Loading...
HomeMy WebLinkAboutB16-2474 038-170-030DRAWING INDEX DRAWING TITLE PAGES COVER SHEET 1 Anchor Rod Drawings CODES AND LOADS 2 Permit Drawings QJ!3 U TL H_2R NOTES 3 O ANCHOR ROD PLAN 4-5 R PRIMARY STRUCTURAL 6-11 Butler Manufacturing SECONDARY STRUCTURAL 12-20 COVERING 21-26 a division of BlueScope Buildings North America, Inc. SPECIAL DRAWINGS 27 STANDARD ERECTION DETAILS PLANOGRAPH DETAILS TYPE DRAWING RELEASE HISTORY DATE DESCRIPTION MATERIALS ASTM DESIGNATION 10/20/2016 FOR CONSTRUCTION 3 PLATE WELDED SECTIONS A529, A572, A1011, A1018 GRADE 55 COLD FORMED LIGHT GAGE SHAPES A653, A1011 GRADE 60 10/20/2016 PERMIT SET- For Building Dept. Approval BRACE RODS A572, A510 GRADE 50 HOT ROLLED MILL SHAPES A36, A529, A572, A588, A992 GRADE 36 OR 50 HOT ROLLED ANGLES A529, A572, A588, A992 GRADE 50 HOLLOW STRUCTURAL SECTION (HSS) A500 GRADE B CLADDING A653, A792 GRADE 50 OR GRADE 80 HIGH STRENGTH BOLT TIGHTENING REQUIREMENTS IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLE REGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MORE INFORMATION. SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINE THE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE -TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION OR CONTRACT. ALL A490 BOLTS SHALL BE "PRE -TENSIONED". A325 BOLTS IN PRIMARY FRAMING AND BRACING CONNECTIONS MAY BE "SNUG -TIGHT' EXCEPT AS FOLLOWS; PRE -TENSION A325 BOLTS IF BUILDING SUPPORTS A CRANE GREATER THAN 5 TON CAPACITY. PRE -TENSION A325 BOLTS IF BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT, OR STRESS REVERSALS ON CONNECTIONS. GENERAL NOTES PRE -TENSION A325 BOLTS IF LOCATED IN HIGH SEISMIC AREAS. FOR IBC BASED CODES; HIGH SEISMIC IS DESIGN CATEGORY D, E OR F. SEE CODES AND LOADS SECTION BELOW FOR DETAILS. PRE -TENSION ANY CONNECTION WITH DESIGNATION A325 -SC. SLIP CRITICAL (SC) CONNECTIONS MUST BE FREE OF PAINT, OIL OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLY RUSTED SURFACES ARE ACCEPTABLE. IN CANADA, ALL A325 AND A490 BOLTS SHALL BE "PRE -TENSIONED", EXCEPT FOR SECONDARY MEMBERS AND FLANGE BRACES. SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS "SNUG TIGHT', UNLESS INDICATED OTHERWISE IN ERECTION DRAWING DETAILS. o�-- l %, 2 EE% c�ty n cox PERMIT#tel �7''� `1 ��''�? �.' �\ Pio C 82293 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR Exp. 3-3}-18 CODE COMPLIANCE �� c•�(2t(201 ` DATE �� L�7 �Y� BA)0 \�T�J� C / V -yet � F/l!' n n IGC1 ,IPC FILENAME: 16-023613-01 { VV" BUTTE COUNTY Nov 07 2016 DEVELOPMENT SERV[C'ES -hlc C��y THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INF RMA I N HEREON, REMAINS THE PROPERTY OF BUTLER BT BUTLER MANUFACTURING ONLY TO THE WORK PRODUCT OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE 1540 GENESSEE ST. KANSAS CITY, MO 64102 COVER SHEET MFG. AND DESIGN AND PERFORMANCE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE REQUIREMENTS SPECIFIED BY BUTLER. THE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN BULOER: North Valley Building Systems, Inc. roe n: BUTLER MFG. ENGINEER'S SEAL DOES NOT APPROVAL OF BUTLER MFG. 16-023613-01 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Konyn Orchards DATE: 10/20/2016 APPLY TO THE PERFORMANCE OR DESIGN OF N: LOCATIODurham California BUTLER ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING INACCORDANCE WITH THIS , PROJECT' Konyn Orchards Butler Manufacturing DRAWN/CHECK: / JG FURNISHED BY BUTLER EXCEPT TO ANY DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. DESIGN OR PERFORMANCE REQUIREMENTS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PAGE: SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUILDERS Pon: 16-971 VPCVERSION: 2016.1d 1 ,IPC FILENAME: 16-023613-01 { VV" BUTTE COUNTY Nov 07 2016 DEVELOPMENT SERV[C'ES -hlc C��y Codes and Loads WHEN MULTIPLE BUILDINGS ARE INVOLVED, SPECIFIC LOAD FACTORS FOR DIFFERING OCCUPANCIES, BUILDING DIMENSIONS, HEIGHTS, FRAMING SYSTEMS, ROOF SLOPES, ETC., MAY RESULT IN DIFFERENT LOAD APPLICATION FACTORS THAN INDICATED BELOW. SEE CALCULATIONS FOR FURTHER DETAILS. WIND LOADS ARE APPLIED TO OVERALL BUILDING ENVELOPE. COMMON WALLS BETWEEN CONNECTED SHAPES ARE NOT SUBJECT TO EXTERNAL WIND LOADS. City: Durham County: Butte State: California Country: United States Building Code �l Building Code: California Building ndards Code - 2013 Edition Structural: 10AISC - ASD Rainfall: I: 3.30 inches per hour Based on Building Code: 2012 Intp natio al Building Code Cold Form: 12AISI - ASD f'c: 3000.00 psi Concrete Building Risk/Occupancy Category II (Standard Occupancy Structure) Dead and Collateral Loads Material Dead Weight Roof Live Load Collateral Gravity:5.00 psf Roof Covering + Second. Dead Load: 2.08 psf Roof Live Load: 20.00 psf Reducible Collateral Uplift: 0.00 psf Frame Weight (assumed for seismic):2.50 psf Wind Load Wind Speed: Vult: 110.00 (Vasd: 85.21) mph The 'Envelope Procedure' is Used Wind Exposure: C - Kz: 0.849 Parts Wind Exposure Factor: 0.849 Wind Enclosure: Partially Enclosed Topographic Factor: Kzt: 1.0000 NOT Windborne Debris Region Base Elevation: 0/0/0 Primary Zone Strip Width: 2a: 8/0/0 Parts / Portions Zone Strip Width: a: 4/0/0 Basic Wind Pressure: q: 22.35 psf Snow Load Ground Snow Load: pg: 0.00 psf Flat Roof Snow: pf: 0.00 psf Design Snow (Sloped): ps: 0.00 psf Rain Surcharge: 0.00 Exposure Factor: 2 Partially Exposed - Ce: 1.00 Snow Importance: Is: 1.000 Thermal Factor: Unheated - Ct: 1.20 Ground / Roof Conversion: 0.70 Unobstructed, Slippery Seismic Load Lateral Force Resisting Systems using Equivalent Force Procedure Mapped MICE Acceleration: Ss: 61.10 %g Mapped MICE Acceleration: S1: 27.20 %g Site Class: Stiff soil (D) Seismic Importance: Ie: 1.000 Design Acceleration Parameter: Sds: 0.5341 Design Acceleration Parameter: Shc: 0.3366 Seismic Design Category: D Seismic Snow Load: 0.00 psf % Snow Used in Seismic: 0.00 Diaphragm Condition: Flexible Fundamental Period Height Used: 12/8/0 Transverse Direction Parameters Ordinary Steel Moment Frames Redundancy Factor: Rho: 1.30 Fundamental Period: Ta: 0.2134 R -Factor: 3.50 Overstrength Factor: Omega: 2.50 Deflection Amplification Factor: Cd: 3.00 Base Shear: V: 0.1526 x W Longitudinal Direction Parameters Ordinary Steel Concentric Braced Frames Redundancy Factor: Rho: 1.30 Fundamental Period: Ta: 0.1343 R -Factor: 3.25 Overstrength Factor: Omega: 2.50 Deflection Amplification Factor: Cd: 3.25 Base Shear: V: 0.1643 x W PERMIT SET- For Building Dept. Approval VPC FILENAME: 16-023613-01 10202016 9:59:15 a aiHsion mol-COpa euiaingsry ­­-, ac. 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. 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. B BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 CODES AND LOADS REV DATE: Bv: OescRlPnoN: BUILDER: North Valley Building Systems, Inc. CUSTOMER: Konyn Orchards JOB 6 16--023613-01 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. LOCATION: Durham, California BUTLER Butler Manufacturing VPC VERSION: 2016.14 10/20/2016 ORAVMucHECK: JAGN / JG PROJECT: Konyn Orchards oRAvmNcscALE: Mg BULDER'SPOp: 16.9%1 PAGE 1 2 VPC FILENAME: 16-023613-01 10202016 9:59:15 a aiHsion mol-COpa euiaingsry ­­-, ac. BUILDER/CONTRACTOR RESPONSIBILITIES Butler Mfg. follows the guidelines as outlined in the AISC and MBMA Codes of Standard Practice. Butler Mfg. standard product specifications, design, fabrication, quality criteria shall govem 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 govem. 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 orA/E firm are responsible for the overall project coordination, including coordination with appropriate inspection and testing agencies. All interface and/or compatibility of any materials not furnished by Butler are to be considered and coordinated by the builder or A/E firm. CONSTRUCTION & ERECTION RESPONSIBILITY The Builder is responsible for construction in strict accordance with Butler Mfg. "FOR CONSTRUCTION" drawings and all applicable product installation guides. Butler is not responsible for work done from any other Butler drawings that are not marked "FOR CONSTRUCTION", nor any drawings prepared by others. As erected field assemblies of members shall be as specified in MBMA Code of Standard Practice (in Canada - CSA S16), which require U500 tolerance of installed members. Occasional field work including shimming, cutting, coping, and drilling for final fit -up are considered part of erection. Specified field work and field welding conditions indicated on these drawings shall also be included in the erectors scope of work. See Erection Guide for shimming procedure. For building with top riding bridge cranes see Crane Data drawing for column plumb tolerance. The building erector shall be properly licensed and experienced in erecting metal building systems. The Builder is responsible for having knowledge of, and shall comply with, all OSHA requirements and all other governing site safety criteria. The builder is responsible for designing, supplying, locating and installing temporary supports and bracing during erection of the building. Butler bracing is designed for code required loads after building completion and shall not be considered as adequate erection bracing. See Erection Guide. EXISTING STRUCTURES Butler must be advised of any existing structure that is within 20 ft. of Butler's building. Loadings of both buildings may be affected when adjacent buildings are within this distance. Butler cannot be responsible for the design or loading of existing buildings. BRACING Tension brace rods work in pairs to balance forces caused by initial tensioning. Care must be taken while tightening brace rods so as not to cause accidental or misalignment of components. All rods must be installed loose and then tightened. Rods should not exhibit excessive sag. For long or heavy rods, or angles it may be necessary to support the rods at mid -bay by suspending them from secondary members. Bracing for seismic or wind loading of objects or equipment that are not a part of the Butler structure must be designed by a qualified professional to deliver lateral loads to primary frames and rod bracing struts. Equipment bracing and suspension connections must not impose torsion or minor axis loads, or cause local distortion in any Butler components. Butler accepts no responsibility for design or installation of bracing systems not furnished by Butler. FIELD WELDING All field welding shall be done at the direction of a design professional, and done in accordance with governing requirements (AWS in USA, CWB in Canada) by welders qualified to perform the welding as directed by the applicable welding procedure spedfication (WPS). A WPS shall be prepared by the contractor for each welding variation specified. The contractor_ is responsible for any decal weldinginspedtri as re wired by local jurisdiction. Ilei me a s all be 70 ksi (480 MPa) tensile strength. For welds m i mic orce resisting system (Seismic Cat D, E or F), minimum Charpy V -Notch toughness shall meet AISC-341 criteria (20 ft -lbs min @ ODeg F). Interpass temperatures shall not exceed 550Deg F (30ODeg C). SIGNAGE The Builder is responsible for fumishing 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 dearly indicate maximum floor live load permitted. Bulk storage fadlities shall have signs clearly posted on all loaded walls indicating the type of commodity stored and the maximum storage height. Signs shall be dearly visible when building is fully loaded to design level. Overloading of floors or walls may result in failure. VPC FLENAME: 16{013613-01 DELIVERIES It is the responsibility of the builder to have adequate equipment available at the job site to unload trucks in a safe and timely manner. The Builder will be responsible for all retention charges from carriers as a result of job site unloading delays. Claims for damage or shorts MUST be noted on the Bill -of -Lading or delivery receipt and filed against the carrier by the consignee as per Butler's Terms of Sales (F.O.B. Plant) under the Uniform Commercial Code. It is critical that damages or shorts be noted on the Bill -0f -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 properjob 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. 