Loading...
HomeMy WebLinkAboutB16-1944 063-240-037DRAVANv INDEX DRAWING TITLE j PAGES COVER SHEET I 1 Anchor Rod Drawings CODES AND LOADS 2 Perm it Drawings 13U 1 Lw& IV NOTES 3 ANCHOR ROD PLAN f 4-5 PRIMARY STRUCTURAL 8-9 Butler Manufacturing � �g g � � p� SECONDARY STRUCTURAL • 110-18 11ffli�il:�di� COVERING 11324 a division of BlueScope Buildings North America, Inc. SPECIAL DRP.WNGS 25 STANDARD ERECTION DETAILS PLANOGRAPH DETAILS ✓PC FILENAME: 16-018133-01 DRAWING RELEASE HISTORY TYPE I DATE I DESCRIPTION 8/22/2016 FOR CONSTRUCTION 8/22/2016 PERMIT SET- For Building Dept. Approval GENERAL NOTES MATERIALS ASTM DESIGNATION 3 PLATE WELDED SECTIONS A529, A572, A1011, A1018 GRADE 55 COLD FORMED LIGHT GAGE SHAPES A653, A1011 GRADE 60 BRACE RODS A572, A510 GRADE 50 HOT ROLLED MILL SHAPES A36, A529, A572, A588, A992 GRADE 36 OR 50 HOT ROLLED ANGLES A529, A572, A588, A992 GRADE 50 HOLLOW STRUCTURAL SECTION (HSS) A500 GRADE B CLADDING A653, A792 GRADE 50 OR GRADE 80 HIGH STRENGTH BOLT TIGHTENING REQUIREMENTS IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLE REGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MORE INFORMATION. SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINE THE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE -TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION OR CONTRACT. ALL A490 BOLTS SHALL BE "PRE -TENSIONED". A325 BOLTS IN PRIMARY FRAMING AND BRACING CONNECTIONS MAYBE "SNUG -TIGHT' EXCEPT AS FOLLOWS; PRE -TENSION A325 BOLTS IF BUILDING SUPPORTS A CRANE GREATER THAN 5 TON CAPACITY. PRE -TENSION A325 BOLTS IF BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT, OR STRESS REVERSALS ON CONNECTIONS. PRE -TENSION A325 BOLTS IF LOCATED IN HIGH SEISMIC AREAS. FOR IBC BASED CODES; HIGH SEISMIC IS DESIGN CATEGORY D, E OR F. SEE CODES AND LOADS SECTION BELOW FOR DETAILS. PRE -TENSION ANY CONNECTION WITH DESIGNATION A325 -SC. SLIP CRITICAL (SC) CONNECTIONS MUST BE FREE OF PAINT, OIL OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLY RUSTED SURFACES ARE ACCEPTABLE. IN CANADA, ALL A325 AND A.490 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. 40/111qq /��, scyol BUTTE / `v �F�F��, COQ No. C 82293 i � Exp. 3-31-18 m \ D � SEP 0 2 2016 DEVELOPMENT U� V � SERVICES �`9TF�C L OF CAL�F��� THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF� BUTLER MANUFACTURING ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE 1540 GENESSEE ST. KANSAS CITY, MO 64102 COVER SHEET IVIFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED REQUIREMENTS SPECIFIED BY BUTLER, THE FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. BUILDER: North Valley Building Systems, Inc. J16- 16-018533-01 BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR cusroMBR: Sierra Cascade Farm -John Carlon DATE: ANY OTHER PRODUCT OR COMPONENT ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE OCAnON Forest Ranch, California BUTLER 8/22/2016 K. FURNISHED BY BUTLER EXCEPT TO ANY WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER DRAwN;cNEc PROJECT: John Carlon Butler Manufacturin JAGN / JG DESIGN OR PERFORMANCE REQUIREMENTS MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER 9 PAGE: SPECIFIED BY BUTLER. ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUILDERSPO#: 16-959 VPCVERSION 2016.1c I1 ­ no» a division of BlueScope Buildings Norih America, Inc. PERMIT161-4-41 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR DATE --'31 POMPLI�N­',jE _—� DY I� Ls cry 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: Forest Ranch County: Butte State: California Country: United States Building Code Building Code: California Building Standards Code - 2013 Edition Structural: lOAISC - ASD Rainfall: I: 3.30 inches per hour Based on Building Code: 2012 International Building Code Cold Form: 12AISI - ASD f'c: 3000.00 psi Concrete Building Risk/Occupancy Category: II (Stannard Occupancy Structure) Dead and Collateral Loads Material Dead Weight Roof Live Load Collateral Gravity:3.00 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: 0.84.9 Parts Wind Exposure Factor: 0.849 Wind Enclosure: 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 Buildup Shape Ag Building Snow Load Seismic Load Magnitude Ground Snow Load: pg: 55.00 psf Lateral Force Resisting Systems using Equivalent Force Procedure Flat Roof Snow: pf: 46.20 psf Mapped MCE Acceleration: Ss: 65.00 %g Design Snow (Sloped): ps: 46.20 psf Mapped MCE Acceleration: S1: 27.00 %g Rain Surcharge: 0.00 Site Class: Stiff soil (D) psf Specified Minimum Roof Snow: 20.00 psf (Code) Seismic Importance: Ie: 1.000 0.0 Exposure Factor: 2 Partially Exposed - Ce: 1.00 Design Acceleration Parameter: Sds: 0.5547 Snow Importance: Is• 1.000 Design Acceleration Parameter: Shc: 0.3348 Thermal Factor: Unheated - Ct: 1.20 Seismic Design Category: D psf Ground / Roof Conversion: 0.70 Seismic Snow Load: 9.24 psf 16.8 Unobstructed, Slippery % Snow Used in Seismic: 20.00 psf 0.0 Dia bra m Condition: Flexible 0.0 Surface Description Roof: A Unbalanced Snow Load 1, Shifted Left : Roof: A Ag Building Roof: B Unbalanced Snow Load 1, Shifted Right : Roof: B 1. The Snow Buildup loading shown is in addition to the flat or sloped roof snow. 2. The X and Y Location dimensions are from the point of origin of each surface. THE BUTLER MFG, ENGiNEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER. MFG. ANC DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. VPC FLENAME: 16-018533-01 p g Y Fundamental Period Height Used: 14/0/0 Transverse Direction Parameters Ordinary Steel Moment Frames Redundancy Factor: Rho: 1.30 Fundamental Period: Ta: 0.2312 R -Factor: 3.50 Overstrength Factor: Omega: 2.50 Deflection Amplification Factor: Cd: 3.00 Base Shear: V: 0.1585 x W Longitudinal Direction Parameters Ordinary Steel Concentric Braced Frames Reaundancy Factor: Rho: 1.30 Fundamental Period: Ta: 0.1448 R -Factor: 3.25 Overstrength Factor: Omega: 2.00 Deflection Amplification Factor: Cd: 3.25 Base Shear: V: 0.1707 x W X Location Y Location Magnitude 0.0 ft 16.8 ft 11.1 psf 0.0 ft 0.0 ft 11.1 psf 10.0 ft 0.0 ft 11.1 psf 40.0 ft 16.8 ft 11.1 psf 0.0 ft 16.8 ft 11.1 psf 0.0 ft 0.0 ft 11.1 psf 40.0 ft 0.0 ft 11.1 psf 40.0 ft 16.8 ft 11.1 psf THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE: I BY. