 GENERAL IDIVISIO, v)e a5 If,. cwics hail or-).i4,jy or tY�IVYJP 'riCK'tCM SCOPIj. T-, Of I4 f,2, r t�, a] SECTION 5.502 DEFINITIONS M 0 5.5(;?1 DEFIN-MONS. NOISE EOUIVALENT LEVEL fCHF.L1. �i S7ALANT n, I Ir bf- r! r-. -.21, or oIca., tM VL Vc.(, (-,y �F; T,3� ';i: H 1.0 the REACTIVE COV�-OWJM (POC). VOC, I IV, A" Ville. A R! a� shrmn w Tat*, c 4 t I, V) t�. pv4f, C t< to in"�C f, -',.e h vo7n, ii� hr!-! ,vy CCrlit�,Lj a as .4 f ,r 4 21 4 2" 1 4 in 7iiitenqN or 703 VERIFICATIONS 703.1 VOCLIVENTATION, I4 ir F�nl A.- P t Cj :77� '717:7- _7-77777. -7, 7, 7 V-:. C,01 -C) r5�4!7--LL r�-UILDINIS rl REV'SIONS: lv� TITLE: 62C E.!%i4TLEP- 4VE", CWIC-0, C7-4 TS'ner;:> ryl M,: DATE R V, N 10T E T - ---- - 0— t— !;44r, f3,-rrF1' rt-`! F1 ov! el 'T 4� 41 it .0, C) CLI F C!� GUDGEL CONSTRUCT10i"41 rhtoirv�: (2cl) U, 71 f-� * . % .0-, � -./ - 62" 9 E I",JITLE R AVE. BOX 343 111ti -HICO. CA, 95928 PHON'E_ (530) 62A-7,P!�- 7­ _77