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. PANELS Oil canning is an inherent characteristic of cold formed steel panels. It is the result of several factors that include induced stresses in the raw material delivered to Butler, fabrication methods, installation procedures, and post installation thermal forces. Thru fastened panels will exhibit some dimpling when installed, especially when insulation is installed between panels and secondary supports. Dimpling can be minimized by careful installation, taking care not to over drive fasteners. Roof rumble is a phenomenon that is caused by wind gusts lifting up on the roof panels and then springing back into place. All panels experience this action to some degree, especially with concealed dip 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 temporaryjob site storage and during erection. Standard shop formulation is not designed to perform as a finish coat when exposed to environmental conditions. Members shall be kept free of the ground and properly drained during job site storage. It is the Builder's responsibility to ensure that if a finish coat is being applied over Butler shop coat that the painting contractor verifies compatibility between his finish coat and Butler's shop coat. BUTLER MFG. ACCREDITATIONS AND APPROVALS Fabricator Approvals IAS AC472 Approvals: (www.iasonline.org/Metal_ Building_Systems/MB.html) Listed under BlueScope Buildings North America, Inc. City of Los Angeles, CA #FB00031; City of Houston, TX 767; City of Phoenix, AZ C19-02008; Clark County, NV 43 & 833, San Bernardino County, CA 289, State of Utah, City of Richmond, Ca. Design Approvals IAS AC472 Approvals: (www.iasonline.org/Metal_ Building Systems/MB.html) Listed under Butler Manufacturing, a Division of BlueScope Buildings North America, Inc. Canadian CSA A660 Certifications (http:/eng. cwbg roup.org/Certifi cation/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; W\/#C03059-00; CAN—AB#P08900;NS#30123; ON#100148796; and YT#PP134 PERMIT SET- For Building Dept. Approval BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 ERECTION NOTES REV: DATE: BY: DESCRIP11ON: BUILDER: North Valley Building Systems, Inc. CUSTOMER: Konyn Orchards LOCAMN: Durham, California PROJECT: Konyn Orchards DRAWING SCALE: NTS BULDERS PO#: 16-971 10202016 9:59:16 16-023613-01 BUTLER DRAWN/CHECK: Butler Manufacturin 9 JAGN / JG PAGE: VPCVERSION' 2016.1d 3 a division of BimScope S Li dirgs Nodh A"dca, Inc. I u2a2u16 9:59:18 a diNslon of SImScope 8 LiM!rigs North Amen ca, Inc. PITCH DIM. A a Q WIDTH Li m c� N = o LENGTH {l� L) w a J 3 EDGE WIDTH GAGE 2 1/2" 2 1 /2" 64mm 1 1 1641TIM D1 (4)3/4" Dia. GR36 Anchor Rods Plate W=8" L=1'-1" Dim: A=1'-0" Elev.=100'-0" 1. ANCHOR RODS, NUTS, HARDENED WASHERS AND ANY OTHER EMBEDDED ITEMS ARE TO BE FURNISHED BY CONTRACTOR. 2. ANCHOR ROD DIAMETERS WERE DETERMINED BY ALLOWABLE SHEAR AND TENSION PER AISC SPECIFICATIONS (FY=36KSI). (ASTM F1554 GRADE 36) ANCHOR ROD LENGTH, EFFECTS OF EMBEDDED ANCHOR ROD EDGE DIMENSIONS AND METHOD OF TRANSFERRING FORCES FROM ANCHOR RODS TO FOOTINGS ARE TO BE DETERMINED BY OTHERS. 3. UNLESS OTHERWISE SPECIFIED, ANCHOR RODS ARE DESIGNED AND DETAILED AS "CAST—IN—PLACE" ANCHOR RODS WITH "SNUG TIGHT" CONNECTIONS. 4. FOUNDATION MUST BE LEVEL, SQUARE AND SMOOTH. ANCHOR RODS MUST BE ACCURATELY PLACED AS SHOWN ON THIS DRAWING OR STEEL WILL NOT FIT. THE BUILDER IS RESPONSIBLE FOR ACCURATE SETTING OF ANCHOR RODS PER AISC CODE OF STANDARD PRACTICE, SEC 7.5 VARIATIONS ARE SUMMARIZED BELOW; o. CENTERS OF ANY TWO AR'S WITHIN A COLUMN BASE GROUP; +-1/8" b. CENTERS OF ADJACENT AR GROUPS; +-1/4" c. TOPS OF AR'S; +-1/2" d. ACCUMULATED DIM BETWEEN CENTERS OF AR GROUPS ALONG COLUMN LINE; +-1/4" PER 100FT., NOT TO EXCEED 1" TOTAL. e. DIM FROM CENTER OF ANY AR GROUP FROM COLUMN LINE; +-1/4" 5. DESIGN LOADS AND REACTIONS ARE FURNISHED IN THE REACTIONS REPORT. 2 (4)3/4" Dia. GR36 Anchor Rods late W=8" L=11" im: A=4 1/8" age=5" Pitch=5" Edge Out=3" lev.=100'-0" D3 (4)3/4" Dia. GR36 Anchor Rods Plate W=8" L=10" Dim: A=10" B=1'-1" Gage=5" Pitch=5" Edge Out=2 1/2" Elev.=100'-0" I ��NUT —HARDENED 4" �102mm) WASHER PROJECTION = LLJw BOTTOM OF COLUMN o BASE PLATE ELEV. Lij J m -TOP OF FOUNDATION - CONSIDER M ANY SPACE BETWEEN THE FOUNDATION AND COLUMN BASE IN ANCHOR ROD LENGTH REQUIREMENT THE 4" PROJECTION ABOVE THE BOTTOM OF THE BASE PLATE IS A SUGGESTED MINIMUM TO ENSURE ADEQUATE ANCHOR ROD LENGTH. A DIFFERENT PROJECTION MAY BE REQUIRED BY THE FOUNDATION DESIGNER. THE ANCHOR ROD PROJECTION MAY NEED TO BE CUT OFF IF THERE IS INTERFERENCE WITH OTHER PARTS. SUGGESTED ANCHOR ROD PROJECTION 1/2" (13mm) DIAMETER CONCRETE ANCHORS (BY OTHERS) JAMBz CiQ W J E w w r m w 7) 1 1/4" OPENING WIDTH 1 1/4" 32mm 32mm NOTE: 1" (25mm) PROJECTION ABOVE BOTTOM OF JAMB CLIP SEE PLAN FOR JAMB SIZES : J = SIZE JAMB 'EQ.' VALUES: 7 EQ = 2" 51mm, 8.5 EQ = 2 3/4" 70mm 10 EQ = 3 1/2" 89mm, 11.5 EQ = 4 1/4" 108mm FRAMED OPENING DETAIL It VARIES BOTTOM OF COLUMN BASE PLATE STD = 1/2" (13mm) FLUSH = 0" (Omm) TYPICAL COLUMN BASE PLATE DETAIL N0. C 82293 :�O` . Exp. 3- -18 m 6 �rC r n,`, . CrI1 - PERMIT SET- For Building Dept. Approval VPC FLENAME: 16-0236134)1 10202016 9:59:19 a division of BImScope BUIdl rigs North America, Inc. THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. I No umr,vvllvv, IIvu1-uullvv i mr- wirumlVlMI IuIV rICRCVIv, mcfwAw4a I nrz rmur"Cm I T ur BUTLER MFG. ITIS 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. BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, M064102 ANCHOR ROD PLAN - DETAILS REV: DATE: BY: DESCRIPTION: BUILDER: North Valley Building Systems, Inc. CUSTOMER: Konyn Orchards JOB #: 16-023613-01 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. DATE: LOCATION: Durham, California PRaecr: Konyn Orchards BUILDEf7SPo#: 16-971 BUTLER Butler ManufacturingJAGN VPC VERSION: 2016.1d 10/20/2016 DRAWN/CHECK: / JG DRAWINGscALE: MS PAGE: 5 VPC FLENAME: 16-0236134)1 10202016 9:59:19 a division of BImScope BUIdl rigs North America, Inc. VPC FILENAME: 16-023613-01 I/ Frame Member Schedule Frame Clearances Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Approx.Weight Detail Horiz. Clearance between members l(CX001) and 6(CX002): 361-6 15/16" CX001 1 5.0000 .2500 .1345 1'-0" 1'-0" 131-6 3/4" 236# Vert. Clearance at member l(CX001): 121-2 5/16" RBX001 2 5.0000 .1345 .1345 1'-2 15/16" 9" 9'-2 9/16" 107# Vert. Clearance at member 6(CX002): 91-7 5/8" RBX002 3 5.0000 .1345 .1345 9" 9" 201-0" 188# Vert. Clearance at member 7(EPX001): 11'-2 7/16" 4 5.0000 .1345 .1345 9" 9" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) RBX003 5 5.0000 .1345 .1345 9" 9" 7'-6 5/16" 78# CX002 6 5.0000 .1345 .1345 1'-0" 11-011 10'-5 1/8" 135# OBolt Connection & Plate Schedule EPX001 7 5.0000 .1345 .1345 10" 10" 11'-2 5/8" 70# BR25A3 Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo Dia. Length Thick. Out In A 4 A325 3/4" 2 1/2" 3/8" 1 1 Yes 0097284 B 6 A325 3/4" 2 1/2" 3/8" 2 1 Yes 0097284 C 4 A325 1/2" 1 1/2" 3/8" 1 1 Yes 49080 <S> - (2) Washers (095872) req'd at Flange Brace to Secondary. C B A 40'-1 11/16" 1.000:12 7 @ 5'-0" O un n C) co N r— V M � O O N a, W VPC FILENAME: 16-023613-01 10202016 95921 --- ou—%p.—m-n—, a. . I �. 201-011 201-011 bow CL r\ ` 40'-011 B B L @ 1 /1 7 2 3 -6 NE 1 FRAME CROSS SECTION AT FRAME LI (S) I `' =` No. C 82293 6 2'-5 7/8" r� Exp. 3- 1-18 'moi 5 2'-7 13/16" I,r7(21 2oi6 4 1'-10" 3 3'-6" �9T GIVI�\Q' £� CA CAL,F�� 2 41-0" 1 8 1/2" ❑ Dimension Key PERMIT SET- For Building Dept. Approval Shape Name =Solar -Roof Cover Wall 4, Frame 1 1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIESNS ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEBI BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 FRAME CROSS SECTION AT FRAME LI NE(S) 1 W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, REQUIREMENTS SPECIFIED BY BUTLER. THE SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY. DESCRIPTION: BULDER: North Valle Building Systems, Inc. y 9 yems, c. JOB UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF CUSTOMER: Konyn Orchards 16-023613-01 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE DATE: SIDE OF THE WEB AS THE HILLSIDE WASHER. ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCAMON: Durham, California BUTLER 10/20/2016 FURNISHED BY BUTLER EXCEPT TO ANY DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. DRAwwcr+ECK: JAGN / JG DESIGN OR PERFORMANCE REQUIREMENTS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: Konyn Orchards Butler Manufacturing DRAVNNG SCALE: NTS BUILDER'S POIt: 16-971 PAGE. 7 SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VPC VERSION: 2016.1d VPC FILENAME: 16-023613-01 10202016 95921 --- ou—%p.—m-n—, a. . Frame Member Schedule Part Mem Width Thick CX003 1 6.0000 .2500 RBX004 2 5.0000 .2500 FRAME CROSS SECTION AT FRAME 3 5.0000 .2500 CX004 4 5.0000 .1875 60 —40'-1 11/16" 1.000:12 7 @ 5'-0"-- OD CD 0n N on 44 C/1 0 CD r4 In N CD M m M ko t` CD e-1 r -I Frame Clearances FRAME CROSS SECTION AT FRAME LINE (S) 2 Horiz. Clearance between members l(CX003) and 4(CX004): 34'-7 15/16" WebThk. Depthl Depth2 Approx.Lgth Approx.Weight ( L 6 2'-5 7/8" No. C82293 Vert. Clearance at member 1(CX003): 11'-7 3/16" Exp. 3- 1-18 .1345 1'-0" 1'-9" 13'-6 3/4" 310# 4 1'-10" Z '' GG�Zt .�((o _ 1, Vert. Clearance at member 4(CX004): 9'-2 13/16" .1345 1 10" 34'-10 1/4" 536# Dimension Key Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) .1345 10"" 1'-3" BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 FRAME CROSS SECTION AT FRAME LINE(S) 2 A MFG. AND DESIGN AND PERFORMANCE ORDER MAY REPRODUCED ONLY THAT PURPOSE. IT .1345 1'-0" 2'-2" 10'-6 3/16" 219# OBolt Connection & Plate Schedule REV: DATE: BY: DESCRIPTION: BUILDER: North Valley Building Systems, Inc. 16-023613-01 UNLESS NOTED OTHERWISE. BUTLER MFG. ENGINEER'S SEAL DOES NOT Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo CUSTOMER: Konyn Orchards THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE SIDE OF THE WEB AS THE HILLSIDE WASHER. ANY OTHER PRODUCT OR COMPONENT Dia. Length Thick. Out In �ocAnoN: Durham, California BUTLER 10/20/2016 FURNISHED BY BUTLER EXCEPT TO ANY DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. A 14 A325 3/4" 2 1/2" 3/8" 3 4 Yes 0097284 DESIGN OR PERFORMANCE REQUIREMENTS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, Butler ManufacturingJAGN JG B 8 A325 3/4" 2 1/2" 1/2" 2 2 Yes 0097284 60 —40'-1 11/16" 1.000:12 7 @ 5'-0"-- OD CD 0n N on 44 C/1 0 CD r4 In N CD M m M ko t` CD e-1 r -I VPC FLENAME: 16-023613-01 10202016 9:59:22 a division of BlwScope Bindings North America, Inc. FRAME CROSS SECTION AT FRAME LINE (S) 2 ( L 6 2'-5 7/8" No. C82293 Exp. 3- 1-18 5 2'-7 13/16" 4 1'-10" Z '' GG�Zt .�((o _ 1, C71VI�- �\Q' lFOF CALiFd� 2 4' -0" 1 8 1/2" Dimension Key Shape Name = Solar- Roof Cover Wall 4, Frame 2 PERMIT SET- For Building Dept. Approval 1. USE 1/2 X 1 1/2 A325T BOLT 49080 AND NUT 47120 ( ) � ) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY THE WORK PRODUCT OF BUTLER BUTLER MFG. ITIS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE AND BE FOR BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 FRAME CROSS SECTION AT FRAME LINE(S) 2 A MFG. AND DESIGN AND PERFORMANCE ORDER MAY REPRODUCED ONLY THAT PURPOSE. IT SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, . REQUIREMENTS SPECIFIED BY BUTLER. THE SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT REV: DATE: BY: DESCRIPTION: BUILDER: North Valley Building Systems, Inc. 16-023613-01 UNLESS NOTED OTHERWISE. BUTLER MFG. ENGINEER'S SEAL DOES NOT PRIOR WRITTEN APPROVAL OF BUTLER MFG. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME APPLY TO THE PERFORMANCE OR DESIGN OF CUSTOMER: Konyn Orchards THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE SIDE OF THE WEB AS THE HILLSIDE WASHER. ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS �ocAnoN: Durham, California BUTLER 10/20/2016 FURNISHED BY BUTLER EXCEPT TO ANY DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. DRANIWCHECK: / PROJECT: Konyn Orchards DESIGN OR PERFORMANCE REQUIREMENTS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, Butler ManufacturingJAGN JG DRAwiNcscAI.E: NTS BULDEF7SPOR: 16.971 PAGE: 8 SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VPC VERSION: 2016.1d VPC FLENAME: 16-023613-01 10202016 9:59:22 a division of BlwScope Bindings North America, Inc. 11/16" 1.000:1 7 @ 5 F -or,_ O L0 0 N pq r rsa M 40'-0 " B FRAME CROSS SECTION AT FRAME LINE (S) 3 Frame Clearances Frame Member Schedule No. C 82293y 6 2'-5 7/8" 5 2'-7 13/16" Horiz. Clearance between members l(CX005) and 4(CX006): 35'-8 3/4" Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Approx.Weight Vert. r- Clearance at member 1(CX005): 12 1 1/16„ CX005 1 5.0000 .1875 .1345 1'-0" 1'-9" 13'-6 3/4" 234# Vert. Clearance at member 4(CX006): 9'-2 3/8" THE BUTLER MFG. ENGINEER'S SEAL APPLIESUNIVIAIHtz ONLY THE WORK PRODUCT OF BUTLER RBX005 2 5.0000 .1875 .1345 1'-1 " 911 35'-11 1/8” 422# Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) Rev: DATE: BY: DESCRIPTION: 3 5.0000 .1875 .1345 9" 1'-0" DAFE BUTLER 10/20/2016 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE LOCATION:CUSTOME LocnnoN: Durham, California SIDE OF THE WEB AS THE HILLSIDE WASHER. ANY OTHER PRODUCT OR COMPONENT CX006 4 5.0000 .1875 .1345 1'-0" 1'-1" 10'-5 1/8" 161# DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. PAC .1 VPC VERSION: 2016.1d 9 DRAwnNc scALE: MS 111 11 DERE POR: 16_J71 . _ __ _-. - ....,..... a division of BlueScops Shcdings North America, Inc. Bolt Connection & Plate Schedule Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo Dia. Length Thick. Out In A 10 A325 3/4" 2 1/2" 3/8" 2 3 Yes 0097284 B 10 A325 3/4" 2 1/2" 3/8" 3 2 Yes 0097284 11/16" 1.000:1 7 @ 5 F -or,_ O L0 0 N pq r rsa M rPC FLENAME: 16-023613-01 40'-0 " B FRAME CROSS SECTION AT FRAME LINE (S) 3 7 2@ 31-6" No. C 82293y 6 2'-5 7/8" 5 2'-7 13/16" r,. '' rll Exp.3-3118 ZoL6 4 1 I _l 3 3'_6rr rl CIV,` �\P �FOF CAL\FO�� 2 4'-0" 1 8 1/2" Dimension Key PERMIT SET- For Building Dept. Approval Shape Name =Solar- Roof Cover Wall 4, Frames 1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIESUNIVIAIHtz ONLY THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 FRAME CROSS SECTION AT FRAME LI NE(S) 3 W/0 WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, AND DESIGN AND PERFORMANCE MFG. A APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, . REQUIREMENTS SPECIFIED BY BUTLER. THE SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. Rev: DATE: BY: DESCRIPTION: BUILDER: North Valley Building Systems, Inc. JOB #: 16-023613-01 UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF Konya Orchards DAFE BUTLER 10/20/2016 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE LOCATION:CUSTOME LocnnoN: Durham, California SIDE OF THE WEB AS THE HILLSIDE WASHER. ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAvuwcrEcic: FURNISHED BY BUTLER EXCEPT TO ANY DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, Butler Manufacturing JAGN / JG PROJECT: Konyn Orchards DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. PAC .1 VPC VERSION: 2016.1d 9 DRAwnNc scALE: MS 111 11 DERE POR: 16_J71 . _ __ _-. - ....,..... a division of BlueScops Shcdings North America, Inc. rPC FLENAME: 16-023613-01 Frame Member Schedule Part Mem Width Thick WebThk. Depthl CX007 1 6.0000 .2500 .1345 9" RBX006 2 5.0000 .1345 .1345 9" 3 5.0000 .1345 .1345 9" CX007 4 6.0000 .2500 .1345 9" 2 l'-0 1/2" 1 8" Dimension Key Depth2 9" 9" 911 9" Approx.Lgth 13'-2 7/16" 26'-7 3/4" Approx.Weight 209# 246# 13'-2 7/16" 209# Frame Clearances Horiz. Clearance between members l(CX007) and 4(CX007): 26'-8" Vert. Clearance at member l(CX007): 12'-2 11/16" Vert. Clearance at member 4(CX007): 12'-2 11/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) OBolt Connection & Plate Schedule Id Qty Grade Bolt Bolt Plate Rows Rows PartNo Dia. Length Thick. Out In A 8 A325 3/4" 2 1/2" 3/8" 2 2 0097284 T THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE A A • . REQUIREMENTS SPECIFIED BY BUTLER. THE SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT RBX006 PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: i� THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS FURNISHED BY BUTLER EXCEPT TO ANY DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. DESIGN OR PERFORMANCE REQUIREMENTS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, OF TEMPORARY BRACING r t` N O O O O M U U 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. VPC FILENAME: 16-023613-01 8'-2" 9'-6" PORTAL FRAME ELEVATION ALONG C Shape Name = Solar- Roof Cover Wall 4, Frame 1 CLUD THE CORRECT USE THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE B AND DESIGN AND PERFORMANCE MFG. A APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT . REQUIREMENTS SPECIFIED BY BUTLER. THE SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: BUTLER MFG. ENGINEER'S SEAL DOES NOT THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS FURNISHED BY BUTLER EXCEPT TO ANY DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. DESIGN OR PERFORMANCE REQUIREMENTS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, OF TEMPORARY BRACING BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE: By: I DESCRIPTION: SPECIFIED BY BUTLER. I IN ING DRAWING SCALE: 10202016 NTS 9:59:24 No. C 82293 x' n Exp. 3-31-18 eT civic \OF C.A��F��� PERMIT SET- For Building Dept. Approval PORTAL FRAME ELEVATION ALONG C BUILDER: North Valley Building Systems, Inc. 'OB " 16-023613-01 CUSTOMER: Konyn Orchards DATE: LOCATION: Durham, California BUTLER 10/20/2016 DRAW WCHECK: PROJECT: Konyn Orchards Butler Manufacturing PAGEJA: / JG : BUILDERSPO#: 16_971 VPCVERSION: 2016.1d 1 10 a division of BImScope BLildirgs North America, Inc. ROD SLOT BACKING PLATE MAY EXIST HARDWARE INSTALL IN THIS ORDER: HILLSIDE WASHER FLAT WASHER "B" FLAT WASHER "A" HEX NUT WALL BRACE ROD ROD DIA. CLEVIS MARK NO. CLEVIS PIN DIA. WASHERS 097572 ROD DIA. NUT A B HILLSIDE 1 095280 095321 096408 46040 043657 —3/6- 095230 095872 095946 043657 —1/2" 5/8- 095233 095945 095946 043657 3/4"095235 / / J © 095946 095948 043658 7/8' 095237 095947 095948 043658 1 095238 095948 D95949 043659 1 1/8" 1 095239 095949 095949 043659 ROD DIA. CLEVIS MARK NO. CLEVIS PIN DIA. 3/8' 097572 1 1/4" 1 2" 097573 5 8 095277 3/4' 095278 7/-8- 095279 1 095280 1 1/8" 095281 1 1/4' 095282 1 3 B" 097593 1 1/2" 1 1 2 097594 BRACE ROD ROD BRACING THRU ROD SLOT BR02H1 I COLUMN SHOWN / RAFTER SIMILAR BR02K1 COTTER PIN MAY BE FURNISHED WITHOUT A SHOULDER, THEN TWO COTTER PIN WILL BE PROVIDED. "° 03 ROD BRACING CLEVIS ASSEMBLY F — FEET G — GAGE CX*** = COLUMN (PLATE) BASIC ERECTION GUIDE REQUIRED FOR THIS PROJECT: HFB3060 I = INCHES 0 = OPERATION CGX*** = COLUMN (GAGE) HFB41D6 >35" NOTE: ALL BOLTS TO BE E = EIGHTHS C = FIN/COLOR WCX*** = COLUMN (HOTROLL) (095872) I PRIMARY 1/2" X 1 1/2" A325 WIDESPAN STRUCTURAL SYSTEM PORTAL PANEL/COVERING REFER T0: 4) 1/2" x 1 1/2" W 1 3 1 1 7 2 6 1 K T D RBX*** = RAFTER (PLATE) a A325 BOLTS (49080) 2013 INSTALLATION GUIDE * F F I I E G G 0 C C C BGX*** - RAFTER (GAGE) o c PURLIN I 2-1 LENGTH CODE WRX*** - RAFTER (HOTROLL) / / J © GPBC__ 0 0 DI TRX'** = TRUSS RAFTER © 1/2" X 1 1/2" A325 BOLTS (49080) WITH - --------- ----- - INSULATION (2) ANCHOR RODS HARDENED WASHER (095872) EACH SIDE I B 1 3 0 1 0 3 6 0 3 0 W V ICX*** - INTERIOR COLUMN m (TYP AT PURLIN END OF BRACE) FLANGEBRACE ** F F F I I I I I I E C C PCX*** - PIPE COLUMN (CFO—) OR (HFB—) LENGTH WIDTH THK CODE TCX*** =TUBE COLUMN ANCHOR RODS. NUTS CLIP REWD W/ SECONDARY (STANDARD) THICK fUNCES FLANGE BRACE WILL TYPICALLY 0 B Z 1 9 1 1 4 1 7----- EPX*** = ENDPOST (PLATE) '.EV. DATEDE/18/13 FEY. NO. 01 CONNECT TO THE WEB OF THE * * * F F I 1 E G G * + * * * EGX*** - ENDPOST (GAGE) 1 /2" x 1 1/2* FRAME MEMBER. DEPTH T LENGTH GAGE ADJUST.CODES A-325 BOLT SHAPE CBX*** = CANOPY (PLATE) (49080) TYP. � FLANGE BRACE (GFB— OR HFB—) e SECONDARY (SPECIAL) CBX*** = PIGGYBACK CANOPY FLANGE BRACE REQUIREMENTS: a // 0 0 1 Q 8 Z 1 9 1 1 4 1 7- -- DCC*** = 8 1/2" GAGE POST • P F I I E c c• +• COUNTER DEPTH& LENGTH GAGE ADJUST.CODES DCE*** = 10" GAGE POST SHAPE ROD BRACING RS -THREADS BOTH ENDS 0 3 R S 2 5 1 0 BfJTLER I E * * F F I I RT = THREADS ONE END - CLEVIS ONE END m RU = CLEVIS BOTH ENDS DIA LENGTH RP = THREAD BOTH ENDS - NO HILLSIDES REV DATE08/20/11 REV. N0.01 MARK NUMBER KEY Q 001 REV. DATE:01/30/14 IFEV. N BASIC ERECTION GUIDE —STRUCTURAL EN508 COMMON GENERATED MARK NUMBERS ENB002 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. VPC FLENAME: 16-023613-01 9 FRAME FLANGE BRACE (2 OR 4) A325 BOLTS HFB3060 BRACE BRACE ROOF HFB41D6 >35" NOTE: ALL BOLTS TO BE LOCATION LOCATION SECONDARY (095872) I PRIMARY 1/2" X 1 1/2" A325 MEMBER PORTAL FRAME BOLTS (49080) (U. N.O.) 4) 1/2" x 1 1/2" FRAME y a A325 BOLTS (49080) o *• •+n I II o c PURLIN I 2-1 (095872) REQUIRED AS / / J © GPBC__ 0 0 DI © 1/2" X 1 1/2" A325 BOLTS (49080) WITH - --------- ----- - L (2) ANCHOR RODS HARDENED WASHER (095872) EACH SIDE / m (TYP AT PURLIN END OF BRACE) FLANGEBRACE / (CFO—) OR (HFB—) ANCHOR RODS. NUTS CLIP REWD W/ AND WASHERS ARE THICK fUNCES FLANGE BRACE WILL TYPICALLY '.EV. DATEDE/18/13 FEY. NO. 01 CONNECT TO THE WEB OF THE GAGE POST BASE CONNECTION FACTORY ATTACHED BASE CLIP 1 /2" x 1 1/2* FRAME MEMBER. A-325 BOLT (49080) TYP. � FLANGE BRACE (GFB— OR HFB—) e FLANGE BRACE REQUIREMENTS: a // ALTERNATE CONNECTIONS FLANGE BRACE REQUIREMENTS: RULE#1— ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. PORTAL COLUMN DEPTH FLANGE BRACE < 24" HFB3060 > 24" do < 36" HFB41D6 >35" HFB6032 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 NOTES: WHEN PART MARK IS ACCOMPANIED BY (2). © FIELD DRILL 9/16" HOLES IN PRIMARY AND PORTAL FRAME WEBS RULE#4— WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE FOR FLANGE BRACE CONNECTIONS. CENTER OF THE BUILDING. © DRILL 9/16" HOLE IN PORTAL FRAME COLUMN WEB APPROX. 2" RULE#5— WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME FROM BOLTING PLATE ® BEAM �. SIDE OF THE FRAME WEB. ** 10" do 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. CAM °'/01/w "� "° °° TYPICAL FLANGE BRACE CONNECTIONS REV. DATE:03/17/16 REV. NO. 03 PORTAL FRAME DETAIL BR06AE CONT. PURLIN LAP SHOWN, CONT. GIRT do SIMPLE PURLIN BR12J1 CONNECTION TO FRAME GAGE POST " POST SHOWN 8110"2GAGE POST POST SIMILAR /Il1 I ill ' nio `mvv11`, 114 .Lvvuv� 1I 1 114 v 1n 1 -1V 1 iu.wiv, 1\"1v1ra­ , i ," ... � . , - BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE FACTORY ATTACHED REQUIREMENTS SPECIFIED BY BUTLER. THE SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT WASHER I FACTORY ATTACHED: APPLY TO THE PERFORMANCE OR DESIGN OF (095872) I GAGE POST BASE CLIPS GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS FURNISHED BY BUTLER EXCEPT TO ANY 1) GPBC__ ATTACH WITH DESIGN OR PERFORMANCE REQUIREMENTS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, 4) 1/2" x 1 1/2" I I A325 BOLTS (49080) i II 4) 1/2" DIA. WASHERS II (095872) REQUIRED AS GPBC__ SHOWN. 3/4" DIA. ANCHOR RODS 11 QQ'P 5�G 3/4" FLAT WASHERS * 8 1/2" POST REQUIRES L (2) ANCHOR RODS q2 10" POST REQUIRED (4) ANCHOR RODS ANCHOR RODS. NUTS AND WASHERS ARE BY BUILDER '.EV. DATEDE/18/13 FEY. NO. 01 GAGE POST BASE CONNECTION FACTORY ATTACHED BASE CLIP PF13D2 THE BUTLER MFG. ENGINEER'S SEAL APPLIES ' nio `mvv11`, 114 .Lvvuv� 1I 1 114 v 1n 1 -1V 1 iu.wiv, 1\"1v1ra­ , i ," ... � . , - BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT REQUIREMENTS SPECIFIED BY BUTLER. THE SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT BUTLER MFG. ENGINEER'S SEAL DOES NOT PRIOR WRITTEN APPROVAL OF BUTLER MFG. APPLY TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS FURNISHED BY BUTLER EXCEPT TO ANY DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. DESIGN OR PERFORMANCE REQUIREMENTS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, 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: NITS 10/182016 SEDSheet 15:15:21 I � I ENDPOST RAKE BEAM E:06/24/11 REV. NO. OI ENDPOST TOP BRACING BR25A3 ENDPOST WITHIN 6" (152mm) OF PURLIN No. C 82293 Exp, 3-31-18 LST 01V Iv �Q PERMIT SET- For Building Dept. Approval PRIMARY BRACING SED'S BUILDER: North Valley Building Systems, Inc. JOB#: 16-023613-01 CUSTOMER: Konyn Orchards DATE: LOCATION: Durham, California BUTLER Butler Manufacturing VPC VERSION: 2016.1d 10/20/2016 DRAWNYCHECK: JAGN / JG PROJEcT: Konyn Orchards BULDERSPOR: 16_971 PAGE: 11 e division of&l Scope Bindings North America, Inc. r Secondary Part Schedule Mark Part Thick. Depth Lap Detail E1 08H2911414BDB31 0.0790 8 1/2" BR09W2 E2 08E2911414BDB31 0.0790 8 1/2" RS12PF,RSI2PE,RSI2PJ P1 08Z3311412B5B1 0.0980 8 1/2" 3'-10 1/2" RS02T1,RSO1T1 P2 08Z33ll4llB5B1 0.1130 8 1/2" 3'-10 1/2" RS02T1,RS01T1 O Secondary Bracing Schedule 1 Id Qty Mark No Spacing 1 9 PBA0503 5'-0" 2 9 PBA0210 2'-5 7/8" 3 12 CPBB050108(Typ.) 5'-0" 4 2 CPBB020906 2'-7 13/16" See SED: BR09K5, BR09JG, BR09RY, BR09RZ, BR09PH BR09JH, BR09K2 OPart Mark Key 1 001SGA07071 2 001SGA19114 3 001SGA12054 4 002SGA07071 5 002SGA19114 6 002SGA12054 �o P�1 I 0 c a m _e C 4 1R1B1 1R1B2 _n N L N N N yN I ❑ Dimension Key PERMIT SET- For Building Dept. Approval Shape Name =Solar - Roof Cover 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 P2 I I I I P2 I I I I i I I I I I I I I I I I I I I I I I � I 1Pl ( Typ .) I I I I IPl (Typ i l I I F) BL 9'-611 29'-6„ 60'-0" ROOF SECONDARY PLAN 01 01 01 I BL 1 6" ❑ Dimension Key PERMIT SET- For Building Dept. Approval Shape Name =Solar - Roof Cover 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER NINb BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 ROOF SECONDARY PLAN W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE REQUIREMENTS SPECIFIED BY BUTLER. THE SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT REV: DATE: BY: DESCRIPTION: BUILDER: North Valley Building Systems, Inc. JOB � STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION BUTLER MFG. ENGINEER'S SEAL DOES NOT PRIOR WRITTEN APPROVAL OF BUTLER MFG. 16-023613-01 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE D OF WALL AND ROOF SHEETS. APPLY TO THE PERFORMANCE OR DESIGN OF CUSTOMER: Konyn Orchards 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCATION: Durham, California BUTLER 10/20/2016 DR wECK: FURNISHED BY BUTLER EXCEPT TO ANY DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: Konyn Orchards G / Butler Manufacturing DESIGN OR PERFORMANCE REQUIREMENTS JG PGE. SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BULDERS POW 16-971 VPCVERSION: 2016.14 12 VPC FLENAME: 16423613-01 BRACE ¢ FR/NAE BRACE ERECTION NOTE; USE (2) 1/2" USE (1) 11 /32" X 1 1 /4" EAVE STRUT BEND PBA TABS " 4" T-45 GRAY AND USE (2)11 32 X 1 1 / / ROOF LOCATION LOCATION SECONDARY WHEN A CHANNEL BRACE DOES NOT LINE UP WITH ANOTHER GALV. HEX NUTS T-45 GRAY SCRUBOLT 097352) 47120 LOCATE ( ) ,AT SCRUBOLT 097352 AND SCRUBOLT NUT (097267) ( ) (HEAD OF TO BE ON OUTSIDE OF EAVE STRUT) MEMBER CHANNEL BRACE OR THE SLOTS IN THE PURLIN WEB FOR SCRUBOL7 SCRUBOLT NUT (097267 (1) NUT ON EACH A DROP PIN CONNECTION BEND THE CHANNEL TABS TOWARD CHANNEL HEAD OF SCRUBOLT TO SIDE OF PURLIN EAVE PURUNTHE o PURLIN WEB AND USE A SELF -DRILLER (55307) TO ATTACH. PURLIN BRACE (CPB-)(TYP.) BE ON OUTSIDE OF USE TOP HOLEOF EAVE STRUT ANTI -ROLL CLIP BRACE ASSY. EAVE STRUT VIEW FOR TAB ATTACHMENT of IFPRESENT.