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: 8222016 el - No. C 82293 Exp. 4-31-18 �sT CIV1�- Orr- w 1r PERMIT SET- For Building Dept. Approval CODES AND LOADS DESCRIPTION BOLDER: North Valley Building Systems, Inc. CUSTOMER: Sierra Cascade Farm - John Carlon LOCATION: Forest Ranch, California PROJECT: John Carlon NTS I BULDER'S PO#: 16-959 100932 BUTTE COUNTY BUILDING DIVISION APPROVED 16-018533-01 DATE. �[JTLER 8/22/2016 DRAWN/CHECK. JAGN / JG Butler Manufacturing VPCVERSION: 2016.1C PAGE 2 a division of BImScope Buldings North Amedca.. Inc. BUTTE COUNTY BUILDING DIVISION APPROVED BUILDER/CONTRACTOR RESPONSIBILITIES Butler Mfg. follows the guidelines as outlined in the AISC and MBMA Codes of Standard Practice, Butler Mfg. standard product specifications, design, fabrication, quality criteria shall govern all work unless stipulated otherwise in the contract documents. In case of discrepancies between Butler Mfg. structural plans and plans for other trades, Butler 1`01g. structural plans shall govern. It the responsibility of the Builder to obtain approvals and permits from all govern ging agencies and jurisdictions as required. Approval of Butler Mfg drawings constitutes the builders acceptance of Butler interpretation of the contract purchase order. Unless specific design criteria concerning interface design and details are furnished as part of the contract, Butler Mfg. design assumptions shall govern. Butler engineers are not Project Engineers or Engineer of Record for the overall project. Butler engineering supply sealed engineering design data and drawings for Butler supplied material as part of the overall project for use by others to obtain permits, approvals, and coordinate with other trades. The Builder or A/E firm are responsible for the overall project coordination, including coordination with appropriate inspection and testing agencies. All interlace 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 fcr 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 toroes 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 Ail field welding shall be done at the direction of a design professional, and done in accordance with governing requirements (AWS in USA, CWB in Canada) by welders qualified to perform the welding as directed by the applicable welding procedure specification (WPS). A WPS shall be prepared by the contractor for each welding variation specified. The contractor is responsible for any special welding inspection as required by local jurisdiction. Filler metal sha!l be 70 ksi (480 MPa) tensile strength. For welds in high seismic force resisting system (Seismic Cat D, E or F), minimum Charpy V -Notch toughness shall meet AISC-341 criteria (20 ft -lbs min @ ODeg F). Interpass temperatures shall not exceed 550Deg F (30ODeg C). SIGNAGE The Builder is responsible for furnishing signs as required by Code and the Building Department, including but not limited to, exits, occupancy limits, floor loading limits, and bulk storage limits. Floor loading signs shall clearly indicate maximum floor live load permitted. Bulk storage facilities shall have signs dearly posted on all loaded walls indicating the type of commodity stored and the maximum storage height. Signs shall be clearly visible when building is fully loaded to design level. Overloading of floors or walls may result in failure. VPC FILENAME: 16-018533-01 DELIVERIES It is the responsibility of the builder to have adequate equipment available at the job site to unload trucks in a safe and timely manner. The Builder will be responsible for all retention charges from carriers as a result of job site unloading delays. Claims for damage or shorts MUST be noted on the Bill -of -Lading or delivery receipt and filed against the carrier by the consignee as per Butler's Terms of Sales (F.O.B. Plant) under the Uniform Commercial Code. It is critical that damages or shorts be noted on the Bill -of -Lading or you have little recourse wiih the carrier. Immediately upon delivery of material, material quantities are werified by the Builder against quantities billed on the shipping document. Neither the Manufacturer nor the carrier is responsible fo 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 / sitting 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 iSSLIGG 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 13UTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE: BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. PANELS Oil canning is an inherent characteristic of cold formed steel panels. It is the result of several factors that include induced stresses in the raw material delivered to Butler, fabrication methods, installation procedures, and post installation thermal forces. Thru fastened panels will exhibit some dimpling when installed, especially when insulation is installed between panels and secondary supports. Dimpling