(PBA-) ----- (2) 1/4-14 x 1 1/4"FLANGE NK (2) 1/4-14 x 1 1/4" STRUCT. SCREWS BRACE (CFEI-) OR (HFB-) STRUCT. SCREWS (55307) CLI (55307) THIFLANGE BRACE WILL TYPICALLY CONNECT TO THE WEB OF THE FRAME MEMBER. CHANNEL CHANNEL FACE OF BRACE BRACE EAVE STRUT O — (CPB-) (CPB-) ® PURLIN ALTERNATE CONNECTIONS FLANGE BRACE REQUIREMENTS: RULE#1- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. — PURLIN EAVE PURLIN BRACE USE (2) 1/2" GALV. HEX EAVE RULE#2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON DETAIL BR09JG EAVE STRUT (PBA-) AT 8 1/2", 10% NUTS (47120 LOCATE (1) STRUT CROSS SECTION IS NOT ACCOMPANIED BY (2). PURLIN I BRACE STRAP 11 1/2" PURLINS. NUT EACH SIDE OF PURLIN RULE#3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB (1) 1/4" X 6 1/4" (ESBSI) AT 8 1/2", (NOT REQ. AT 7" PURLIN WHEN PART MARK IS ACCOMPANIED BY (2). DROP PIN (097556) 10" 11 1/2" EAVE STRUT TO 7" EAVE STRUT ) EAVE PURLIN RULE#4— WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE CENTER OF THE BUILDING. USE WHEN CHANNEL BRACE USE WHEN CHANNEL BRACE (TYP. PER EACH END) (JCP051050) AT 7" EAVE STRUT BRACE ASSY. (PBA-)(TYP.) RULE#5- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME DOES LINE UP WITH THE DOES NOT LINE UP WITH SLOTS IN THE PURLIN WEB. THE SLOTS IN THE PURLIN WEB. I I AVE STRUT PURLIN NOTE: SEE ERECTION DRAWINGS SIDE OF THE FRAME WEB. FOR LOCATION ** 10" & 11 1/2" PURLINS REOUIRE 3 BOLTS AT EACH END OF PURLIN LAP. FOR LOW OR HIGH EAVE LOCATIONS. PAIL-04/01/11REV. N0. 01 REV. DAT SINGLE CHANNEL PURLIN BRACE ENDING AT PURLIN WEB LOCATION REV DATC01/07/13 REV. NO. 04 EAVE BRACE STRAP AND EAVE PURLIN BRACE BR091<2 LOCATED AT EAVE - CENTERLINE OF FRAME REV. DATE:fI/26/72 REV. N0. 01 EAVE STRUT BRACE REV. RAM 07/01/09 I REV. NO. Oa TYPICAL FLANGE BRACE CONNECTIONS CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN CHANNEL BRACE ENDING AT PURLIN WEB BR09JG ISELF-DRILLER WITH BENT TABS REV. c-07/01/09 REV. NO.00 BR09JH BRO9K5 BR06AE END FRAME INT. FRAME INT. FRAME INT. FRAME DETAIL USED FOR INTERIOR BAY AND AT FRAME LINE END BAY INTERIOR BAY **FIELD DRILL HIGH EAVE STRUT (1) 5/16" DIA. (1) PURLIN BRACE 0 1 0 0 (1) PURLIN BRACE ] O 0 OEAVE PURLIN HOLE (IF REQUIRED) BRACE (PBA-) FOR SCRU-BOLT CHANNEL CHANNEL O CHANNEL CONNECTION ADJUST. CODES PURLIN BRACE (CPBIN BRA) (2) PURLIN BRACE O 0 BOTTOM of += GAGE CHANNELS (2) PURLIN BRACE ° > > ° ROOF SHEET EIGHTHS (3) PURLIN BRACE 1 1 J Q CHANNELS � � � � INCHESI LENGTH CHANNELS ** FFFTI (millimeters) (4) PURLIN BRACE (4) PURLIN BRACE SHAPE y� CHANNELS CHANNELS 1�t 10U�vN DEPTH s � � 3" TYPICAL � ;c 3° TYPICAL � CLUSTER � CLUSTER STANDARD NOTES: STANDARD NOTES: DEPTH SHAPE GAGE - PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES. - PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES. I USE (1) 11/32" X 1 1/4" 07 = 7" Z = ZEE 11 = 0.113 THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: T-45 GRAY SCRUSOLT 097352) 08 = 8 1/2" C = CEE 12 = 0.098 PURLIN 0 — DO NOT INSTALL PURUN BRACES AT THIS CLUSTER LOCATION. 0 — DO NOT INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. SCRUBOLT NUT (097267) HEAD OF SCRUBOLT TO 10 = 10" E = LOW EAVE STRUT 13 = 0.088 H — HIGH EAVE STRUT ] - INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. ] - INSTALL PURUN BRACES AT THIS CLUSTER LOCATION. BE ON OUTSIDE OF USE (2) 1/2" 11 = 11 1/2" 14 = 0.079 15 = 0.073 (1) 1/4" X 6 1/4" SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS. SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS. EAVE STRUT GALV. HEX NUTS 16 = 0.068 DROP PIN (097556) (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. 47120) LOCATE 1) NUT ON EACH *NOTE: SEE ROOF FRAMING PLAN FOR 17 = 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 SIDE OF PURLIN PBA- LOCATION AND QUANTITY. LOCATE PBA- IN UPPER POSITION PROVIDED THEY ARE ALIGNED FROM EAVE TO EAVE IN A GIVEN BAY. PROVIDED THEY ARE ALIGNED FROM EAVE TO EAVE IN A GIVEN BAY. WHEN ONLY (1)PBA IS REQUIRED. PURLIN BRACE CLUSTER LOCATION END BAY CHANNEL LOCATION REV' °ATE`°7/01 09 RE"' "°.°° PURLIN BRACE CLUSTER LOCATION BR09RZ INTERIOR BAY CHANNEL LOCATION REV. DATE:11/2fi/12 REV. N0. 01 HIGH EAVE PURLIN BRACE ALL WALL PANEL TYPE REV. DATE: 07/01/09 REV, N°.Do SECONDARY PART MARK NUMBER COMMON GENERATED MARK NUMBERS REV. DATE:D7/01/D9 REV. NO.OD SINGLE CHANNEL PURLIN BRACE INTERMEDIATE LOCATION R"OATEi07/D1/09 REV. "°�°° BR09RY• IL BR09W2 EN51B1 BR09PH ERECTION DRAWING PART MARK PGI CLIP YTTIIT ADJUST. CODES C P 2 1/2" 2 5/8' " elf GAGE R , /AR EIGHTHS , INCHE LENGTH 1 W 1 B 3 VARIES WELDED CLIP CONNECTION FtA,E BOLTED CLIP CONNECTION FFFTJmillimeters ALT. CONNECTION FR ALT. CONNECTION SHAPE DEPTHCOUNTER Y-LBAY NUMBER N CARIES ° I J ANOPY (C) /PARTITION (P)/ L P a15 '��.-LJ$ DEPTH SHAPE GAGE ROOF(R)/WALL(W) NUMBER �C? 1 t� No. C 82293 m 07 = 7" ZS = ZEE 11 = 0.113 CLIPS MAY REQUIRED FOR i� Ex 3- 1-18 IF7 p' 08 = 8 1 /2" CS = CEE 12 = 0.098 10 — 10" ES — LOW EAVE STRUT 13 — 0.088 BUILDING SHAPE 5/8" FR PURLIN TO FRAME CONNECTIONS. 0 REFER TO INDIVIDUAL FRAME (�Z(b THE BAY/BUNDLE CODE IDENTIFIES HS — HIGH EAVE STRUT 11 = 11 1/2- BB = BACK TO BACK CEE 14 = 0.079CROSS 15 0.073 0" SECTIONS FOR BOLTED CUP PART NUMBERS AND THEIR /l LSA CIVI� \\Q� FB = FACE TO BACK CEE = FF = FACE TO FACE CEE 16 - 0.068 THE BUILDING CANOPY/PARTITION / \I LOCATIONS. 9�FOF CA1-�F��\ 17 — 0.060 ROOF/WALL PLANE AND BAY 1/2" PURLINS PERMIT SET- For Building Dept. Approval pEv. I>.nnTE:m/D1/09 1 REv, NO. 00 1 SPECIAL SECONDARY PART MARK KEY aev. DATE:01/31/13 IREV. N0. 01 SECONDARY BUNDLE LOCATION KEY REV. aT0o7/o1/09 REV. N0.00 PURLIN AND GIRT SIZES REV. OATE:DB/17/13 REV. ND. D] PURLIN CONNECTION AT INTERIOR FRAME CONTINUOUS PURLINS EN53F1 RS01 T1 EN51 B2 COMMON GENERATED MARK NUMBERS EN51 B3 ALL SECONDARY DEPTHS 8 1/2" 216mm 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIESIHE ONLY THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CIN, MO 64102 ROOF SECONDARY SED'S W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. AND DESIGN AND PERFORMANCE MFG. A APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE . REQUIREMENTS SPECIFIED BY BUTLER. THE SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT REV: DATE: BY: DESCRIPTION: BUILDER: North Valle Building Systems, Inc. y 9 y 'oB>x: STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION BUTLER MFG. ENGINEER'S SEAL DOES NOT PRIOR WRITTEN APPROVAL OF BUTLER MFG. 16-023613-01 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE DATE: OF WALL AND ROOF SHEETS.APPLY TO THE PERFORMANCE OR DESIGN OF CUSTOMER: Konyn Orchards 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.GOOD ANY OTHER PRODUCT OR COMPONENT QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCATION: Durham, California BUTLER 10/20/2016 FURNISHED BY BUTLER EXCEPT TO ANY DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. DRAWN/CHECK: JA / JG DESIGN OR PERFORMANCE REQUIREMENTS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT. Konyn Orchards Butler Manufacturing DRAWING SCALE: NTS PACE:: 13 SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUILDERS POp: 16_971 VPC VERSION: 2D16.1 d VPC FILEN ME: 16-023613-01 10/15rzwu 5tusnee[ TDIT D:L3 "" ..........................r.. .._.-.. m_...,. _.. ...._..—...._. PG1 CLIP WELDED CLIP CONNECTION ALT. CONNECTION ENDBAY ROOF PURLIN BOLTED CLIP CONNECTION ALT. CONNECTION ESH1 CLIPS MAY BE REQUIRED FOR PURLIN TO FRAME CONNECTIONS. REFER TO INDIVIDUAL FRAME CROSS SECTIONS FOR BOLTED CLIP PART NUMBERS AND THEIR LOCATIONS. FURNISHED BY BUTLER EXCEPT TO ANY DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, \� o RAKE BEAM e P� 4�- l� REv. 0AT 06/17/REV-No PURLIN CONNECTION TO END FRAME CONTINUOUS PURLINS RS02T1 EAVE STRUT I BRACE STRAP I O (ESBS1) + O Op O SHIM PLATE (SEE CHART) I PLATE (EAP1) SIDEWALL OR SOLDIER COLUMN SHIM PLATE ROOF PITCH RANGE PART NUMBER .25 TO 1.99 N/A 2.0 TO 2.49 N/A 2.5 TO 3.49 ESH1 3.5 TO 4.00 ESH2 EAVE STRUT (4) 1/2" A307 THIN HEAD BOLT (096636) dE NUT (095032) _ I/ L— BOLT EAVE STRUT AND �\\Illllr EAP1 PLATE TO FRAME W/ (8) 1/2" X 2" A325 BOLT (097280) LOW EAVE STRUT SHOWN - HIGH EAVE STRUT USES SIMILAR PARTS. -E 03n6/+5 REV. NO. OA I EAVE STRUT W/ ATTACHMENT PLATE RS12PE 11 INTERIOR FRAME ROOF BEAM N DTE: EAP2 PLATE ONLY REQ'D. WHEN CALLED OUT ON FRAME CROSS SECTION SHIM PLATE (SEE CHART) - PLATE (EAP2) SIDEWALL OR SOLDIER COLUMN --, SHIM PLATE ROOF PITCH RANGE PART NUMBER. .25 TO 1.99 N A 2.0 TO 2.49 N/A 2.5 TO 3.49 ESH1 3.5 TO 4.00 ESH2 ROOF BEAM II PURLIN OR - EAVE STRUT EAVE STRUT AND THE BUTLER MFG. ENGINEER'S SEAL APPLIES BOLT EAP2 PLATE TO FRAME W/ i\oaq� / A325BOLT (097280) T •1'-0" AT 7' & 8 1/2" OUTSET REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT 1'-3" AT 10" & 11 1/2" OUTSET LOW EAVE STRUT SHOWN - HIGH EAVE STRUT USES SIMILAR PARTS. lE03/29/15 I REV. NO. 02 EAVE STRUT W/ ATTACHMENT PLATE I END FRAME RS12PF 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. ONLY . AND DESIGN AND PERFORMANCE THE WORK PRODUCT OF BUTLER MFG. A APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT PRIOR WRITTEN APPROVAL OF BUTLER MFG. OF WALL AND ROOF SHEETS. APPLY TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS FURNISHED BY BUTLER EXCEPT TO ANY DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, BEND TABS AWAY DESIGN OR PERFORMANCE REQUIREMENTS INCLUDING THE CORRECT USE OF TEMPORARY BRACING. SPECIFIED BY BUTLER. VPC FILENAME: 16-023613-01 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. O m-12/0s/oa 1 REv. NO. 00 PANEL CLIP AT EAVE STRUT RS12PJ LOCATED WHERE STRUT STOPS BUT CONNECTION REQUIR BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE: BY: I DESCRIPTION: DRAWNG SCALE: NTS 10/182016 SEDSheet 15:1525 f cl' No. C 82293 Exp. 3-3}}-18 cIV1� FOF C��\F PERMIT SET- For Building Dept. Approval ROOF SECONDARY SED'S BUILDER: North Valley Building Systems, Inc. 1OB 16- 16-023613-01 CUSTOMER: Konyn Orchards LOCATION: Durham, California BUTLER y 10/20/2016 DRANM/CHECK: PROJECT: Konyn Orchards Butler Manufacturing JAGN / JG PAGE: BUILDER'S POp: 16-971 VPC VERSION: 2016.1 d 1 14 a division of BimScope B LAIdings North America, Inc. INSERT PANEL CLIP ADAPTER (0543130) THRU HOLES AND BEND TABS AWAY O 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. O m-12/0s/oa 1 REv. NO. 00 PANEL CLIP AT EAVE STRUT RS12PJ LOCATED WHERE STRUT STOPS BUT CONNECTION REQUIR BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE: BY: I DESCRIPTION: DRAWNG SCALE: NTS 10/182016 SEDSheet 15:1525 f cl' No. C 82293 Exp. 3-3}}-18 cIV1� FOF C��\F PERMIT SET- For Building Dept. Approval ROOF SECONDARY SED'S BUILDER: North Valley Building Systems, Inc. 1OB 16- 16-023613-01 CUSTOMER: Konyn Orchards LOCATION: Durham, California BUTLER y 10/20/2016 DRANM/CHECK: PROJECT: Konyn Orchards Butler Manufacturing JAGN / JG PAGE: BUILDER'S POp: 16-971 VPC VERSION: 2016.1 d 1 14 a division of BimScope B LAIdings North America, Inc. Secondary Part Schedule Mark Part Thick. Depth Detail G14 00108ZS180101610 0.0680 8 1/2" WSR00l,WS0lH2,WSR004 G15 00208ZS180101510 0.0730 8 1/2" WSR00l,WSR004,WS0lH2 Q Q y 1W1B0 1W1B1 20'-0" 1 20'-0" CL 40-011- 13L 0-0"BL BL SECONDARY ELEVATION AT 1 ,Q. ES v' No.C 82293 �"j r= 111. 3-3##-18 1 4'-0" 1 GFA206 ❑ Dimension Key OPart Mark Key PERMIT SET- For Building Dept. Approval Shape Name =Solar -Roof Cover, Wall = 1 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIESNS ONLY THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 SECONDARY ELEVATION AT 1 W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. AND DESIGN AND PERFORMANCE A MFG. A APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE . REQUIREMENTS SPECIFIED BY BUTLER. THE SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT REV: DATE: 3v: DescRIPTION: euILDER: North Valley Building Systems, Inc. J # STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION BUTLER MFG. ENGINEER'S SEAL DOES NOT PRIOR WRITTEN APPROVAL OF BUTLER MFG. 16-023613-01 1 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE DA OF WALL AND ROOF SHEETS. APPLY TO THE PERFORMANCE OR DESIGN OF CUSTOMER: Konyn Orchards 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCATION: Durham, California BUTLER 10/20/2016 DanwwCiECJc: JAGN / JG FURNISHED BY BUTLER EXCEPT TO ANY DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. PROJECT: Konyn Orchards DESIGN OR PERFORMANCE REQUIREMENTS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, Butler Manufacturing DRAWING SCALE: MS PAGE: 15 SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUILDERS POC: 16-971 VPC VERSION: 2016.1d /PC FILENAME 16-023613-01 Secondary Part Schedule Mark Part G16 00308ZSO40101700 G6 08Z3211414B400 J1 00108JS0702217 J2 00208JS0702217 Bracing Part Schedule Thick. Depth Lap Detail Part Qty Length Detail 0.0600 8 1/2" WSR001,WS20F2,BR10F5 04RS3108 2 31'-8" BR02H1 0.0790 8 1/2" 2'-10 1/2" WSR001,WSOIG3 0.0600 8 1/2" BRlOF5,WS2OB2,WS2OB8 0.0600 8 1/2" BR10F5,WS2OB2,WS2OB8 3 2 1 I----------------------------------------------- ----------------------------------------------- I I I I - I I M I G6 0gRs3108 G6 C:) N I 0 0 I I I G16 N G16 h I M I 0gR53ti�a I I I I I N N I 1W2B1 1W2B2 BL 9'-6" 29'-6" CL 60'-0" SECONDARY ELEVATION AT A CL BL 3 4'-0"U �yT��FC 2 4'-4 1/2" 2 PG1 1 6" 1 JTG1 Dimension Key OPart Mark Key Shape Name = Solar- Roof Cover, Wall = 2 PERMIT SET- For Building Dept. Approval 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 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 BY BUTLER. 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. BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 SECONDARY ELEVATION AT A REV: DATE: BY: DESCRIPTION: BUILDER: North Valley Building Systems, Inc. CUSTOMER: Konyn Orchards LOCATION Durham, California PROJECT: Konyn Orchards Bu�DEIzsPoa: 16-971 BUTLER Butler Manufacturing VPC VERSION: 2016.1d JO 16-023613-01 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. 10/20/2016 DRAWN/CHECK: JAGN / JG DRAWING SCALE' NTS PACE: 16 10202016 9:5927 a division of BImScope B u Idi ngs North America, Inc. VPC FLENAME: 16-029613-01 Secondary Part Schedule Mark Part G10 08Z3311415B500 G7 08ZO608417BGOO G8 08Z3311412B500 G9 08Z0908417G400 H1 00308JS1600017 J3 00408JS1202217 J4 00508JS0008417 Thick. Depth Lap Detail 0.0730 8 1/2" 3'-10 1/2" WSR001,WSOIG3 0.0600 8 1/2" 1 6" 1 JTG1 WSR001,WS20F2 0.0980 8 1/2" 3'-10 1/2" WSR001,WSOIG3 0.0600 8 1/2" 2'-10 1/2" WSOIG3,WS2OF2 0.0600 8 1/2" BUILDER: North Valley Building Systems, Inc. CUSTOMER: Konyn Orchards WS20F9 0.0600 8 1/2" WS20F9,WS2OF2,WS2OB2,WS2OB8 0.0600 8 1/2" WS20B6,WS2OH2 1 2 3 ----------------------------------------------- ----------------------------------------------- I I I G 8 N I H1 I 0 N I - I I � I I � I i I O O I I I N O I 1 1 r -i I G7(Typ.G10(Typ.) ) I I I I N I I I I 1W4B1 1W4B1 1W4B2 BL 71-O �, 16'-0" -�7'-0 29'-6" SECONDARY ELEVATION AT C s I.- CL _CL 1 BL /PC FLENAME: 16-023613-01 N0. C 82293 � : w Exp. 3- 1-1 r7l' 4 11-101, 4 J 4/�F 3 3'-6" 3 TSCl 61z uo FICA , 2 4'-0" 2 PG1 1 6" 1 JTG1 Dimension Key OPart Mark Key Shape Name =Solar -Roof Cover, wall = a PERMIT SET- For Building Dept. Approval 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 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 BY BUTLER. 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. BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 SECONDARY ELEVATION AT C REV: DATE: BY: DESCRIPTION: BUILDER: North Valley Building Systems, Inc. CUSTOMER: Konyn Orchards OB M. 16-023613-01 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THISLocATION 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. DATE: 10/20/2016 Durham, California BUTLER Butler ManufacturingJAGN VPC VERSION: 2016.1d of Rli-Gnro Riikiimc Nnrth Armnra DRAWWCHECK: / JG PROJECT: Konyn Orchards PACE: 18 Im. DRAWING SCALE: NTS _ -. __ BUILDERS POM: 16-971 nwl..enn /PC FLENAME: 16-023613-01 ROD SLOT BACKING PLATE MAY EXIST HARDWARE INSTALL IN THIS ORDER: HILLSIDE WASHER FLAT WASHER "B" FLAT WASHER "A" HEX NUT BRACE ¢ FRAME BRACE LOCATION LOCATION ROOF SECONDARY WALL BRACE MEMBER ROD ° ° 1 �_ O O DI FLANGE BRACE (GFS—) OR (HFB—) C0]/10/10 N0 01 ROD BRACING THRU ROD SLOT BR02H1 COLUMN SHOWN / RAFTER SIMILAR ADJUST. CODES GAGE mllllm cu DEPTH SHAPE GAGE WASHERS ZS = ZEE ROD DIA. NUT A B HILLSIDE ES — LOW EAVE STRUT 095321 096408 46040 043657 —3/8. 142" 095230 095872 095946 043657 5/8 095233 095945 095946 043657 3 4095235 17 — 0.060 095946 095948 043658 7 S. 095237 095947 095948 043658 1" 095238 095948 095949 043659 1 1 8' 095239 1 095949 095949 043659 C0]/10/10 N0 01 ROD BRACING THRU ROD SLOT BR02H1 COLUMN SHOWN / RAFTER SIMILAR ADJUST. CODES GAGE mllllm cu DEPTH SHAPE GAGE 07 = 7" ZS = ZEE 11 = 0.113 08 = 8 1/2" CS = CEE 12 = 0.098 10 — 10" ES — LOW EAVE STRUT 13 — 0.088 11 = 11 1/2" HS — HIGH EAVE STRUT 14 = 0.079 o � BB = BACK TO BACK CEE u W m RULE#2— SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON FB = FACE TO BACK CEE 15 = 0.073 W/ (4) 1/2- A325 BOLTS FF = FACE TO FACE CEE 16 = 0.068 WHEN PART MARK IS ACCOMPANIED BY (2). 11 1/2" 17 — 0.060 CLIP REO'D W/ FLANGE BRACE WILL TYPICALLY TO UB JAMBS SCUP THICK FLANGES CONNECT TO THE WEB OF THE 11 1/2' FRAME MEMBER. 7" o Z 16 _ L.__j 6 N JTG1 JTG5 N O Z ALTERNATE CONNECTIONS w a FLANGE BRACE REQUIREMENTS: o � RULE#1— ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. u W m RULE#2— SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON JTG2 CROSS SECTION IS NOT ACCOMPANIED BY (2). W/ (4) 1/2- A325 BOLTS RULE#3— FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB N WHEN PART MARK IS ACCOMPANIED BY (2). 11 1/2" RULE#4— WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE JTG2 CENTER OF THE BUILDING. (BY BUILDER) 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. pAM W101/09 RV. NO. 00 TYPICAL FLANGE BRACE CONNECTIONS CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN REV. OATC O]/]0/10 RF BR06AE BR1OF5 ERECTION DRAWING PART MARK 1IF C P R 1 W1 B 3 BAY NUMBER CANOPY (C)/PARTITION(P)/ ROOF(R)/WALL(W) NUMBER BUILDING SHAPE THE BAY/BUNDLE CODE IDENTIFIES THE BUILDING CANOPY/PARTITION/ ROOF/WALL PLANE AND BAY STANDARD GIRT POST WALL PANEL MUST BE ATTACHED TO SUB GIRTS WITH STRUCTURAL FASTENERS AT STANDARD LOCATIONS (WALL PANEL DOES NOT ATTACH TO SUB JAMB) SUB CIRT SUB JAMB DEPTH TO UB JAMBS SCUP 7" 6 1/2' 10 11 1/2' > 24" & <36" 7" JTGS JTC6 (49oBD) TYPICAL _ L.__j 8 1/2" JTG1 JTG5 (2 PCI 0 F 8 1/2" JTGI JTG5 (4908D) TYPICAL v 10' JT04 JTG2 SUB GIRT W/ (4) 1/2- A325 BOLTS _ (490BD) TYPICAL. 0 11 1/2" JTG2 Isi SUB JAMB 1 I/4' LOCATION SECTION 'A' .D GIRT FLANGE BRACE <.24' CLIP (PG1) > 24" & <36" , W/ (4) 1/2 A325 BOLTS SUB GIRT (49oBD) TYPICAL _ L.__j 8 1/2" JTG1 JTG5 (2 PCI 0 F W (6) 1/2' A325 BOLTS F STANDARD GIRT (4908D) TYPICAL 6 1 1/2" SUB JAMB (TYPICAL)CLF (SEE CHART ABOVE) SUB GIRT W/ (4) 1/2- A325 BOLTS _ (490BD) TYPICAL. 1/2" DIAMETER CONCRETE ANCHORS (BY BUILDER) 'A' CORNER ZONE BRACING WALL PLAN VIEW (JAMB SUPPORT) REV. DATE; 07/137/09 1 REV. NO. Do SPECIAL SECONDARY PART MARK KEY REV. OATE.01/31/IS REV. I SECONDARY BUNDLE LOCATION KEY REV. DATE. 07/01/09 1 REV. No.oO PURLIN AND GIRT SIZES EN51B2 COMMON GENERATED MARK NUMBERS F EN 51 B3 ALL SECONDARY DEPTHS EN53F1 8 1/2" 216mm OPTION OPTION SECOND CEE ON A DOUBLE FOR FO'S UP TO 9' X 9' USE (3) 1/4"-14 X 1 1/4" FOR FO'S UP TO 9' X 9' USE (3) 1/4'-14 X 1 1/4" JAMB HELD BACK 6" FROM E SDS (55307) LOCATED APPROX AS SHOWN. SDS (55307) LOCATED APPROX AS SHOWN. EACH END OF MAIN JAMB. NO CLOSER THAN 3/8' FROM EDGE NO CLOSER THAN 3/8" FROM EDGE A OF CLIP OR HOLES. SCREW SPACING NOT OF CLIP OR HOLES. SCREW SPACING NOT LESS THAN 3/4' APART. LESS THAN 3/4" APART. FIELD LOCATE AND DRILL (2) 9/16" 4TRF C B DIAMETER HOLES IN ZEE GIRT �IELDLOCATE AND DRILL (2) 9/16" \ ' p TO ATTACH JAMB (2) 1/2' X 1 1/2" /ER HOLES IN ZEE GIRT A325 BOLT (49080) `TACH5 SOLT JAMB()) 1/2' X 1 1/2" A a JAMB. SINGLE o ` ®OR DOUBLE JAMB CLIPOUBLE JAME AIRT(TSC—) DBASE CONNECTION ul " ACLPJAMB(PG1) (2) 1/2" A307 THIN ZEE GIRT �B 1/2" LOUVER JAMB, 1/2" ANCHOR ENUAD 6(095OLT (032)636) (JAMB SUPPORT A WINDOW JAMB, OR RODS WTH DGIRT) DOUBLE JAMBJAMB EXTENSION HARDENED WASHERME(2) 1/2" A307 THIN CONNECTION 1 1 4" HEAD BOLT (096636) JAMB, —OR—B TO TSC— CLIP 6 r ¢ & NUT (095032) SINGLE W/ (2) 1/2" A325 BOLTS MAX r _� OR DOUBLE OR (4) 1/4 —14 X 1 1/4" 100 e JAMB CAN BE 1 1/2' 1/4 - DEEPER 8 9 a CONCRETE FSNR I THAN THE JAMB SUPPORT GIRT. STRUCT. FASTENER (55307) (ONLY EXCEPTION: 11 YX" JAMB AT 24" O.G. I p V13 E: CONNECTION NCT TO BE (BY BUILDER) BASE MEMBER LJ CAN BE USED D I 1 2 GIRT) D TO CONNECT OVERHEAD ALIGN JAMB AND GIRT AT BL. JAMB CAN BE 1 1/2" DEEPER a JAMBS TO EAVE PURLIN THAN THE JAMB SUPPORT GIRT I q, P01 CLIP = 3 3/4" AT 7". 8 1/2". 10" GIRTS SECTION A—A ALIGN JAMB AND GIRT AT BL. SECTION A—A SECTION A—A PGV1067 CLIP — 4 3/4" AT 11 1/2" GIRTS HIGH SIDE SIMILAR REV. DATEII/30/15 1 REV. NO. 03 JAMB TO GIRT REV. DATE:11/30/15 REV. NO. 03 JAMB EXTENSION TO EAVE STRUT REV. DATCO7/01/O9 REV. NO.00 JAMB BASE ATTACHMENT WS2( SINGLE OR DOUBLE JAMB, ANY ZEE GIRT WS20B6 i LOW EAVE STRUT WS20B8 SINGLE OR DOUBLE JAMB THE BUTLER MFG. ENGINEER'S SEAL APPLIES 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. ONLY TO THE WORK PRODUCT OF BUTLER APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE MFG. AND DESIGN AND PERFORMANCE SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION APPLY SPECIFIED BY BUTLER. THEPPLY TO THE PERFORMANCE OR DESIGN OF PRIOR WRITTEN APPROVAL OF BUTLER MFG. [RE!V: OF WALL AND ROOF SHEETS. BUTLER MFG. ENGINEER'S SEAL DOES NOT THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS FURNISHED BY BUTLER EXCEPT TO ANY DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. DESIGN OR PERFORMANCE REQUIREMENTS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, 'C FILENAME: 16-023613-01 DATE: SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: (2 OR 4) A325 BOLTS PRIMARY - PORTAL FRAME FRAME c a 10 1 /2" x 1 1/2" A-325 BOLT (49080) TYR. FLANGE BRACE REQUIREMENTS: PORTAL COLUMN DEPTH FLANGE BRACE <.24' HFB3060 > 24" & <36" HFB4106 > 36" HF86032 NOTES: © 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 q. REV. CATE:03/17/16 I REV. NO. 03 PORTAL FRAME DETAIL BR12J1 I CONNECTION TO FRAME D7 GIRT i SPP -�Pa Q Pe p��P�y SF -G GIRT CLIP (P01) MAY BE SHOP WELDED (GC1 OR GCA—) 7' & 8 1/2" GIRT tot/za/ 1 REV. N0.01 GIRT CONN. AT COLUMN WS01 G3 OUTSET CONTINUOUS GIRT GIRT TO JAMB DEPTH JAMB CLIP 7" S 1/2" 10" 11 1/2" = 7" JTG3 JTG6 C = CEE w 8 1/2" JTG1 JTG5 JTG7 0 F 10" JTG4 JTG2 6 1 1/2" J7G2 (2) 1/2" X 1 - A325 BOLT (41. DIM. A O IO g A ^ '^'-E JAMB /2" A307 THIN BOLT (096636) JT (095032) CLIP CHART) DIM. A -1_11.1 3 1/4" AT 7", 8 1/2", 10" JAMB CEE GIRT SIMILAR 6 1/4" AT 11 1/2" JAMB JAMB CAN BE 1 1/2" DEEPER THAN THE JAMB SUPPORT GIRT. CI1 AN 113E USED W/ 61% e - GIRT) ALIGN JAMB AND CIRT AT BL. " TE:07/21/15 REV NO 04 YADJUST. CODES GAGE (meters PIaAPP DEPTH SHAPE GAGE 07 = 7" Z = ZEE 11 = 0.113 08 = 8 1/2" C = CEE 12 = 0.098 10 = 10" E = LOW EAVE STRUT 13 = 0.088 11 = 11 1/2"14 H — HIGH EAVE STRUT = 0.079 15 = 0.073 16 = 0.068 17 — 0.060 ;07/01/09 1 REV. NO. 00 SECONDARY PART MARK NUMBER EN51B1 11 COMMON GENERATED MARK NUMBERS WSO1H2 8 1/2" GIRT CLIP (GC5) 10" GIRT CLIP (GCE—) MAY BE SHOP WELDED (GC2 OR GCB—) COLUMN '—ZEE GIRT SHOWN CEE GIRT SIMILAR 8 1/2" & 10" INSET GIRT GIRT CONN. AT COLUMN INSET GIRTS Co No. C 8229rn3 Exp. -3 -1 2(1 8 7 2016 WS20F2 GIRNGLEOJAMB B PERMIT SET- For Building Dept. Approval BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 WALL SECONDARY SED'S BY: DESCRIPTION: BUILDER: North Valley Building Systems, Inc. J 16#. 16-023613-01 CUSTOMER: Konyn Orchards DATE: LocATDN: Durham, California BUTLER 10/20/2016 DRAWN/CHECK: PROJECT: Konyn Orchards Butler Manufacturin JA: / JG 9 PAGE: NTS BUILDERS POI(: 16-971 VPC VERSION: 2016.1d 1 19 a diMsion of BimScom Buldims North America, Inc. HEADER TO CLIP (PG1) DOOR HEADER `A EQUAL 3" EQUAL I I I 0 0 I I 1 I I OPENING I I HEIGHT SECTION A—A WS20F9 SINGLE JAMB l4/ r/c A367 THIN HEAD BOLT (096636) At NUT (095032) HEADER TO JAMB ANY HEADER, ANY SINGLE JAMB OPTION FOR FO'S UP TO 9' X 9' USE (3) 1/4"-14 X 1 1/4" SOS (55307) LOCATED APPROX AS SHOWN. NO CLOSER THAN 3/a- FROM EDGE OF CLIP OR HOLES. SCREW SPACING NOT LESS THAN 3/4" APART. 