can be minimized by careful installation, taking care not to over drive fasteners. Roof rumble is a phenomenon that is caused by wind gusts lifting up on the roof panels and then springing back into place. All panels experience this action to some degree, especially with concealed clip Standing Seam panels. Roof rumble noise may be minimized by providing a layer of blanket insulation between the panels and any hard support surface such as steel secondary members, substrates such as plywood, steel decking, or rigid board insulation. A minimum of 3 inch thick blanket is recommended over steel secondary members, or 2 inch over substrates. Oil canning, dimpling, and roof rumble do not affect the structural integrity or weather tightness of the panels and is not grounds for rejection of panels. The Standing Seam joint detail is designed with an interlocking feature for ease of installation. However, it is imperative that installed Standing Seam panels be secured to the secondary structural members and properly seamed prior to departure from the job site each day. SKYLIGHTS Local building departments may require added fall restraint due to conditions that may affect the skylight structural integrity. It is the responsibility of the builder to determine and provide any added fall restraint under the skylight as may be required by your building department. RAIN WATER RUNOFF Drainage systems must be designed by the project professional to comply with code requirements. Butler is not responsible for drainage designs, overflow scuppers, down piping, etc. The project professional and contractor are responsible to ensure that primary drains and overflow devices such as scuppers and auxiliary drains are provided as required for the required rain intensity at the building perimeter and at valley conditions to prevent ponding. STEEL SHOP COAT The purpose of Butler's shop coat is to provide protection for the steel members during transportation, during temporary job site storage and during erection. Standard shop formulation is not designed to perform as a finish coat when exposed to environmental conditions. Members shall be kept free of the ground and properly drained during job site storage. It is the Builder's responsibility to ensure that if a finish coat is being applied over Butler shop coat that the painting contractor verifies compatibility between his finish coat and Butler's shop coat. BUTLER MFG. ACCREDITATIONS AND APPROVALS Fabricator Approvals IAS AC472 Approvals: (www.iasonline.org/Metal—Building Systems/MB.html) Listed under BlueScope Buildings North America, Inc. City of Los Angeles, CA #FB00031; City of HCUston, TX 767; City of Phoenix, AZ C19-02008; Clark County, NV 43 & 833, San Bemardino County, CA 289, State of Utah, City of Richmond, Ca. Design Approvals IAS AC472 Approvals: (www.iasorline.org/Metal_Building—Systems/MB.html) Listed under Butler Manufacturing, a Division of BlueScope Buildings North America, Inc. Canadian CSA A660 Certifications (http:/eng.cvvbgroup.org/Certification/Pages/CertifiedCompanySearch. aspx) Listed under BlueScope Buildings North America, Inc. Engineering Certifications of Authorization USA—AR#576; FL#30427; ID#C-2470; IL#184-002649; KS#E-29; MS#E-0592; MO#E-2010007736; NC#F-0998; OK#.CA417OPE; SD#C-1787; TX#F4828; VW#CO3059-( CAN--AB#Po8900; NS#30123; ON#100148796; and YT#PP134 PERMIT SET- For Building Dept. Approval B BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 ERECTION NOTES ZEV. DATE: BY: DESCRIPTION: BUILDER: North Valley Building Systems, Inc. CUSTOMER: Sierra Cascade Farm - John Carlon LOCATION: Forest Ranch, California PROJECT: John Carlon ORAVNNG SCALE: NTS BUILDERS POM: 16-959 8222016 10:09:33 16-018533-01 BUTLER DRAWNICHECK Butler Manufacturing JAGN / JG I VPCVERSION: 2016.1c a division of BlueScope Buldi rigs Nodh America, Inc. BUTTE COUNTY" BUILDING DIVISION APPROVED 1 2 3 D1 D3 D1 I I I I I I I i I I I I I O I I I C O O In i O to I I I O I 00 O O II 11 1 _1 h - N I I N N I I N i I I I ! I I I I D2 i D2 I i I I o O � i i I I I 00 CO '--I i I I i i I i I I i D3 �- 1 � D �a I II 19'-6" 19'-611 1 BL BL LSCti��,�<<"\ ANCHOR ROD PLAN No, C 82293 m Exp, 1-31-18 ` OF CA 1 611 FIDimension Key PERMIT SET- For Building Dept. Approval Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) <�> THE BUILDING IS DESIGNED WITH BRACING DIAGONALS IN THE DESIGNATED THE BUTLER MFG. ENGINEER'S SEAL API LIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MANUFACTURING BAYS. COLUMN BASE REACTIONS, ACI PLATES AND ANCHOR RODS ARE 1 ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE 1540 GENESSEE ST. KANSAS CITY, MO 64102 ANCHOR ROD PLAN AFFECTED BY THIS BRACING AND DIAGONALS MAY NOT C OR RODS A I MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED REQUIREMENTS SPECIFIED BY BUTLER. THE FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY DESCRIPTION: BUILDER: North Valley Building Systems, Inc. - 6 1 WITHOUT CONSULTING THE BUILDING SUPPLIERS ENGINEER. BUTLER MPG. ENGINEER'S SEAL DOES NOT 16-018533-01 APPLY TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR CUSTOMER Sierra Cascade Farm -John Carlon DATE. r ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE LOCAnON: Forest Ranch, California B[1TLER 8/22/2016 ANY OTHER PRODUCT Or. COMPONEid, FURNISHED BY BUTLER EXCEPT TO ANY WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER gRAwNi PROJECT: John Carlon Butler Manufacturing JAGN / JG DESIGN OR PERFORMANCE REQUiREMENTS MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER 9 PACE SPECIFIED BY BUTLER. ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BUILDER'SPO#: 16-959 VPC VERSION: 21)16.1C 4 a090mr, 10:09:34 a division of BlueScope Buldirps North America, Inc. JPC FILENAME 18-018533-01 BUTTE COUNTY BUILDING DIVISION APPROVED Q Q WIDTH WIDTH Q o w a w 0 E 2 C = U N w +� E GAGE GAGE WIDTH t 2 1/2" 64mm 64mm L D1 (4)3/4" Dia. GR36 Anchor Rods Plate W=8" L=11" Dim: A=11" Gage=5" Pitch=5" Edge Out=3" 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; a. CENTERS OF ANY TWO AR'S WITHIN A COLUMN BASE GROUP; +-1/8" b. CENTERS OF ADJACENT AR GROUPS; +-1/4" c. TOPS OF AR'S; +-1/2" d. ACCUMULATED DIM BETWEEN CENTERS OF AR GROUPS ALONG COLUMN LINE; +-1/4" PER 1DOFT., 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=1'-1" Dim: A=1'-0" Elev.=100'-0" I ,,�—N U T -,,—HARDENED 4" (102mm) WASHER PROJECTION = LJ BOTTOM OF COLUMN z BASE PLATE ELEV, W M J -TOP OF FOUNDATION - CONSIDER ANY SPACE BETWEEN THE FOUNDATION m AND COLUMN BASE IN ANCHOR ROD LENGTH REQUIREMENT THE 4" PROJECTION ABOVE THE BOTTOM OF THE BASE PLATE IS A SUGGESTED MINIMUM TO ENSURE ADEQUATE ANCHOR ROD LENGTH. A DIFFERENT PROJECTION MAY BE REQUIRED BY THE FOUNDATION DESIGNER. THE ANCHOR ROD PROJECTION MAY NEED TO BE CUT OFF IF THERE IS INTERFERENCE WITH OTHER PARTS. SUGGESTED ANCHOR ROD PROJECTION 1/2" (13mm) DIAMETER CONCRETE ANCHORS (BY OTHERS) JAMB z Q W J E 1 VARIES — W Cn BOTTOM OF © II COLUMN W BASE PLATE 1 1/4" OPENING WIDTH 1 1/4" 32mm 32mm NOTE: 1" (25mm) PROJECTION ABOVE BOTTOM OF JAMB CLIP STD == 1/2" (13mm) SEE PLAN FOR JAMB SIZES : J = SIZE FLUSH = 0" (Omm) 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 TYPICAL COLUMN BASE PLATE DETAIL -�No.C82293�'rn' Exp, 3-31-18 VL0,6a CIVI� a�P� PERMIT SET- For Building Dept. Approval VPC FILENAME: 16-018533-01 8222016 10:09:35 a division of 61wScope Buildi rgs North America, Inc. BUTTE COUNTY BUILDING DIVISION APPROVED THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF B BUTLER MANUFACTURING ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NO -i BE MODIFIED, REPRODUCED OR USED 1540 GENESSEE ST. KANSAS CITY, MO 64102 ANCHOR ROD PLAN - DETAILS REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY DESCRIPTION: BUILDER: North Valley Building Systems, Inc. JCB#: 16-018533-01 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR DATE: APPLY TO THE PERFORMANCE OR DESIGN OF CUSTOMER Sierra Cascade Farm - John Carlon ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCELocATON: 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. Forest RanchCalifornia , PROJECT: John Carlon BULDER'SPC#: 16.959 SUTLER Butler Manufacturing VPC VERSION: 2016.1C 8/22/2016 DRAWwCHECK: JAGN / JG DRAWING SCALE: (�'g PACE 5 VPC FILENAME: 16-018533-01 8222016 10:09:35 a division of 61wScope Buildi rgs North America, Inc. BUTTE COUNTY BUILDING DIVISION APPROVED Bracing Part Schedule Part Qty Length Detail 03RS2705 4 27'-5" BR02H1 a o� O O d' �a o� 1 611 Dimension Key THE BUTLER MFG. ENGINEER'S SEAL APPLIES 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) ONLY TO THE WORK PRODUCT OF BUTLER W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, MFG. AND DESIGN AND PERFORMANCE SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, REQUIREMENTS SPECIFIED BY BUTLER. THE UNLESS NOTED OTHERWISE. BUTLER MFG. ENGINEER'S SEAL DOES NOT 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME APPLY TO THE PERFORMANCE OR DESIGN OF SIDE OF THE WEB AS THE HILLSIDE WASHER. ANY OTHER PRODUCT OR COMPONENT I FURNISHED BY BUTLER EXCEPT TO ANY ! DESIGN OR PERFORMANCE REQUIREMENTS I SPECIFIED BY BUTLER. VPC FLENAME: 1"18533-01 0 N N CX001 CX002 CX003 0 I N N CX001 CX002 ;PX002 0 Co CX003 PRIMARY AND ROOF BRACING PLAN Shape Name = Ag Building THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE: I BY DRAWING SCALE: NTS 8222016 DESCRIPTION: 10:09:36 PERMIT SET- For Building Dept. Approval PRIMARY AND ROOF BRACING PLAN II -Building Systems, Inc. ,1 BUILDER: 6- North Va ey �ui g y 16-018533-01 CUSTOMER: Sierra Cascade Farm - John Carlon DA I' Forest Ranch, California BUTLER 8/22/2016 LOCATION: ° DRAWN/CHECK: PROJECT. John Carlon Butler Manufacturin g PAGE: / JG : BUILDERS PO#: 116-959 VPC VERSION: 2016.1c 1 6 a division of BImScope B dIdims North America, Inc. BUTTE COUNTY BUILDING DIVISION APPROVED -6•• 19'- 6" II 1 __::19' 40'-0" BL BL PRIMARY AND ROOF BRACING PLAN Shape Name = Ag Building THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE: I BY DRAWING SCALE: NTS 8222016 DESCRIPTION: 10:09:36 PERMIT SET- For Building Dept. Approval PRIMARY AND ROOF BRACING PLAN II -Building Systems, Inc. ,1 BUILDER: 6- North Va ey �ui g y 16-018533-01 CUSTOMER: Sierra Cascade Farm - John Carlon DA I' Forest Ranch, California BUTLER 8/22/2016 LOCATION: ° DRAWN/CHECK: PROJECT. John Carlon Butler Manufacturin g PAGE: / JG : BUILDERS PO#: 116-959 VPC VERSION: 2016.1c 1 6 a division of BImScope B dIdims North America, Inc. BUTTE COUNTY BUILDING DIVISION APPROVED Frame Member Schedule Part Mem Width Thick WebThk. Depthl Depth2 CX001 1 5.0000 .1345 .1345 10" 10" RBX001 2 5.0000 .1875 .1345 9" 9" Out 3 5.0000 .1875 .1345 9" 9" RBX002 4 5.0000 .1875 .1345 9" 911 CX001 5 5.0000 .1345 .1345 10" 10" EPX001 6 5.0000 .1345 .1345 10" 10" 7 15'-8" Ridge Ht. 6 2 @ 4'-5 15/16" 5 2 @ 5'-0" 4 1'-1" 3 41-011 2 2'-6" 1 8 1/2" FI Dimension Key 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. Approx.Lgth 12'-7 13/16" 20'-0 9/16" Approx.Weight 140# 226# 20'-0 9/16" 222# 12'-7 13/16" 140# 14'-0 5/8" 84# C 20'-0 n GFB2037 M n Detail BR25CA Frame Clearances Horiz. Clearance between members 1(CX001) and 5(CX001): 36'-11" Vert. Clearance