0 o SINGLE JAMB JAMB BASE CLIP (2) 1/2" A307 THIN HEAD BOLT (096636) ZEE GIRT & NUT (095032) FIELD LOCATE AND DRILL (2) 9/16 - DIAMETER HOLES IN ZEE GIRT 0 TO ATTACH JAMB (2) 1/2 X 1 1/2" A325 BOLT (49080) A CIRT 6FQVAT10N elOweC'��ti A JAMB CAN 1 1/2" DEEPER THAN THE JAMB SUPPORT GIRT. (ONLY EXCEPTION: 11 1/2- JAMB CAN BE USED W/ 8 1/2- GIRT) EQUAL 3" EQUAL ALIGN JAMB AND GIRT AT BL. Q PG1 CLIP 3 3/4" AT 7% 8 1/2", 10" GIRTS SECTION A—A PGV1067 CLIP = 4 3/4" AT 11 1/2" GIRTS REV. DATE:12/DI/Is REV. JAMB BASE TO GIRT WS2M- Nn W ALL JAMB AND GIRT DEPTHS I GIRT CLIP GIRT CLIP (BOLTED) (WELDED) (SOLTED)(WELDED) CORNER COLUMN (PG1) (GC1) AT 7" GIRT CORNER COLUMN (005) (GC2) AT 8 1/2" GIRT (PGI) (GCI) AT 8 1/2" GIRT (GCE—) (GCB_) AT 10" GIRT END 'WALL (CCD_) (GCA_) AT 10" GIRT ENDWALL GIRT (GCD_) (GCA—) AT 11 1/2" GIRT GIRT 8 1/2" & 10" 1 1 INSET SIDEWALL GIRT OUTSET a ®� SIDEWALL GIRT 6 � A FRAME GIRT CLIP GIRT (SOLTED)(WELDED) ( ***) (GC64_) AT 7" GIRT FlLLER ANGLE (GC34_)(GC65—) AT 8 1/2" GIRT (GFA—) W/ (4) 55307 (GC62_)(GC66_) AT 10" GIRT (GC63_)(GC67_) AT 11 1/2" GIRT •** — SEE DETAIL WSR002 FOR BOLTED CLIP TO 7" GIRT EV. DAV-'09/10/13 IREV. N0. GIRT CONN. AT CORNER COLUMN 00 WSR001 INSET GIRT AT EW, ANY OUTSET GIRT AT SW P \� m e FRAME GIRT CLIP (BOLTED)(WELDED) ( **• )(GC64_) AT 7" GIRT GIRT FILLER ANGLE (GC34-�(GC65—) AT 8 1/2" GIRT (GFA—) W/ (3) 55307 (GC62_)(GC66—) AT 10" GIRT (GC63—)(GC67_) AT 11 1/2- GIRT *** - SEE DETAIL WSR007 FOR BOLTED CLIP TO 7" GIRT 8 1/2" & 10" INSET SW GIRTS Jill. DATE`Oa/10/13 IREV. NO -00 GIRT CONN. AT CORNER COLUMN WSR004 ANY INSET GIRT AT EW, INSET GIRT AT SW BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE: By: I DESCRIPTION: DRAWMG SCALE: NTS 10/182016 SEDSheet 15:15:32 ft 4 No, C 821-18293 rn Exp. 3- Ica ��qTF F'v ('A � PERMIT SET- For Building Dept. Approval 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER 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 BUILDER: North Valley Building Systems, Inc. W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. MFG. AND DESIGN AND PERFORMANCE SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT ATE: 10/20/2016 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE PROJECT: Konyn Orchards OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VPC FILENAME: 16-023613-01 P \� m e FRAME GIRT CLIP (BOLTED)(WELDED) ( **• )(GC64_) AT 7" GIRT GIRT FILLER ANGLE (GC34-�(GC65—) AT 8 1/2" GIRT (GFA—) W/ (3) 55307 (GC62_)(GC66—) AT 10" GIRT (GC63—)(GC67_) AT 11 1/2- GIRT *** - SEE DETAIL WSR007 FOR BOLTED CLIP TO 7" GIRT 8 1/2" & 10" INSET SW GIRTS Jill. DATE`Oa/10/13 IREV. NO -00 GIRT CONN. AT CORNER COLUMN WSR004 ANY INSET GIRT AT EW, INSET GIRT AT SW BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE: By: I DESCRIPTION: DRAWMG SCALE: NTS 10/182016 SEDSheet 15:15:32 ft 4 No, C 821-18293 rn Exp. 3- Ica ��qTF F'v ('A � PERMIT SET- For Building Dept. Approval WALL SECONDARY SEUS JOB #: BUILDER: North Valley Building Systems, Inc. BUTLER 16-023613-01 CUSTOMER: Konyn Orchards ATE: 10/20/2016 LOCATION: Durham, California ° Butler Manufacturing VPCVERSION:2016.1d of BluaScope Buldirgs North America, DRAWNICHECK: / JG PROJECT: Konyn Orchards PGE; 1 20 Inc. BUILDEIZSPO#:16-971 a diMsion Covering Schedule Id Qty Length #4 20 41'-1 1/8" Oper. Code:85=SQ,SQ Finish:Z=A1Zn Color:AZ=Plain A1Zn Type Gage OP BRU 26 85 �J 1.4 — �a— Trim Schedule Fin. Color Direction Id Parts Color Z AZ Left to Right T1 0630043 Cool Birch White T2 0630043 Cool Birch White r BL Fastener Schedule Part Description 0097357UNPNTD (T-1) 1/4-14 x 7/8", 3/8" Hex Hd w/Washer (20) #4 Ham ROOF COVERING PLAN 72 BL Planograph Schedule Id Details T1- P -081166,P -081236,P -081242,P -103223,P-104542, - T2 P -081166,P -081236,P -081242,P -103223,P -104542,11 - ESS -104542, - ESS 19 No. C 82293 ?'7. z, Exp. -3 -18 ^� P � C1Vl\- Shape Name = Solar- Roof Cover PERMIT SET- For Building Dept. Approval 1. PRE -DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS THE BUTLER MFG. ENGINEER'S SEAL APPLIES BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE B BUTLER MANUFACTURING MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 1540 GENESSEE ST. KANSAS CITY, MO 64102 ROOF COVERING PLAN TO STRUCTURAL BEAMS REQUIREMENTS SPECIFIED BY BUTLER. THE SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT REV: DATE: BY: DESCRIPTION: BUILDER: North Valley Building Systems, Inc. JOB #: 16-023613-01 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. BUTLER MFG. ENGINEER'S SEAL DOES NOT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. APPLY TO THE PERFORMANCE OR DESIGN OF CUSTOMER: Konyn Orchards THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE DATE: 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS BUTLER 10/20/2016 FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. FURNISHED BY BUTLER EXCEPT TO ANY DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. LOCATM: Durham, California DRAwwcHECI<: 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. DESIGN OR PERFORMANCE REQUIREMENTS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: Konyn Orchards Butler Manufacturing JAGN / JG DRAWING SCALE: NTS PACE: 21 SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUILDERS POR: 16.9%1 vPcvERSION: 2016.1d VPC FLENAME: 16-023613-01 10202016 9:59:30 a division of BImScope B uldings North Arredca, Inc. 10455 10455 v A W N r (nTo mU)-��-0 C-0-cmiomt- Co m 000<mMmA N o D O z� m mZz;6mcOz D O T r w D 0 OmD 0mX a)0 Tm-I;ammm0 O C D >-n5 zO 0 0 0 O Z m m m0m >;u M <[ _ m71=;u zMDorOr- zG)0CID G)U) mm200 Cl) ko0Mm --FU) > m A C 2 o C cn m m-4 m N 0 x 0 O-( m zmm�M (oA m�CCl)>0 zr mmn 0;u 0cn Z Ur - mm 0) nip -u-< (Dnm zm z0 o mmK m m C/)m C 0 m ua)m O= (nmDmc C�ZO�zm f�'-C�ImCO zZ��m�5.0 C Co x m o o K m o m mmoMm�Zom� Ommmmmomgm mmw0TG)mOAm M>r-OMmny-aQ m o m o D� m o o m cmmmzcnomom m m m O m D� TU OOOr-K m �>Mc)u);UzC-0 �z � zo=fOi1mC Cf) O-im �um m z m o ,O --I -U Cn n W r-omCmDom 5D -I 0 -* .o �rm-nm ZOZoz �0D� Z- G) �0aJ-n GG) Wm c) =cm D �m-O_ 0mF*0 n000n �7DAz)� -0-_n-U z m 2' (i momKn OmmO O_ m D O <0 < iZ� 0 r��o Ccnccz2x Omop m(nOm> m om im z O X O Z o Con 0 S Z m � m00 N �pz=mm AoMK 0o(n1m KO <O 0) �nozo momA 3 nX�uG) --i G);Umm C m M<(OnnMO mMm u �= mm0 0 mMzmU om-i ZDrr=Om 0, 00 oz-< zDzmm o OmOX �C7W C� Oc)Zm 0 r- -a cu 00 map LD �m0z A -7Z Om0Cn m0 m c C, M C m � CO m n T 0 D m mmm0 Cl) - mmw oT�n ��v z -zic 00� _> cm= F -, m m :q O n0 H n H ro A � W va m a m a m is 1 g r m � N ti Z A m v, A 0 z o � ;rl z t70 G) m 0 c o o 0 o ct p) CO CO CO CO 0 r� C/)C 0 FJ H 3 r - 0o m Z mm 0 Ln H 0 v G) cn =r W 0 � m z C -I v = ro ro m � Q. y 3 3 a y _. H 0 � N o O F . z �N H (D H N D Ln M H H o N 0 J Ln C T F, 3 Z 0 N o ro ro C) w a lD H co J rt rt W (D rn � 1� m I Fi H H 0 m t; H m H m I � v C) Fi F' - H 'TS rt 1 O .A X w 11 �A H U) 0 H O Fs X x E Sv O m Fi a w r' to r 0 I 0 T2 14'-4" �. --s H F-3 H n H ro A W N va m n is 1 g r m n N ti Z A O z o � ;rl z t70 I I 0 c o o 0 o ct p) CO CO CO CO 0 r� C> H H 3 r - 0o m Z 0o 0 Ln H 0 v G) A N =r W 0 � m sJ v = ro ro r I I Q. y 3 3 a y _. H o � N o O F . H .A �N H (D H N D Ln M H H o N 0) J J Ln C rt m F, 3 Z r w w Cn m w I ::j 0o LQ o ro ro C) w a lD H co J rt rt W (D rn � 1� m I Fi H H 0 m t; H m H m I � v C) Fi F' - H 'TS rt 1 O .A X w 11 �A H U) 0 H O Fs X x E Sv O m Fi a w r' to r 0 I 0 T2 14'-4" �. --s H F-3 H H H ro A W N H Q H Ft W b o ro ro ro ro t70 I I I Im 0 0 0 o ct p) CO CO CO CO 0 r� C> H H o r - 0o m m 0o H Ln H H J CA En A N N W 0 � sJ F• ro ro ro ro H I I I I Q• O H H o � 0o 0 o co F . H .A �N H (D H N N Ln M H H o N 0) J J Ln H O 0 00 .a H N (r H H J N to ro H H 0 0 N N O H 0u J ro H 0 cn Co tD 00 rk H --O 0 rl O #1-- H n O r- 10 H a O H �J m J�- Q O r• Ft H m K u, Ft b o wx0 'CLQ x ro � O W r- m •• H Cn (] O rt w b ro H H 0o m m 61 m u a lTJ Fi � sJ F• I b H Fi C) m C) O W N �3 rt 10 N N m Co rt Ln N 0 r- r rt rt m F, r w w Cn m w I ::j 0o LQ H - W � w o co ro :E: C) w O O ti W H C) Fl m m rt r d m H- M Ft rt m 0 rt rt O P- O 7d � F' - rt H H H H H H r - x ro � N N ' a H !L C) o by H 61 rt (D ;O H H O H N (D H N N N Ln 0 r w w w w H W H n � r H N W H Cl C) C) C) C) C) 0 0 0 0 0 O O O O F- F- H H H O Ft xanwa� w r- r• r - Fs n Ft n m � � � Ea rt :E4, $ :E; r• r- r - rt rt rt m m m 711 m 0 C z m w m rt cn o w J o r - w H x rn w C cn W co 0o w z C w I> W N mmOcm-ODm o ro ti C] �] O H CZ iZ o At N N P- 10 ~ ¢ �omOm�imm Oop>-UCM� J rt � (D C CDC rrt 0 N- H (D •• �• NO MEZMMC02 4 CC: rM � ' (D b � mm0mMC30co 1 -'II tzi x O �4 II i1 mm=xmmmo a cn t7 W (D to { D O D H C) .d GC N N toro (D c�imzOZ��m 0o0Z mm II O R A (D E ¢ ZM>0> o0 (D n O z (D 02jcr- Dm DOO im G) U) ZOZ-o� mm H tz) (D �r rt H (D H rt cn �--ii �00TJm m r C= C A '' ti F' T2 F' N rt rt Dm 0cn NC (n M m � O� H'O rt m N (� [D t"t (D me moz22 z x m C a 1 F' O � N y D AncnD0 zr H I �rt cn -A K ---j 21 ar D 0, O n nzm k 6r- Mm n-0i0m!� (nm w rn Ami z�' A Lo ohm°m !A K m m Z m m o H I to O I 1 w ro w 0 0 x w m u 0= �CZrv�p�ztn p��-<rCm�� ti � • 0Zoomm"-,� X== -i z�m (� mmomm.-AOMK 0, oT{mmmcnm�0 o oco 1 - ti Mo 1 �zm�Km�z,Zm-z o�aoD�qmoom W ((D t -t C7 r-moomm-<MocXn I rn n mpmOODmm�o �OCMKAocoom I rt (D 0 x-4000 Kms m0zmmmDm T5 rt rt n i O P- -<-z0A O cn O-im XM I � rt Z m O O -t m cn > U) xDv� r-mDom --1 - �7 rr- n m c1 0 mOZ�QmXOWK =Cmr�m m0D�o mm -D, 0mFOO z n0oo (n � W N H Q n M>M;a-t m-ym mc F m p T K D p m m 0 o-mz0 moo! r-A�m 01 N H N N n Comccn0 = cn c: OmOO Om 1 A Mn ti n mcno -bD O m o- o -n rT W 0 0 0 (n N H A rt (D H �- to ¢ m�— Z— Co Z r 3 l0 (A N a1 N H Ci m -4;, Z7 moO �mDm N , ` O H (D -KDZ=mm� oOcn'=4m -<O Z v < N bd N to N to >M;u00 ��mm n <cn�=� cn cn v Z; mmZcncn D�JL7CoIn O-d� moZ v H Z O ro bD E- O �O�ZDr-r 0 CM O N Z D Z z mm �r2m O n cn o Oc --f Z r O O1 N O H o H n o CrJ v�nmp o m -<O Z 0tn mO� �m� m0 mCp r ��� tt �J i m mm -U = cn cn-1A N y 0 mmmx mmaorT H i T n � t7 Z 0 0 0 0 0 0 00 Z gym— I O O O O O H _C MOS m m 1 H H H H H O O �ci y W �C bd W b0 m t'i t -t t -i t -i fi m � �• �' � ED0 :E: rt :E: :4 D M, rt rt rt rt m m m m m � I O m m� mm cn 0 o N Hoo ON- cn cn w w H co z I U) D T 5 ON (3)o0 o m y o (n W W c oa, w R C) I I H H iA H H H ro Ln A w N H¢ H Q1 ro ro ro ro ro ro t70 m n c An I I I I 1 t (D Z A GO ITi o 0 w O 0 0 C 0 O 0 O I 000 coo OD 000 cn x. O H H O F -'- j nO j Z N N 00 (n m 00 H o 9N H --jo ff --i co fn = m 1 A W !n N W 0 0 o n c- r- -0 1 m ro ro ro ro ro m N 3 N c— d IrI� J m T ( I I I I I I 0... O co co I--- .. co D Cl)N N lfl 6l N cn (D O Cl)N co lA H H o N Z m J Cn 00 00 N (n D ;� ro ro ro ro --I D -nI O i I I H H o 0 bd H O o 0o co r w = N (n N 61 N (n N H Q. co O N N < oo CO yC� ire `� ro ro ' c0i ^y /�� fTl -O Q n W .A C7 Q N N N H r> < W OC) N ro t1 00 cN o w m N� o u l r �� 1�� a311V o w H Z m N W Ul N o m W o t7 Trim Schedule Planograph Schedule Id Parts Color Details Id Details T1 (2)BRCT12 Cool Birch White T1 P -081612,P-104217 T2(2.0)BRGT20R,(3.3)BRCL12,(3.9)WA10A Cool Harvest KV357,KV358 T2 P-080854,P-081166,P-104217,P-104288,P-105098,P-GAI A yC 401-011 BL 1. PRE -DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS TO STRUCTURAL BEAMS 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. COVERING ELEVATION AT 3 Shape Name = Solar - Roof Cover, Wall = 3 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. BL PERMIT SET- For Building Dept. Approval B BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 COVERING ELEVATION AT 3 REV: DATE: BY: DESCRIPTION: BUILDER: North Valley Building Systems, Inc. JOB 1 # 16-023613-01 CUSTOMER: Konyn Orchards DA : LocATON: Durham, California BUTLER 10/20/2016 DRAWTUCHECK: PRO.IECr: Konyn Orchards Butler Manufacturing JAGN / JG PAGE: DRAWING SCALE: NTS BUILDERS PC#: 16-971 VPC VERSION: 2016.1d 24 VPC FILENAME: 16-023613-01 10202016 9:59:33 a aiesion or u—cope c un ngs rvonn m—ce, mc. Covering Schedule Trim Schedule 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. ---- F ---------------- COVERING ELEVATION AT C Planograph Schedule Id Qty Type Start Length Gage OP Fin. Color Direction Id Parts Color A 10/20/2016 Details Id Details #2 16 BRP 14'-6" 26 BB K WB Left to Right T1 DSF12 Cool Birch White NV539 T1 P-104219 #3 4 BRP 2'-5 1/8" 26 DD K WB Left to Right T2 (1.5)DG12 Cool Birch White NV537 T2 P-104219 T3 (0.3)BA225,(0.6)BT12A Cool Birch White ENB003,GV383,NV663 T3 P -080873,P -081505,P -081612,P-104217 Oper. Code:BB=SQ,NT T4 (1.5)BA225,(3.1)BT12A Cool Birch White ENB003,GV383,NV663 T4 P -080873,P -081505,P -081612,P-104217 Oper. Code:DD=SQ,NT T5 CTB2L,CTB2R Match Wall Color ENB003,NV663 T5 P -081505,P-081612 Finish•K=Butler-Cote T6 (2)0630393,(4.8)630595,(5)BRCL12 Cool Harvest ENB003,MV059,NV662 T6 P -104217,P -104288,P -105098,P-105137 Color•WB=Cool Birch White 7 -------------------- 5 (3) #2 T3 H 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. ---- F ---------------- COVERING ELEVATION AT C REV: DATE: BY: DESCRIPTION: BUILDER: North Valley Building Systems, Inc. CUSTOMER: Konyn Orchards LOCATION: Durham, California PROJECT: Kon n Orchards Y BULDERSPO#: 16-971 nAhAei -------------------------------- JOB #: 16-023613-01 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. A 10/20/2016 _(13)#2 T4 DRANTUCHECK: JAGN / JG -------------------------- PAGE: 25 kr DRAWING SCALE: NTS (4)#3 T2 Ei 7'-0" 16'-0" [MM BL COVERING ELEVATION AT C Fastener Schedule Part Description 0097364-141 (T-1) 1/4-14 x 3/4", T-30 Torx Hd w/Washer 71-011 BL /,07v,7(S S No. C 82293 �' m Exp.3-'I3118 JZ1120(6 \CIVI\ ���Q� Shape Name = Solar- Roof Cover, Wall = 4 PERMIT SET- For Building Dept. Approval 1. PRE -DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE'S AND/OR FASTENERS TO STRUCTURAL BEAMS 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. 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 R THE PERFORMANCE L DESIGN T ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. 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. BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 COVERING ELEVATION AT C REV: DATE: BY: DESCRIPTION: BUILDER: North Valley Building Systems, Inc. CUSTOMER: Konyn Orchards LOCATION: Durham, California PROJECT: Kon n Orchards Y BULDERSPO#: 16-971 nAhAei BUTLER Butler Manufacturing VPC VERSION: 2016.14 fR­C R,ildim Nnft An dri JOB #: 16-023613-01 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. A 10/20/2016 DRANTUCHECK: JAGN / JG PAGE: 25 kr DRAWING SCALE: NTS VPC FLENAME: 16-023613-01 F - FEET G - GAGE CX*** = COLUMN (PLATE) ERECTION GUIDE REQUIRED FOR THIS PROJECT: I = INCHES 0 = OPERATION CGX*** - COLUMN (GAGE) E = EIGHTHS C = FIN/COLOR WCX+*4 = COLUMN (HOTROLL) STRUCTURAL LINE REFER T0: I PANEL TO PANEL PANEL/COVERING BUTLERIB II ROOF AND WALL SYSTEM ATTACH BASE TRIM WITH PANEL TO STRUCTURAL FASTENER, 2'-6" O.C. BUTLERIB II BUTLERIB II PANEL TO PANEL W 1 3 1 1 7 2 6 1 K T D RBX•** = RAFTER (PLATE) I FASTENERS 24" O.C. (LOCATE FASTENERS AT ROOF PANEL ROOF PANEL FASTENER, 2'-6" O.C. + F F I I E G G 0 C C C BGX*** - RAFTER (CAGE) INSTALLATION GUIDE I PANEL CORR.) SHIFT BASE ANGLE OR BASE LENGTH CODE WRX•** - RAFTER (HOTROLL) BUTLERIB II 1-" BASE GIRT HOLES 1-1/2" OFF MODULE TRX++• = TRUSS RAFTER PANEL WITH UNPUNCHED PANELS _ _ _ INSULATION ENDWALL TRIM — ' 1 9 1 3 0 1 0 3 6 0 3 o w v ATTACH PANEL WITH PANEL TO STRUCTURAL ENDWALL TRIM F F F I I I I I I E C C ICX•** - INTERIOR COLUMN II FASTENERS 6" O.C. (LOCATE 3" FROM PANEL (BRGT20L) (BRGT20R) ** I PIPE COLUMN CORRUGATION LENGTH WIDTH THK CODE PCX*•• EE DWG. P-081166 - (OPTIONAL) I � ) SEE DWG. P-081166 TCX4*+ = TUBE COLUMN FOAM CLOSURE I I I APPLY SEALANT (025392) CONTINUOUSLY WALL ADAPTER SECONDARY (STANDARD) (026649) I MASONRY ANCHOR (NOT BY B.M.C.) (WA10A) WALL ADAPTER F F 1 I E G G \`Ilp (WA10A) 0 B Z 1 9 1 1 4 1 7 - - - - - EPX••• = ENDPOST (PLATE) SEE DWG. P-081166 * • * • + * 4 * EGX*** - ENDPOST (GAGE) SEE DWG. P-081166 DEPTH LENGTH GAGE ADJUST.CODES 5/8" LAP FLOOR LINE TORX T-30 SELF -DRILLING SCREW SELF -DRILLING SCREW SHAPE CBX+++ = CANOPY (PLATE) L TORX T-30 SECONDARY (SPECIAL) CBX*++ = PIGGYBACK CANOPY °a'. Pp' * (097364) (2'-0" O.G.) SELF- 4 2 0 O.C.) 0 0 1 0 8 Z 1 S 1 1 4 1 7--- I,' '• d. ° ' PURLIN OR ) PURLIN OR • * • F F I I E G c • * DCC*** = 8 1/2" GAGE POST BASE TRIM �.'•'• 9 4' EAVE STRUT EAVE STRUT _ A WALL CLOSURE DCE•++ = 10" GAGE POST ° (OPTIONAL) BASE GIRT WALL CLOSURE COUNTERDEPIH6 LENGTH GAGE ADJUST.CODES (BT12A) �.- 1:' (BRCL12) (BRCL12) SHAPE SEE DWG. P-105098 SEE DWG. P-105098 0" (MIN.) TO 2" BASE ANGLE (BA225) ROD BRACING RS - THREADS BOTH ENDS 2" (MAX.) BUTLERIB II PANEL ENDWALL ENDWALL 0 3 R S 2 5 1 0 BUTLERIB II PANEL RT =THREADS ONE END - CLEMS ONE END BUTLER (OPTIONAL) 2-1/4" OR 4" I E• • F F i tCLEMS o NOTCH FOUNDATION CLEARANCE BETWEEN STRUCTURAL DIA LENGTH RU = THREAD BOTH ENDS LINE & BASE TRIM : NOTE- RP =THREAD BOTH ENDS - NO HILLSIDES IF ERECTION DRAWING P-081635 HAS BEEN PROVIDED THEN THE IF ERECTION DRAWING P-081635 HAS BEEN PROVIDED THEN THE HIGH WIND GABLE TRIM CUPS ARE REQUIRED. HIGH WIND GABLE TRIM CLIPS ARE REQUIRED. REV. OATE�Oa/10/11 REV. N0. 01 MARK NUMBER KEY REV. DATE:01 /30/14 REV. N0. 00 REV. O -E,0/14/10 REV. N0.00 REV. 1ATE:02/26/16 REV. NO. OI EN5OB1 COMMON GENERATED MARK NUMBERS ENB003 BUTLERRIB II ROOF AND WALL SYSTEM BUTLERIB II — BASE TRIM INSTALLATION GABLE TRIM LEFT WITH BUTLERIB II ROOF IRLV.OATE:02/26/16 IREV. N0.0i GABLE TRIM RIGHT WITH BUTLERIB II ROOF GV383 LAPPED & NOTCHED FOUNDATION AT FLOOR LINE KV357 BUTLERIB II WALL PANEL W/CLOSURE (<=1:12) KV358 BUTLERIB II WALL PANEL W/CLOSURE (<=1:12) SEE DRAWING P-105224, P-105225, AND P-105228 FOR DOWNSPOUT INSTALLATION SEE DRAWING P-105137 SEE DRAWING P-104550 AND RIVET COLOR PART MARK INFORMATION FOR EAVE TRIM INSTALLATION FOR GUTTER INSTALLATION I_ BRIT ROOF CLOSURE EAVE LOCK -RIVET (096306) JAMB CHANNEL ALONG ROOF PANEL I WASHER W( 96304) ITH BRIT ROOF BUTLERIB -1 I � EAVE TRIM PANEL (640 GUTTER GUTTER `r (630595) GUTTER HANGER (630077) JAMB )LASHING TRIM DRIP DSF1 WALL PANEL r (DTA) LOCK -RIVET 12 COVERAGE CONDUCTOR PIPE I BLIND RIVET (TYP.) z (096306) FOAM CLOSURE 12-14 X 1 1/4" TORX S.D.S. (CP410) � BLIND RIVET (026649) (097365) AT 6" O.C. (1'-0" O.C.) AS REQUIRED FOR w FIELD CUT PANEL CONDUC70R STRAP a DRIP GUTTER FORMEDBE FIELD SIDEWALL d TORR T-30 GUTTER (DG12)-12'-O" � PANEL OPENING ( SELF -DRILLING SCREW COVERAGE 6 I � (097354) (2'-0" O.C.) WALL ( CE7) ELBOW I z EAVE SrRUT WALL CLOSURE o (BRCL12)EAVE STRUT HEADER CHANNEL #12 X 1-1/4" U SEE DWG. P-105098 TORX SDS (097365) N I ' BUTLERIB II PANEL 2'-0" O.C. FLOOR LINE SIDEWALL BUTLERIB II PANEL-A.SIDEWALL APPLY HIGH QUALITY SEALANT (NOT BY B.M.C.) REFER TO DWG. P-104219 FOR ADDITIONAL INFORMATION BETWEEN FLASHINGS AND CHANNEL FOR WATER TIGHTNESS. ON INSTALLATION OF THE DRIP GUTTER. SLOPE RANGE >1/2:12 THRU 3:12 SLOPE RANGE 1/4:12 THRU 1-3/4:12 SLOPE RANGE 1 4:12 THRU 4:12 REV. OATE:01/23/14 REV. NO. D2 REV DA1E:01/05/16 REV. NO. Di REv. oATE:01/1a/to REv. N0. 00 REV. DAlE:10h4/13 REV. NQ O1 4 INCH DOWNSPOUT AT WALL H.S. EAVE TRIM W/BRII ROOF GUTTER W/O WTHR. SEAL W/BRIT ROOF HEADER DETAIL —BUTLERIB REV. O4E:01/14/10 REV. N0.00 KV851 BUTLERIB II AND SHADOWALL MV059 MITERED BRIT WALL PANEL W/WALL CLSR MV090 MITERED BRII WALL PANEL W/O WALL CLSR NV537 NV539 JAMB DETAIL - BUTLERIB BRII ROOF PANEL MARK NO.: BRP F F I I E G G 0 C C C F= FEET F= FEET G= GAGE BRU I = INCHES I = INCHES 00 = OPERATION LENGTH CODE E = EIGHTHS E = EIGHTHS C = FIN/COLOR BRII RIDGE PANEL MARK NO.: PRP F F I I E G G O C C C G =GAGE PRU 00 OPERATION BRII WALL PANEL MARK NO.: BW, F F I I E G G 00 C C C LENGTH CODE = C = FIN/COLOR LENGTH CODE 36" COVERAGE 36" COVERAGE SMOOTH nP.—�{ 1 9/32=-�-f-- EXTOOTH ERIOR 1 1/2 12" —� 1 9/32°-•[_-_ EXTERIOR 1 1/2- TYP. SURFACE TYP. TYP SURFACE 2 TYP9 -� 2 7/a"I I BEARING TYP. --i Q SS! BUTLERIB II ROOF PANEL EDGE BUTLERIB II WALL PANEL VCI WALL PANEL MARK NO.: VCI F F I I E G G O C C C VCI WALL PANEL MARK NO.: VCI F F I I E G G O C C C LENGTH CODE LENGTH CODE 36" COVERAGE 36" COVERAGE � TH N0, C 82293 m EXTERIORSMOOTH 12"—� 1 9/32; I- [-- SURFSMOOACE 1 1/2" 12^ EXTERIOR 1 1 2 EXp. 3-31-18 TYP. TYP. (LT. GRAY) TYP —� 1 9/32 -t1-- SURFACE / " �'�AIv TYP. (LT. GRAY) r.tJl INSIDE COLOR 2 7/8' LST F FlCA11F �\P VARIES TYP INSIDE COLOR 2 7/B" qT BEARING VARIES TYP. Q O VCI WALL PANEL EDGE VCI WALL PANEL REv. OATL 07/21/10 1 REv. NO. 01 REv. CAM04/14/)lREV N0. O1 NV652 BUTLERIB II ROOF AND VCI WALL PANELS NV663 BUTLERIB II WALL AND VCI WALL PANELS PERMIT SET- For Building Dept. Approval THE BUTLER MFG. ENGINEER'S SEAL APPLIES 11141 , BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE B BUTLER MANUFACTURING MFG.. AND DESIGN AND PERFORMANCE ONLY THE WORK PRODUCT OF BUTLER APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 1540 GENESSEE ST. KANSAS CITY, MCI 64102 COVERING & TRIM SED'S ASHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT REQUIREMENTS SPECIFIED BY BUTLER. THE PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BUnDER: North Valley Building Systems, Inc. Joe#: BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: 16-023613-01 Konyn Orchards D: ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LocnnoN: BUTLER 10/20/2016AZE FURNISHED BY BUTLER EXCEPT TO ANY DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. Durham, California 9 DRANMCHECK: DESIGN OR PERFORMANCE REQUIREMENTS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, 1—Ec1Konyn OrchardsJAGN / JG Butler Manufacturing SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BUILDER'SPOp: 16.971 VPC VERSION: 2016.1d PAGE: 26 VPC FILENAME: 16-023613-01 10/182016 SEDSheet 15:15:44 a diNsion of B1mSeope Bindings North America,Inc. THE BUTLER MFG. ENGINEER'S SEAL APPLIES " "" "^"""" "" "" .. "" """ "" ' "-"-' - _ - - - IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE -*^ GUSSETS WHEN REQUIRED BY DESIGN "*� GUSSETS WHEN REQUIRED BY DESIGN ^ * GUSSETS WHEN REQUIRED BY DESIGN *" GUSSETS WHEN REQUIRED BY DESIGN aP — _ _ R TYP 1 1/2' - .3 (10 GA. WEB) THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE ANY OTHER PRODUCT OR COMPONENT TYP 2 - 5 (3/16 & 1/4 W ES) ALTERNATE — — — — — — — — DESIGN OR PERFORMANCE REQUIREMENTS ONG 4 - 8 (5/l fi - 1/2 W®) * * PLATE ROWS ROUT vT OUT ROWS OUT * i TYP ALTERNATE * BOLTING TYP O P ALTERING LTERNATE PLATE OR RNA OWS ROWS RIN \ ALTERNATE PLATE ROWS ALTERNA ALTERNATE CSP IN — \ \ l \ N - — BOLTING BOLTING _ CP _ _ — PLATE \ LATE PLAT RIDGE _ \ ROWS4 / RAFTER \ OR CJP \ \I \TCH ROWS OUT CJP \ C.P\ \ ,1 T1 /2" - 3 (10 GA. WEB) \ \ STI TC1i / 2 - 5 (3/16 6c 1/4 WEB) \ \ \ 1 1 /2" - 3 (10 GA, WEB) CJP \ * * / 4 - B (5/16 - 1/2 WEB) ALTETI \ 601AT DIP * 2 - 5 (3/16 & 1/4 WEB) � EATE \ 4 - B (5/18 - 1/2 WEB) RN DATE:OI 17 14RCV. Na a7 HAUNCH COLUMN CONNECTION N C_DAm-cn 5 4 IREV.D LOW SIDE HAUNCH CONNECTION ReV. 0ATEXn ] 4 mv. ND. P2 HIGH SIDE CONNECTION BOLTED RAFTER SPLICE CONNECTION TO 901WELD STD. FACE BOLTED WELD STT)_ BOLTED WELD STD. WELD STD_ STITCH 1 1/2' - 3 (1a GA. WEB) COLUMN (CX-) OR (ICX-) OLUMN (TCX-) OR (PCX-) 2 - 5 3/18 & 1/4 WEB CJP 4 - 8 5/18 - 1/2 WEB; I I CJP FLANGE CHANGE O NNEECT10N 'TUBE OR PIPE COLUMN CJP FF, (S,W.) I I — — — C.P Irn rrn "m RANDOM SHOP SPLICE I I I cJP 77 \ BASE PLATE I I BASEPLATE TYP. ^ CJP DESIGN MEMBER DEPTH _I r� ICV- DAR: 2/3-5/12 mv. NQ 01 I FRAME CONNECTION AT INTERIOR COLUMN Re:V_ oAm 2 '� 7 RN_ ND. O1 TYPICAL BASE PLATE CONNECTIONTYPICAL Re V. DATC:: M/23/12 RCV. ND. al BASE PLATE CONNECTIONVARIOUS ICV. OATL- 2/23/12 ICV. Na DI RANDOM SHOP SPLICE WELD STD. WELD STD. BASE PLATE TO COLUMN WELD STD. BASE PLATE TO COLUMN WELD STD. SHOP SPLICE FLUSH - UNSTIFFENED MINIMUM FILLET WELD The Table below mhows Code minfrnum welds for AISC & CSA/W58. If weld shown on Engrneering Weld Standard or on fabrication below LANCE PLATE GENERAL NOTES: THE FILLET WELD SHALL BE CONTINUOUSLY GENERAL NOTES; v v a vo v v v Im TIE documents are less than these, then the weld size shown PLATE ° is to be uee4, based on the rnaterid thickness bel g Joined. SUBMERGED ARC WELDED ONE SIDE OF THE 1, SEE FRAME CROSS SECTION FOR BOLTING AISC TABLE J24 & AWS01.1 &8 SSIILLUSTRATED. O BOT FILLET FLANGES AS WEB PLATE THE MINIMUM L SH AT B.E THICKNESS AND NUMBER OF ROWS OUT AND IN. MINIMUM CMAW FILLET WELD SIZE TAKEN FROM TABLE BELOW. 11 12 13 1+ 51 32 03 04 M`nj(Tlu{ Wel Bass Metal Thrckness Mw a a 2. MIN. BOLTING PLATE WIDTH = FLANGE SIZE 6 EXTENDED - UNSTIFFENm In, rnrn In, mm T S1/4 T<8 1/8 3 MIN.) 0 D D D 0 D a O 0 D ❑ D a a a D a ❑ O P O P 11/4. < T <-1 /2 T S 12 3/10 0 MIN.° 3. SIZE OF WELDS UNLESS NOTED ° ot/2 T- WNNUN FILLET WEiD BGE$ (ULA, CWCt, m bENCO) (AWM1,1-TABLE 6A) < T <3/+ 12 < r < 20 1/4 6 . 3/4 T 2a 5/16 0 ".O � / MATERIAL THICKNESS FL*=1NMESS < sr �� ��SCgl Toe 1/a' 6/te' 3/ir 1/2' 6/a' 7/a' 1• I 1/e• 1 T/<' ,°;,. Lm= • T = Thickneee: of the thinner Part joined (USA. CANADA do MEXICO) 31 32 33 71 72 73 (GUSSET) Assumes low hydrogen wilding princess using GMAW filler metal „f' flllsr C� _ EXPENDED -STIFFENED INA 1/e' 1/e" 1/e' 1/B' 1/8- 1/e' 1/e- 1/e' 1/e' I/a' 1/8' class ER7C-3 (B-C49A 20 C3) or SAW motel class EM13K (F4-FM13K), c>r FILLET WELD ASSEMBLY Aws D1,1-oe a 3.221 I W Z ND. C 82293 �' m Exp*. 3- 1-10 m p• 1 10 e o Toe o e a°° !11113:11 a° ° o D o a° ❑ o SGA 1/tr 1/E' 1/C 1/8" 1/e' 1/8' 1/Er' t/b' 1/e' I/tf' t/8' 31,t' t/e- 1/8- t/1r 1/e' I/tr 1/a' t/Er 1/6' 3/16' $,Ae 3/18' 1 4' 1/B' 1/8" t/8' 1/B' 1/B' 1/e' 1/e' 3/18' 3/16' 3/18' 3/19' Caps In porta to be Joined by t111e ay have 0 Qcp of Z-1/16' wrth no adjustment In weld size, n' �� a P 6 tB' 1/e' 3/18' 3/16' 3/18' 3/18' 3/18' 3/16' S/Ier 3/18' 3/6! t/e' ahs' a/1e' o/la' ahd a/13' a/le• a/le' a/Id ahs' Gape > 1/1B- but <J/115% fillet weld Ing must be increased 9 42 43 81 82 63 M/r3/18' 1/2• 1/e 7/" 7/le• s/Is• s/1e' 7/1e' 3,Ae' S/16' s/Id 7/13'by 6/ts' 1/e' J/"_ 3/,� 3/16' 1/f' 1/4' t/4' 1/4' t/4' I/4'41 theamount of the root opening ` OF CAL�F� Mrnlmu m bolt spocrng Is 3" U.N.O. 2 3/a• 1/e' 3/18" 3/1 D' 3/14' 1/f I/4' 6/16• 6/iii 6/16' 6/16- Gaps > 3/15', con ee[Ive work ra required to bnnfl parts F SEE 'BOLTED END-PLATE CONNECTION" SECTION OF DESIGN CALCULATION FOR PLATE ID into acceptable contact, IRM DATC 2/23,A2 mV. Nam GENERAL WELD REQUIREMENTS �'OATL2 a ' "`� `� °' TYPICAL NOTES �' OATL2/23/12 TGV. NO. OI GENERAL NOTES PCV. wtrml 7 ICV. Nam BOLTED END—PLATE CONNECTION LAYOUT WELD STD. TYPICAL SECTIONT1HRU BUILT-UP MEMBERS THE BUTLER MFG. ENGINEER'S SEAL APPLIES " "" "^"""" "" "" .. "" """ "" ' "-"-' - _ - - - IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT MFG. AND DESIGN AND PERFORMANCE SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT REQUIREMENTS SPECIFIED BY BUTLER. THE PRIOR WRITTEN APPROVAL OF BUTLER MFG. BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS FURNISHED BY BUTLER EXCEPT TO ANY DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VPC FILENAME: 16-023613-01 BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE: I BY: I DESCRIPTION: SCALE: NTS 10202016 SEDSheet 12:16:22 PERMIT SET- For Building Dept. Approval MRD50 BUILDER: North Valley Building Systems, Inc. CUSTOMER: Konyn Orchards LOCATION: Durham, California PROJECT: Konyn Orchards BUILDERS POM: 16-971 16-023613-01 BUTLER 10/20/2016 DRAWN/CHECK: Butler Manufacturing JAGN / JG PAGE: VPCVERSION: 2016.1d 27 a division of BImScope BUIdings North Amedw, Inc. EXISTING GRAVEL DRIVEWAY N W E S SITE PLAN NO SCALE 130'± 0 co 40' EXISTING ORCHARD EXISTING METAL BUILDIN (3500 S.F., TYPE IIB, U. ASSUMED PROPERTY EXISTING METAL BUILDIN (8000 S.F., TYPE IIB, U APN: O38-170-030 35.660 ACRES OVERALL SITE PLAN NO SCALE EXISTING ORCHARD FLOOD HAZARD NOTES: 1) PARCEL APPEARS TO BE IN FLOOD ZONE AE BASED ON FEMA FIRM MAP 06007CO520E DATED JAN 6, 2011. THE STRUCTURE MEETS REQUIREMENTS FOR AUTOMATIC EQUALIZATION OF FLOOD WATERS DUE TO THE OPEN NATURE OF THE STRUCTURE `\ (ONE—SIDE IS COMPLETELY OPEN). THERE IS NO `\ ELECTRICAL PLANNED FOR THIS STRUCTURE. 