at member 1(CX001): 12'-7 13/16" Vert. Clearance at member 5(CX001): 12'-7 13/16" Vert. Clearance at member 6(EPX001): 14'-0 7/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) Bolt Connection & Plate Schedule Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo Dia. Length Thick. Out In A 8 A325 3/4" 2 1/2" 3/8" 2 2 Yes 0097284 B 4 A325 3/4" 2 1/2" 3/8" 1 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. B „ 1.000:12 � � 20'-0 13/16„ 13/16 M 1 4` I I I`�II F.1 M V M M O N r.. rn V M M O N W C� M M O N W r-4 (D A 1.000:12 I n M O N I 1 I 22'-0" 18'-0" THE BU I LLK rAt-U. CIV l71lyCCR J JCnL " uw 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. CL 40'-0" FRAME CROSS SECTION AT FRAME LINES) 1 Shape Name = Ag Building Wall 4, Frame 1 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAI _S REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE 8222016 3FB2037 PERMIT SET- For Building Dept. Approval BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 FRAME CROSS SECTION AT FRAME LI NE(S) 1 JOB # BY: DESCRIPTION: BUILDER: North Valley Building Systems, Inc. 16-018533-01 CUSTOMER: Sierra Cascade Farm - John Carlon DATE: BUTLER 8/22/2016 77A --N Forest Ranch, California DPAWN/CHECK: JAGN / JG PROJECT: John Carlon Butler Manufacturing PACE. NTS BUILDERS PO#: 16-959 VPC VERSION: 2016.1c 7 a division of BlueScope Bindings North America, Inc. 10.09:38 VPC FILENAME: 16-016533-01 BUTTE COUNTY BUILDING DIVISION APPROVED Frame Member Schedule Rows Part Mem Width Thick CX002 1 5.0000 .3125 RBX003 2 5.0000 .2500 RBX004 3 5.0000 .2500 CX002 4 5.0000 .3125 OBolt Connection & Plate Schedule Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo Frame Clearances Thick. Out WebThk. Deptbl Dept -h2 Approx.Lath Approx.Weight Horiz. Clearance between members 1(CX002) and 4(CX002): 34'-1" .1644 1'-0" 2'-3" 11'-4 1/16" 276# Vert. Clearance at member l(CX002) : 11'-4 1/16" .1875 2'-2"" 11" 20'-0 9/16" 458# Vert. Clearance at member 4(CX002): 11'-4 1/16" .1875 11" 2'-2" 20'-0 9/16" 458# Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) .1644 1'-0" 2.'-3" 11'-4 1/16" 276# FRAME CROSS SECTION AT FRAME LINE(S) 2 W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, OBolt Connection & Plate Schedule Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo Dia. Length Thick. Out In A 8 A325 3/4" 2 1/2" 1/2" 3 1 Yes 0097284 B 4 A325 7/8" 3 1/2" 5/8" 1 1 Yes 0097380 C 201_0 13/16" 1.000:1220'-0 13/16" 4 4 1.000:12 n I 5 � 5 I (2)GFB2097 O O U-) Ln C)O O CD M p N N M NO W pa Ga W w Ga 0 0 M Ga 40'-0" FRAME CROSS SECTION AT FRAME LINES) 2 (2)GFB2097 0 l Ln T 7 15'-8" Ridge Ht. �' z —� No. C 82293Fri 6 2 @ 4'-5 15/16" Exp. -31-18 4 1'-1" Clvi\- \Q' 3 4'-011 OF CA11F��� 2 2'-6" 1 8 1/2" D Dimension Rey PERMIT SET- For Building Dept. Approval Shape Name = Ag Building Wall 4, Frame 2 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER THIS DRAWING, INCLUDING THE INFORMATIOA HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE B BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 FRAME CROSS SECTION AT FRAME LINE(S) 2 W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED REV: DATE: BY: DESCRIPTION BUILDER: North Valley Building Systems, Inc. 16M 6-01II533-01 UNLESS NOTED OTHERWISE. REQUIREMENTS SPECIFIED BY BUTLER. THE FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SUTLER MFGENGIN'EER'S SEAL DOES NOT . n �, APPLY TO THE PERFORMANCE OR DESIGN OF CUSTOMER: Sierra Cascade Farm - John Carlon THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR DATE, SIDE OF THE WEB AS THE HILLSIDE WASHER. ANY OTHER PRODUCT OR COMPONENT ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE 8/22/2016 LocAnoN Forest Ranch, California SUTLER F Q r v FURNISHED BY BJTt �R EXCEPT T , O ANY WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER DRAWN/CHECK: JAGN / JG DESIGN OR PERFORMANCE REQUIREMENTS MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER PROJECT: John Carlon Butler Manufacturing DRAWING SCALE: NTS BUILDER'S POM: G 16-9.,9 PAGE: 8 SPECIFIED BY BUTLER. I ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VPC VERSION 2016.1c VPC FILENAME: 16-016'7)33-01 ar22rLU16 IU:U`J:S`J BUTTE COUNTY BUILDING DIVISION APPROVE Frame Member Schedule Plate Schedule 16-018533-01 Part Mem Width Thick WebThk. Depthl Depth2 CX003 1 5.0000 .1345 .1345 10" 10" RBX005 2 5.0000 .1875 .1345 9" 9" A325 3/4" 3 5.0000 .1875 .1345 9" 9" RBX006 4 5.0000 .1875 .1345 9" 9" CX003 5 5.0000 .1345 .1345 10'1 10" EPX002 6 5.0000 .1345 .1345 10" 10" 7 15'-8" Ridge Ht. 6 2 @ 4'-5 15/16" 5 2 @ 5'-0" 4 1'-1" 3 4'-0" 2 2'-6" 1 8 1/2" Dimension Key 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. VPC FILENAME: 16-018533-01 Approx.Lgth 12'-7 13/16" 20'-0 9/16" 20'-0 9/16" 12'-7 13/16" 14'-0 5/8" Approx.Weight Detail 140# 226# 222# 140# 84# BR25CA 20'-0 13/16" i n � GFB2037 B 1 .000:12 fel Frame Clearances Horiz. Clearance between members 1(CX003) and 5(CX003): 36'-11" Vert. Clearance at member 1(CX003): 12'-7 13/1.6" Vert. Clearance at member 5(CX003): 12'-7 13/16" Vert. Clearance at member 6(EPX002): 14'-0 7/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) OBolt Connection & Plate Schedule 16-018533-01 Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo JA GN / JG Dia. Length Thick. Out In Inc. A 8 A325 3/4" 2 1/2" 3/8" 2 2 Yes 0097284 B 4 A325 3/4" 2 1/2" 3/8" 1 1 Yes 0097284 C 4 A325 1/2" 1 1/2" 3/3" 1 1 Yes 49080 <S> - (2) Washers (095872) req'd at Flange Brace to Secondary. A 20'-0 13/16" 1.000:12 4 , 5 5, A co co V M M M M M M O O O N N M M Nf�O n r. , � — N N 22' -Orr CL FRAME CROSS SECTION AT FRAME LINES) 3 Shape Name = Ag Building Wall 4, Frame 3 THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MANUFACTURING ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE B 1540 GENESSEE ST. KANSAS CITY, MO 64102 MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND SHALL NOT SE MODIFIED, REPRODUCED OR USED DESCRIPTION: REQUIREMENTS SPECIFIED BY BUTLER. THE FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: BUTLER MFG. ENGINEER'S SEAL DOES NOT THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE FURNISHED BY BUTLER EXCEPT TO ANY WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER DESIGN OR PERFORMANCE REQUIREMENTS MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER SPECIFIED BY BUTLER. ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS d222016 100941 !' 3FB2037 PERMIT SET- For Building Dept. Approval FRAME CROSS SECTION AT FRAME LINE(S) 3 JOB # BUILDER: North Valley Building Systems, Inc. 16-018533-01 CUSTOMER: Sierra Cascade Farm - John Carlon DATE. BUTLER ' 8/22/2016 LOCATION: Forest Ranch, California DRAwN/CHECK: Butler Manufacturing VPCVERSION: 2016.1c JA GN / JG PROJECT: John Carlon Ace. 9 BUILDER'S PO#: 16_9559 a division of BlueScope Buldl rigs North America. Inc. BUTTE COUNTY BUILDING DIVISION" APPROVED ROD SLOT BACKING PLATE MAY EXIST HARDWARE INSTALL IN THIS ORDER: HILLSIDE WASHER FLAT WASHER "B" FLAT WASHER "A" HEX NUT WALL BRACE ROD REV "° °' ROD BRACING THRU ROD SLOT BP02H1 COLUMN SHOWN / RAFTER SIMILAR GAGE POST 8 1/2" POST SHOWN 10" POST SIMILAR GAGE POST FACTORY ATTACHED III WASHER FACTORY ATTACHED:(695872) _ i II 1i GAGE POST BASE CLIPS I j TOM III II 'Ji '1) GPBC-- ATTACH WITH (4) 1/2" x 1 1 /2" III A325 BOLTS (49080) i� I C_— (4) 1/2" DIA. WASHERS 11 GPB (095872) REQUIRED AS 3/4" DIA. ANCHOR RODS 3/4- FLAT WASHERS— * 8 1/2" POST REQUIRES (2) ANCHOR RODS 10" POST REQUIRED (4) ANCHOR RODS ANCHOR RODS, NUTS AND WASHERS ARE BY BUILDER BRACE FRAME BRACE ROOF� LOCATION I LOCATION I / SCO DARY C,2 I I `/\�\� — — `--- — — — O — FLANGE BRACE ((;F3-) OR (HFB-) CLIP RE0'D W/ THICK FLANGES FLANGE BRACE WILL TYPICALLY e CONNECT TO THE WEB OF THE ® ' FRAME MEMBER. o ALTERNATE CONNECTIONS FLANCE BRACE REQUIREMENTS: RULE#1- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. RULE#2- SINGLE FLANGE BRACES .ARE REQUIRED WHEN PART MARK ON CROSS SECTION IS NOT ACCOMPANIED BY (2). ENDPOST---' RULE#3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB WHEN PART MARK IS ACCOMPANIED BY (2). RULE#4- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE CENTER OF THE BUILDING. RULE#5- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME SIDE OF THE FRAME WEB. ** 10" & 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. ".. DAM -07/01/091111 NO. 00 REV. DAlE:11/16/15 REV. N0.03 TYrJ ICAL FLANGE BRACE CONNECTIONS gR25CA BR06AE CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN aEv.DAPF13D2VN° GA AFACTORRY ATGE POSTBTAC EDB SEE ASE UTPON 1 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. I VPC FILENAME: 16-018533-01 THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MEG. 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. /2- X 1 1/2" A325 BOLTS (49080) WITH ENDPOST TOP BETWEEN PURLINS NO CAP CHANNEL - BRACED TO PURLINS ONLY THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER. MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. F = FEET G - GAGE CX*** = COLUMN (PLATE) I = INCHES 0 = OPERATION WASHERS E = EIGHTHS C = FIN/COLOR ROD DIA. NUT A B 1 HILLSIDE 3/6" 095321 096408_ 46040 043657 1 2" 095230 095872 095946 043657 ** F F F I I I I I I E C C 095233 095945 095946 _043657 3 4" 095235 095946 095948 043658 7/B 095237 1 095947 095948 043658 1' 095238 095948 095949 043659 1 1/8' 095239 1 095949 1 095949 1 043659 REV "° °' ROD BRACING THRU ROD SLOT BP02H1 COLUMN SHOWN / RAFTER SIMILAR GAGE POST 8 1/2" POST SHOWN 10" POST SIMILAR GAGE POST FACTORY ATTACHED III WASHER FACTORY ATTACHED:(695872) _ i II 1i GAGE POST BASE CLIPS I j TOM III II 'Ji '1) GPBC-- ATTACH WITH (4) 1/2" x 1 1 /2" III A325 BOLTS (49080) i� I C_— (4) 1/2" DIA. WASHERS 11 GPB (095872) REQUIRED AS 3/4" DIA. ANCHOR RODS 3/4- FLAT WASHERS— * 8 1/2" POST REQUIRES (2) ANCHOR RODS 10" POST REQUIRED (4) ANCHOR RODS ANCHOR RODS, NUTS AND WASHERS ARE BY BUILDER BRACE FRAME BRACE ROOF� LOCATION I LOCATION I / SCO DARY C,2 I I `/\�\� — — `--- — — — O — FLANGE BRACE ((;F3-) OR (HFB-) CLIP RE0'D W/ THICK FLANGES FLANGE BRACE WILL TYPICALLY e CONNECT TO THE WEB OF THE ® ' FRAME MEMBER. o ALTERNATE CONNECTIONS FLANCE BRACE REQUIREMENTS: RULE#1- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. RULE#2- SINGLE FLANGE BRACES .ARE REQUIRED WHEN PART MARK ON CROSS SECTION IS NOT ACCOMPANIED BY (2). ENDPOST---' RULE#3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB WHEN PART MARK IS ACCOMPANIED BY (2). RULE#4- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE CENTER OF THE BUILDING. RULE#5- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME SIDE OF THE FRAME WEB. ** 10" & 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. ".. DAM -07/01/091111 NO. 00 REV. DAlE:11/16/15 REV. N0.03 TYrJ ICAL FLANGE BRACE CONNECTIONS gR25CA BR06AE CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN aEv.DAPF13D2VN° GA AFACTORRY ATGE POSTBTAC EDB SEE ASE UTPON 1 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. I VPC FILENAME: 16-018533-01 THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MEG. 