2) THE PROPOSED BUILDING IS FLOOD PROOF IN THAT ALL PORTIONS OF THE STRUCTURE BELOW THE BASE FLOOD ELEVATION WILL NOT BE ADVERSELY AFFECTED OR DAMAGED BY WATER AT THE BASE FLOOD ELEVATION. `\ 3) IT SHOULD BE NOTED THAT ALL BUILDING CONTENTS MAY BE LOST OR DAMAGED BY FLOOD EVENTS. NOTE: ENGINEER OF RECORD HAS NOT VISITED THE PROPOSED CONSTRUCTION SITE. DIMENSIONS AND LAYOUT OF EXISTING BUILDINGS AND SITE HAS BEEN DEDUCED FROM INFORMATION PROVIDED BY THE CONTRACTOR. CONTRACTOR MUST FIELD VERIFY PLANS AND ALL DIMENSIONS PRIOR TO CONSTRUCTION AND IMMEDIATELY REPORT ANY DISCREPANCIES TO SUMMIT STRUCTURAL DESIGN. SPECIAL INSPECTION REQUIREMENTS: HIGH STRENGTH BOLTING OF METAL BUILDING ABOVE BY OTHERS Finished Construction Flood Elevation Certificate required Provide to field inspector prior to final building inspection PROJECT DIRECTORY OWNER: KONYN ORCHARDS 8900 MIDWAY DURHAM, CA PROJECT ENGINEER: SUMMIT STRUCTURAL DESIGN 383 RIO UNDO AVE CHICO, CA 95926 (530) 592-4407 GENERAL CONTRACTOR: BRET WOOD NORTH VALLEY BUILDING SYSTEMS 30 SEVILLE COURT CHICO, CA 95928 (530) 345-7296 40'X 60'X 14'-4" METAL BUILDING NOTE: BUILDING LOCATIONS SHOWN AS APPROXIMATE. ACTUAL DIMENSIONS SHALL BE VERIFIED IN THE FIELD. DRAWING INDEX Al ...............SITE PLAN/CODE ANALYSIS A2...............FLOOR PLAN/ELEVATIONS/SECTION S1...............BUILDING FOUNDATION ARCHITECT OF RECORD AR v� �o A. F GREGORY PEITZ, AIA 383 RIO LINDO AVE fs" C J"m CHICO, CA 95926 (530) 894-5719 CODE ANALYSIS of if GOVERNING CODES: 2013 CBC 2013 CEC 2013 CPC 2013 CMC 2013 CFC 2013 CALIF. HEALTH & SAFETY CODE AND AMENDMENTS 2013 CALIF. BUILDING ENERGY EFFICIENCY STANDARDS 2013 CALIF. BUILDING CODE CHAPTER 11 2013 CAL GREEN OCCUPANCY GROUP: U - AG (AG EQUIPMENT STORAGE) OCCUPANCY SEPARATION: NONE ALLOWABLE HEIGHT AND BUILDING AREAS (TABLE C102.1) ALLOWABLE AREA: 18,000 S.F. (BASIC) ACTUAL FLOOR AREA: 2,400 S.F. ALLOWABLE STORY/HEIGHT: 2/55' ACTUAL STORY/HEIGHT: 1/14'-4" CONSTRUCTION TYPE: TYPE IIB FIRE -RESISTANCE RATINGS: NONE EXTERIOR WALL SEPARATION: NONE RATED CONSTRUCTION: CHAPTER 7 PROJECTIONS: NON -RATED (SECTION 704.2) S OPENINGS: NO LIMIT (TABLE 705.8) PERMIT # 6)" BUTTE COUNTY DEVELOPMENT SERVICES AUTOMATIC SPRINKLER: NONE REVIEWED FOR CODE COMPLIANCE NUMBER OF EXIT REQ'D: 1 DATE i L_&- I L BY ' STRUCTURAL DESIGN DESIGN LOADS FOR NEW BUILDINGS PER BUTLER BUILDING SYSTEMS A) THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER CBC CHAPTER 16, DIVISIONS I, 11,111, AND IV U.N.O.: B) SEISMIC: SEISMIC IMPORTANCE FACTOR: 1 MAPPED SPECTAL RESPONSE ACCELERATIONS: Ss = 0.61, S1= 0.272 SEISMIC SITE CLASS: D SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.5341, SD1= 0.3366 SEISMIC DESIGN CATEGORY: D BASIC SEISMIC -FORCE -RESISTING SYSTEMS: ORDINARY STEEL MOMENT FRAMES AND ORDINARY STEEL CONCENTRICALLY BRACED FRAMES SEISMIC BASE SHEAR: SEE ATTACHED CALCULATIONS BY BUTLER BUILDING SYSTEMS RESPONSE MODIFICATION FACTOR: R(ORDINARY STEEL MOMENT FRAMES)= 3.5 R(ORDINARY STEEL CONC. BRACED FRAMES)= 3.25 ANALYSIS PROCEDURE USED: SEE ATTACHED CALCULATIONS BY BUTLER BUILDING SYSTEMS C) WIND: BUTTE WIND SPEED: 110 MPH COUNTY WIND EXPOSURE: C BASIC WIND PRESSURE: 22.35 PSF NOV U 7 2016 D) GRAVITY LOADS: DEVELOPMENT LIVE LOADS: SERVIC'(E�S, ROOF..............................................20 PSF FOUNDATION STRUCTURAL DESIGN PER SHEET S1 AND ATTACHED STRUCTURAL CALCULATIONS BY SUMMIT STRUCTURAL DESIGN. OQ1pEESS/4 �s z N 69 oz� * E /1 JJ CIV1\- q�FOF CAO 1012 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 1 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com I' r NORTH VALLEY BUILDING SYSTEMS IREVISIONS: DATE: 10/25/16 SCALE: NTS DRAWN BY: ACJ JOB NUMBER: 16-325 SHEET: A 1 cn Q U oU z <z< } �.. o IJJ m r- � D OD r O(D>- Q U Z zmo QQ� J w 00 W 0 �X 0 IREVISIONS: DATE: 10/25/16 SCALE: NTS DRAWN BY: ACJ JOB NUMBER: 16-325 SHEET: A 1 z O 0K: <m m> --A m0 M C Z c0 ©ME � to -3 0) 0 1 CrIj 0 rag 20'-0" @we'% 07E A ON m m m G) m c: 0 -Ti 0 C) m o- 0 o M M -Ti 00 CC) Om m voww Z 0 0 -ri Z 0 m m m z r- m 03 M M m O .......... 0 (j) _ _ __ z 0 Ln C) r - m m z m r - m 0 Z 0 1-1 m m z 0 141— 4" m X co U) 0 0 0 r - co m co C m X 0 0 r I - N z ` m 0N 0 > > m Z 0 -0 -n 0 m M V) REGlsTe M CD pFo m z z r- m Z51 N FLOOR PLAN/ELEVATIONS/SECTION 3* r 1- In (n 0 (n (A) co w 3 00 3 0 0-0 :1 T. �. > 10 A r- 0 > 6 F;A>=' Q) > m I cn 00 oco >oc: c: o z > -7 �;4,mg(zp < rTl CT) cn 40x6O METAL BUILDING FOR KONYN ORCHARDS F 2 z m F 10 a. p 0 o 0 > -1 0 5 CZZ — z Q:� Z CK) oo LA 8900 MIDWAY, DURHAM, CA fA 0 �4 c :E -.m ;o rn N 0'; > < r- Fn Ln F-1 Ln a) FOUNDATION E-NGINEERING APPLIES TO: 16-023613-01 DATED 10/21/16 1 191 O m x V) 0 m cf) 70 0 z 0 (Z --i U) 0 0 r - CC) ;u m m X co U) 0 0 0 r - co m co C m X 0 0 r I - N z ` m 0N 0 > > m Z 0 -0 -n 0 m M V) REGlsTe M CD pFo m z z r- m Z51 N FLOOR PLAN/ELEVATIONS/SECTION 3* r 1- In (n 0 (n (A) co w 3 00 3 0 0-0 :1 T. �. > 10 A r- 0 > 6 F;A>=' Q) > m I cn 00 oco >oc: c: o z > -7 �;4,mg(zp < rTl CT) cn 40x6O METAL BUILDING FOR KONYN ORCHARDS F 2 z m F 10 a. p 0 o 0 > -1 0 5 CZZ — z Q:� Z CK) oo LA 8900 MIDWAY, DURHAM, CA fA 0 �4 c :E -.m ;o rn N 0'; > < r- Fn Ln F-1 Ln a) FOUNDATION E-NGINEERING APPLIES TO: 16-023613-01 DATED 10/21/16 1 191 GENERAL NOTES 1. GENERAL ALL WORK SHALL CONFORM TO THE 2013 CBC AND ALL APPLICABLE LOCAL CODES. THE ENGINEER HAS PROVIDED AND IS RESPONSIBLE FOR SPECIFIC STRUCTURAL ITEMS ONLY, ALL OTHER REQUIREMENTS OF THE BUILDING CODE INCLUDING WATERPROOFING, FIREPROOFING, DRAINAGE, HANDICAP ACCESSIBILITY, EGRESS REQUIREMENTS, PARKING, AND ALL OTHER DESIGN REQUIREMENTS NOT SPECIFICALLY SHOWN IN THE STRUCTURAL DESIGN CALCULATIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE DOCUMENTS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING, SCAFFOLDING, ETC. IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. ALL WATERPROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. SPECIAL INSPECTION: SPECIAL INSPECTION PER SECTION 1704 OF THE CBC SHALL BE PROVIDED FOR THE FOLLOWING TYPES OF CONSTRUCTION: HIGH STRENGTH BOLTING OF METAL BUILDING A THE SPECIAL INSPECTOR SHALL BE ACCEPTAK TO THE ENGINEER OF RECORD AND BUILDING DEPARTMENT, SHALL BVOhF UALIFIED, AND THEIR EXPERIENCE SHALL BE COMMENSURATE WITH THIS PROJECT. 2. SITE WORK / FOUNDATIONS ASSUMED MAXIMUM SOIL BEARING = 1500 PSF (NO SOILS REPORT PROVIDED) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. 3. CONCRETE / REINFORCING CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 3,000 PSI U.N.O. (DESIGNED BASED ON 2500 PSI MIN.) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227,289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI CODE AND CBC APPENDIX, CHAPTER 19. REINFORCEMENT COVER SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" CONCRETE WITH SOIL OR WEATHER EXPOSURE: #5 BARS AND SMALLER 1 %" #6 BARS AND LARGER 2" CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 3/4" REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP REINFORCING 40 BAR DIAMETERS U.N.O. #5 AND LARGER REBAR SHALL NOT BE RE-BENT. ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRE CEMENT. ANCHOR BOLTS SHALL ASTM A'S6� AN HALL BE PROVIDED NEW, W/O EXCESSIVE RUST. N EDGE OF STEEL 2„ �3/4" CHAMFER, TYP 3 4" 6 MAX (VERIFY) GRAVEL FLOOR DRAINAGE BY OTHERS 3 0 0 •O Q° •04 °o°0,00 P obOoo 3 J ..OdgbocAOdgb �.Od°b CpOd°b O Aoo�'oo GRAVEL WHERE OCCURS o #4 VERT. AT 24" O.C. I (1) #4 CONT. TOP AND 8"-10" (1) #4 CONT. BOTT DETAIL AT CURB FOOTING NO SCALE F4A LOW SIDE EAVE r A I— I I a l L_ _J w w ry U z O U O 0� CB I Op It I O t– O %0 d- 00 O I 0 N 0 4 0 S1 N TYP. CURB - �F4A r— I I 00 I I a ]IGH SIDE EAVEL _ - - J 6'-6" 6" 1 18" PEDESTAL P -P A ©TYPICAL X—BRACING PORTAL FRAME x_ GRAVEL FLOOR BY OTHERS STRUCTURAL PLAN NOTES: 1. VERIFY ALL DIMENSIONS, ELEVATIONS, COLUMN LOCATIONS, PEDESTAL SIZES/HEIGHTS AND EDGE OF SLAB LOCATIONS WITH METAL BUILDING DRAWINGS BY BUTLER, STAMPED AND SIGNED BY. AN ENGINEER LICENSED IN CALIFORNIA 2. ALL ANCHOR BOLTS SHALL BE INSTALLED USING THE LAYOUT PROVIDED BY BUTLER. BUTLER BUILDINGS HAS PROVIDE ANCHOR BOLT DIAMETER REQUIREMENTS FOR ALL COLUMN LOCATIONS. ALL ANCHOR BOLTS SHALL BE EMBEDDED INTO CONCRETE FOOTING PER DETAIL 3/S1. NOTE: SEE ANCHOR BOLT SETTING PLAN PROVIDED BY BUTLER METAL BUILDING CORP. FOR ANCHOR BOLT SPACING. VERIFY ALL NON-STRUCTURAL BOLTS FOR OPENINGS AND DOORS WITH OWNER AS THEY MAY OR MAY NOT HAVE BEEN SHOWN ON THIS PLAN. I I I I I I I I I L--- ---J 7'—oft ._r" TYP. 3 F5 S1 I I I I I I I L__ L__j 6" 3 60'-0" 60'-2" OUT -TO -OUT OF CONCRETE (VERIFY) ALL DIMENSIONS INCLUDING ANCHOR BOLT LOCATIONS AND SPACING SHALL BE FOUNDATION PLAN TAKEN FROM THE FINAL FOR CONSTRUCTION SET OF METAL BUILDING MFR SCALE: 1/4" = 1'-0" 30" fi PEDESTAL P -P ©1C&2C A DRAWINGS. FOUNDATION DRAWINGS ARE GENERAL IN NATURE AND ONLY REPRESENT FOUNDATION SIZES, REINFORCING, AND ANCHOR ROD EMBEDMENT. PERMIT # "'-Z—i-- BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CONTRACTOR TO PROVIDE CORROSION CODE COMPLIANCE OF COLUMN I _r (� Y PROTECTION FOR ALL EXPOSED BOLTS TYP. DATE_1 STEEL COLUMN, ATOP PEDESTAL A EXTERIOR A.B. PER PLAN (4) #6 VERTS, TOP OF EDGE OF STEEL PEDESTAL TO BOTTOM OF PANEL NOTCH 2„ PIER WITH STANDARD HOOKS WHERE OCCURI TYP AT EACH END, U.N.O. L4" I 18" PEDESTAL P -P A ©TYPICAL X—BRACING PORTAL FRAME x_ GRAVEL FLOOR BY OTHERS STRUCTURAL PLAN NOTES: 1. VERIFY ALL DIMENSIONS, ELEVATIONS, COLUMN LOCATIONS, PEDESTAL SIZES/HEIGHTS AND EDGE OF SLAB LOCATIONS WITH METAL BUILDING DRAWINGS BY BUTLER, STAMPED AND SIGNED BY. AN ENGINEER LICENSED IN CALIFORNIA 2. ALL ANCHOR BOLTS SHALL BE INSTALLED USING THE LAYOUT PROVIDED BY BUTLER. BUTLER BUILDINGS HAS PROVIDE ANCHOR BOLT DIAMETER REQUIREMENTS FOR ALL COLUMN LOCATIONS. ALL ANCHOR BOLTS SHALL BE EMBEDDED INTO CONCRETE FOOTING PER DETAIL 3/S1. NOTE: SEE ANCHOR BOLT SETTING PLAN PROVIDED BY BUTLER METAL BUILDING CORP. FOR ANCHOR BOLT SPACING. VERIFY ALL NON-STRUCTURAL BOLTS FOR OPENINGS AND DOORS WITH OWNER AS THEY MAY OR MAY NOT HAVE BEEN SHOWN ON THIS PLAN. I I I I I I I I I L--- ---J 7'—oft ._r" TYP. 3 F5 S1 I I I I I I I L__ L__j 6" 3 60'-0" 60'-2" OUT -TO -OUT OF CONCRETE (VERIFY) ALL DIMENSIONS INCLUDING ANCHOR BOLT LOCATIONS AND SPACING SHALL BE FOUNDATION PLAN TAKEN FROM THE FINAL FOR CONSTRUCTION SET OF METAL BUILDING MFR SCALE: 1/4" = 1'-0" 30" fi PEDESTAL P -P ©1C&2C A DRAWINGS. FOUNDATION DRAWINGS ARE GENERAL IN NATURE AND ONLY REPRESENT FOUNDATION SIZES, REINFORCING, AND ANCHOR ROD EMBEDMENT. PERMIT # "'-Z—i-- BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CONTRACTOR TO PROVIDE CORROSION CODE COMPLIANCE OF COLUMN I _r (� Y PROTECTION FOR ALL EXPOSED BOLTS TYP. DATE_1 STEEL COLUMN, ATOP PEDESTAL A EXTERIOR A.B. PER PLAN (4) #6 VERTS, TOP OF EDGE OF STEEL PEDESTAL TO BOTTOM OF PANEL NOTCH 2„ PIER WITH STANDARD HOOKS WHERE OCCURI TYP AT EACH END, U.N.O. L4" x> x I I I I 3/4" CHAMFER, TYP a LL Lr) Q x E (2) #4 HOOPS WITHIN 5" > I I I I I OF TOP OF PEDESTAL, TYP. 1111= FOOTING SCHEDULE F2 11 4 HOOPS AT 4" O.C. WITH 135 NO SCALE S1 3" CLR. DEGREE BEND AT EACH BAR END SOIL NEVER TO 11=1111-=11u-.1 II I II BE REMOVED! I:Iril o z w J �wII,IiI�.I II II M�ao N�I�IIL�.I II II Oma= Ld C II II I FOOTING SCHEDULE LLJ 0 6 88z * 30 18 Z bi d ANCHOR ROD SHALL CONFORM., TO. ASTM 36 WITH PLATE MARK (DIM X) X (DIM Y) X (THICKNESS) THESE PLANS HAVE B EN REVIEWED REINFORCING ATTACHED STRUCTURAL F4A 4'-0" X 4'-0" X 2'-0" 6 4 E.W., TOP & BOTT. F4B 4'-0" X 4'-0" X 3'-0" (8) #4 E.W., TOP & BOTT. F5 5'-0" X 5'-0" X 2'-6" 9 4 E.W., TOP & BOTT. F6 6'-0" X 6'-0" X 3'-0" (12) #4 E.W., TOP & BOTT. x> x I I I I 3/4" CHAMFER, TYP a LL Lr) Q x E (2) #4 HOOPS WITHIN 5" > I I I I I OF TOP OF PEDESTAL, TYP. 1111= FOOTING SCHEDULE F2 11 4 HOOPS AT 4" O.C. WITH 135 NO SCALE S1 3" CLR. DEGREE BEND AT EACH BAR END SOIL NEVER TO 11=1111-=11u-.1 II I II BE REMOVED! I:Iril o z w J �wII,IiI�.I II II M�ao N�I�IIL�.I II II Oma= Ld C NO SCALE CS 1 NO SCALE sl Q�DVESS/0, yV II II I I I I I I LLJ 0 6 88z * 30 18 Z bi d ANCHOR ROD SHALL CONFORM., TO. ASTM 36 WITH PLATE OFC cv cn-Ill THESE PLANS HAVE B EN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS F1554-iGR. WASHER = 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 1/2" X 2 1/4" X 2 1/4" SECURED WITHDOUBLE HEAVY, HEX NUTS, TYPICAL SummitChico.com ■ NORTH VALLEY BUILDING SYSTEMS REINFORCING PER 111,, SCHEDULE, TYP.TOP OF (8) #6 VERTS,I=1111-11-1111=1111 PEDESTAL TO BOTTOM OF 1-1111=11-1111=11.1111-11-1111=11-1111=11-1111=11- �� 3 CLR., TYP. , PIER WITH STANDARD za UNDISTURBED NATIVE SOILS HOOKS TYP AT EACH END t Q �U NOTE: SEE ANCHOR BOLT SETTING PLAN PROVIDEp BY BUTLER METAL / 1 PER PLAN PER PLAN z� BUILDING CORP. FOR ANCHOR BOLT SPACIN,&,'- VERIFY, ALL _ OQ z I DIMENSION PER PLAN NON-STRUCTURAL BOLTS FOR OPENINGS AICD DOORS AS THEY MAY OR 0m6 MAY NOT HAVE BEEN SHOWN ON THIS PLAN. DETAIL AT SPREAD FOOTING zQ 3 Q Q J � ANCHOR BOLT SCHEDULE NO SCALE CS 1 NO SCALE sl Q�DVESS/0, yV �y�F� C. jrl LLJ 0 6 88z * 30 18 J� CIVIL 0� OFC to Z$ L b THESE PLANS HAVE B EN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com ■ NORTH VALLEY BUILDING SYSTEMS t, 0 za U t Q �U J / 1 z� _ OQ z I 0 O 0m6 zQ LU m Q Q J � CL zm J 0 Q . 001 F-- 00 O� U 0 X O LU I� REVISIONS: DATE: 10/25/16 SCALE: 1/4" = 1'-0" DRAWN BY: ACJ JOB NUMBER: 16-325 SHEET: sl � � I