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. /2- X 1 1/2" A325 BOLTS (49080) WITH ENDPOST TOP BETWEEN PURLINS NO CAP CHANNEL - BRACED TO PURLINS ONLY THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER. MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. F = FEET G - GAGE CX*** = COLUMN (PLATE) I = INCHES 0 = OPERATION CGX*** = COLUMN (GAGE) E = EIGHTHS C = FIN/COLOR WCX*** = COLUMN (HOTROLL) PANEL/COVERING a division ctBWeScope Buldings North Am ncn, W 1 3 1 1 7 2 6 1 K T D RBX*** = RAFTER (PLATE) * F F I I E G G 0 C C C BGX*** - RAFTER (CAGE) LENGTH CODE WRX*** = RAFTER (HOTROLL) TRX*** = TRUSS RAFTER INSULATION I B 1 3 0 1 0 3 6 0 3 0 W V ICX*** INTERIOR COLUMN ** F F F I I I I I I E C C PCX*** = PIPE COLUMN LENGTH WIDTH THK CODE TCX*** = TUBE COLUMN SECONDARY (STANDARD) 0 8 Z 1 9 1 1 4 1 7----- EPX*** = ENDPOST (PLATE) * * * F F I I E G G * * * * * EGX*** = ENDPOST (GAGE) DEPTH T LENGTH GAGE ADJUST.CODES SHAPE CBX*** = CANOPY (PLATE) SECONDARY (SPECIAL) CBX*** = PIGGYBACK CANOPY 0 0 1 0 8 Z 1 9 1 1 4 1 7- -- DCC** * = 8 1 /2" GAGE POST +***** F F I I E G G DCE*** = 10" GAGE POST COUNTER DEPTHdt LENGTH GAGE ADJUST CODES SHAPE BOTH ENDS ROD BRACING RS = THREADS 0 3 R S 2 5 1 0 RT = THREADS ONE END — CLEVIS ONE END I E** F F I I RU = CLEMS BOTH ENDS DIA LENGTH RP = THREAD BOTH ENDS — NO HILLSIDES E•08/29/12 REV_ R0. 01MARK NUMBER KEY EN50B1I COMMON GENERATED MARK NUMBERS BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE: BY: I DESCRIPTION. DRAWING SCALE: NTS 8222016 SEDSheet 10:09:41 BASIC ERECTION GUIDE REQUIRED FOR THIS PROJECT: REFER TO: ENB002 WIDESPAN STRUCTURAL SYSTEM 2013 INSTALLATION GUIDE B/JTLER BASIC ERECTION GUIDE - STRUCTURAL No. C 82293 � Exp. -3)-18 �9TFOFr� PERMIT SET- For Building Dept. Approval PRIMARY BRACING SED'S BUILDER: North Valley Building Systems, Inc. CUSTOMER: Sierra Cascade Farm - John Carlon LOCATION: Forest Ranch, California PROJECT. John Carlon BUILDER'S POM: 16-959 _ 16-018533-01 BUTLER DATE: 8/22/2016 ' Butler hlanufacturin g VPCVERSION: 2016.1C DRAWN/CHECK: JAGN / JG PAGE 10 a division ctBWeScope Buldings North Am ncn, Inc. BUTTE COUNTY BUILDING DIVISION APPROVE VPC FILENAME: 16-018533-01 BUTTE COUNTY BUILDING DIVISION APPROV r BRACE ¢ FRS BRACE LOCATION LOCATION SECONDARY ERECTION NOTE:E i - WHEN A CHANNEL BRACE DOES NOT LINE UP WITH ANOTHER USE (1) 11/32" X, 1 1/4" USE (2) 1 /2" T-45 GRAY SCRUB09-/352) OLT GALV. HEX NUTS ( (47120) LOCATE AT EAVE STRUT BEND PBA TABS AND USE (2)11/32" X 1 1/4" T-45 GRAY SCRUBOLT (097352) ANDSCRUBOLT NUT (097267) MEMBER CHANNEL BRACE OR THE SLOTS IN THE PURLIN WEB FOR SCRUBOLT NUT (097267) (1) NUT ON EACH HEAD OF SCRUBOLT TO BE ON OUTSIDE OF EAVE STRUT ( ) A DROP PIN CONNECTION BEND THE CHANNEL TABS TOWARD THE PURLIN WEB AND USE A SELF -DRILLER (55307) TO ATTACH. CHANNEL PURLIN BRACE HEAD OF SCRUBOLT 70 SIDE OF PURLIN BE ON OUTSIDE OF EAVE PURLIN SEE FACE OF 0 o I (CPB-)(TYP.) USE TOP HOLE OF EAVE STRUT ANTI -ROLL CLIP BRACE ASSY. EAVE STRUT VIEW (PBA ) FOR TAB ATTACHMENT D o—J- oI - ------------- ___ - IF PRESENT. I/4 �I (2) 1/4-14 1 1 4" S RUCT. FLANGE BRACE CLIP REq'D W/ (CF8—) OR (HFB—) x / SCREWS I STRUCT. SCREVJS (55307) THICK FLANGES - —FLANGE BRACF WILL TYPICALLY CONNECT TO Tt 1E WEB OF THE FRAME MEMBER. (5S3D7) CHANNEL - - CHANNEL I \ FACE OF o — BRACE BRACE EAVE STRUT (CPB-) (CPB-) ALTERNATE CONNECTIONS - I / PURLIN / FLANGE BRACE REQUIREMENTS: RULE#1- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED.' RULE#2— ^, — II PURLIN - DETAIL BR09JG EAVE PURLIN BRACE " EAVE USE (2) 1/2" GALV. HEX ) 1 X SINGLE FLANGE BRACES ARE REQUIRED WHEN PAR BY CROSS SECTION IS NOT ACCOMPANIED B, (2)• EAVE STRUT (PBA-) AT 8 1/2", 10", (BRACE NUTS 2 LOCATE STRUT RULE{{3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE � WEB 1EM RAISE PURLIN I (1) 1/4" X 6 1/4" STRAP 11 1/2" PURLINS. (ESBS1) AT 8 1/2, NUT EACH SIDE OF PURLIN WHEN PART MARK IS ACCOMPANIED BY (2). RULE#4- WHENEVFOFPIHESIBUILDING. CE SIUGLE BRACES TOWARD THE I USE WHEN CHANNEL BRACE DROP PIN (097556 NOT REO. AT 7" PURLIN 10" 11 1/2" EAVE STRUT ( TO 7" EAVE STRUT) EAVE PURLIN CENTER USE WHEN CHANNEL BRACE (TYP. PER EACH END) (JCP051050) AT 7" EAVE STRUT BRACE ASSY. RULE#5- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME SIDE OF THE FRAME WEB. DOES LINE UP WITH THE DOES NOT LINE UP WITH SLOTS IN THE PURLIN WEB. THE SLOTS IN THE PURLIN WEB, I AVE STRUT PURLIN (PBA-)(TYP.) SEE ERECTION DRAWINGS ** 10" & 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. I NOTE: FOR LOW OR HIGH EAVE LOCATIONS. FOR LOCATION REN. UATF 07/01/09 1 REV. N0, 001 FLANGE BRACE CONNECTIONS REV. DATE:04/01/11 IREV, N. 01 CHANNEL BRACE ENDING AT PURLIN WEB gR09JG REV. 0ATG 07/01/09 REV. NO. OD SINGLE PURLIN BRACE REV DATL-01/07/13 REV BRACE STRAP AND EAVE PURLIN BRACE REV DATE:11/26/12 REV. NO. 04TYPICAL EAVE STRUT BRACE !!E[TTTE BR06AE ICONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN SELF -DRILLER WITH BENT TABS BR09JH rCI1ANNEL ENDING AT PURLIN WEB LOCATION BR09K2 LOCATED AT EAVE - CENTERUNE OF FRAME BR09K5 NOTE 1. SEE CHART FOR RIDGE BRACE II RNEST OTATEND ASSEMBLY SELECTION. END FRAME INT. FRAME r END BAY INT. FRAME INT. FRAME INTERIOR BAY - CHANNEL i PURLIN BRACE II 2. NEST CHANNELS TO ACHIEVE CHANNELS 1 II `� o � TO ALIGN 5" BE,lVEEN HOLES AND �' USE DROP PINS TO SECURE. HOLES USED TO (1) PURLIN BRACE � J p p CHANNEL (1) PURLIN BRACE CHANNEL p J 0 p Tj 7T �ADJUST. ! SECTION (2) PURLIN BRACE (CPB-)(TYP.) U SECURE JJ pJ p {WITH DROP (2) 1/4" x 6 1/4" CHANNELS 2 PURLIN BRACE I o ] o EIGHTHS j DROP PINS (097556) PINS (3) PURLN BRACE J p CHANNELS i INCHES LENGTH I' II CHANNEL, I (millimeters) FFFTIL I 4) PURLIN BRACE(4) PURLIN BRACE � CHANNELS 7 J 7 J TYPICAL J ] J J CHANNELS 3> TYPICAL SHAPE DEPTH j- -j CLUSTER CLUSTER T CHANNEL STANDARD NOTES: STANDARD NOTES: PURLIN RIDGE BRACE ASSEMBLYj (CPDR- ' PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES. THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: - PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES. THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: DEPTH SHAPE GAGE 07 = 7" Z =ZEE 11 = 0.113 08 = 8 1/2" C = CEE 12 = 0.098 E = LOW EAVE STRUT GE 0 — DO NOT INSTALL PURLIN BRACES AT 7H15 CLUSTER LOCATION. 0 — DO NOT INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. 10 = 10" 13 = 0.088 j H — HIGH EAVE STRUT RIS 11 = 11 1/2" 14 = 0.079 - INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. SEE SECONDARY ROOF" DRAWING FOR BRACE REQUIREMENTS. ) - INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS. I t5 = 0.073 i L (1) 1/4" X 6 1/4" 16 = 0.068 DROP PIN 097556 ( ) (TYP. PER EACH END) PURLIN - INSTALL PURLIN BRACES AT THE RIDGE AND WORK TOWARD THE [AVE. - INSTALL PURLIN BRACES AT THE RIDGE AND WORK TOWARD THE EAVE. II 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 PROVIDED THEY ARE ALIGNED FROM EAVE TO SAVE IN A GIVEN BAY. PROVIDED THEY ARE ALIGNED FROM EAVE TO EAVE IN A GIVEN BAY. REV. DATE 07/01/D9 REV. NO. OD SINGLE CHANNEL PURLIN BRACE INTERMEDIATE LOCATION REN. OATE07/01/p3 IREV. NO. ODI CHANNEL RIDGE BRACE ASSEMBLY SINGLE BRACE AT SYMMETRICAL RIDGE REV. DATE: 07/01/09 1 REV. ND.DD PURLIN BRACE CLUSTER LOCATIONREV. END BAY CHANNEL LOCATION DATE; 07/01/09 IAV. No. DD PURLIN BRACE CLUSTER LOCATION INTERIOR BAY CHANNEL LOCATION REV. DAT`�07/01/09 R ` "° °° SECONDARY PART MARK NUMBER COMMON GENERATED MARK NUMBERS BR09PH BR09PK BR09RY BR09RZ EN51B1 —------- - -- ----------- ---- - Ii ERECTION DRAWING PART MARK ---- - PG, CLIP � ADJUST. CODES GAGE 2,/2° 2 s/a" 11 C R 1�k, EIGHTHS 1 INCHES1 LENGTH 1 W 1 B 3 VARIES WELDED CLIP CONNECTION �A�(E BOLTED CLIP CONNECTION FEETI millimeters — ALT. CONNECTION RR ALT. CONNECTION RAPE DEPTH BAY NUMBER 48* v A R IES OUNT i CANOPY (C)/PARTITION(P)/ LIP 0 � 1 y DEPTH SHAPE GAGE ROOF(R)/WALL(W) NUMBER 07 = 7" ZS = ZEE 11 = 0.113 08 = 8 1/2" CS = CEE t 2 = 0.098 10 = 10" ES =LOW EAVE STRUT 13 — O.D88 u BUILDING SHAPE PURLIN TO BE REQUIRED FOR ® REFER TO INDIVIDUAL FRAME No. C 82293 � FTI EXP. 3-31-18 I'r1 _ HS — HIGH EAVE STRUT 11 = 11 '/2- BB = BACK TO BACK CEE 14 = 0'079 FB = FACE TO BACK CEE 15 = 0.073 2 1/2" 2 5/8" ® CROSS SECTIONS FOR BOLTED CLIP PART NUMBERS AND THEIR rj / 2�l �l6 THE BAY/BUNDLE C0DE IDENTIFIES FF = FACE TO FACE CEE 0.068 �\ LOCATIONS. ��l C 17 == 0.060 j THE BUILDING CANOPY/PARTITION/ VIL 7 ROOF/WALL PLANE AND BAY 4' OF 7" & 8 1/2" PURLINS I PERMIT SET- For Building Dept. Approval REV, DATE. 07/01/03 1 REV. NO.D01 SPECIAL SECONDARY PART MARK KEYEE'/. 11 DATE:01/Si/13 REV. No. DI SECONDARY BUNDLE LOCATION KEY REV. DATE 07/°1/°e 1 REV- N0. 00 PURLIN AND GIRT SIZES EN53F1 R`°. D°, m/,1'/157R—EV. NO. PURLIN CONNECTION AT INTERIOR FRAME RS01T1 EN51B2 COMMON GENERATED MARK NUMBERS EN51B3 ALL SECONDARY DEPTHS 8 1/2" 216mm CONTINUOUS PURLINS 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF B BUTLER MANUFACTURING W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. ITIS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE 1540 GENESSEE ST. KANSAS CITY, MO 64102 ROOF SECONDARY SEDES 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED REV DATE: BY. DESCRIPTION BUILDER: North Valley Building Systems, Inc. JOB a. 16-018533-01 STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION REQUIREMENTS SPECIFIED BY BUTLER. THE FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. OF WALL AND ROOF SHEETS. BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF CUSTOMER: Sierra Cascade Farm - John Carlon THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR DATE: 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. ANY OTHER PRODUCT OR COMPONENT ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCELOCATION: Forest Ranch, California BUTLER 8/22/2016 DRAVVN/CHECK: JAGN / JG FURNISHED BY BUTLER EXCEPT TO ANY WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER DESIGN OR PERFORMANCE REQUIREMENTS MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER PROJECT: John Carlon Butler Manufacturing DRAWING NTS PAGE. 12 G SPECIFIED BY BUTLER. ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUILDEasPon 16-959 vPcvERSION 2016.1c VPC FILENAME: 16-018533-01 8222016 SEDS`Ieet 100944 a DlVlsl°n of FJIMUCOpe 6UIOII1gs NOfIII ARIanC , IM. BUTTE COUNTY BUILDING DIVIS100 APP V PG1 CLIP WELDED CLIP CONNECTION ALT. CONNECTION ENDBAY a ROOF e PURLIN BOLTED CLIP CONNECTION ALT. CONNECTION CLIPS MAY BE REQUIRED FOR PURLIN TO FRAME CONNECTIONS. REFER TO INDIVIDUAL FRAME CROSS SECTIONS FOR BOLTED \ CLIP PART NUMBERS AND THE7 LOCATIONS. Fti RAKE BEAM 1�0 o PPS���\�� -./P/,5 REV. Np. d2 PURLIN CONNECTION TO END FRAME RS02T1 I CONTINUOUS PURLINS BRA STRUT BRACE STRAP (ESBS1) II I_ SHIM PLATE\ (SEE CHART) PLATE- (EAPi ) SIDEWALL OR SOLDIER COLUMN SHIM PLATE ROOF PITCH RANGE PAR? 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) At NUT (095032) BOLT EAVE STRUT AND EAP1 PLATE TO FRAME W/ (8) 1/2' X 2" A325 DOLT (097280) LOW EAVE STRUT SHOWN – HIGH EAVE STRUT USES SIMILAR PARTS. B63/18/,S REV. NO. 04 EAVE STRUT W/ ATTACHMENT PLATE RS12PE INTERIOR FRAME ROOF BEAM VPC FLENAME: 16-018533-01 N DTE: EAP2 PLATE ONLY REO'D. WHEN CALLED CUT ON FRAME CROSS SECTION SHIM PLATE (SEE CHART) PLATE (EAP2) SIDEWALL OR SOLDIER COLUMN —, SHIM PLATE THE BUTLER MFG, ENGINEER'S SEAL APPLIES 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) ONLY TO THE WORK PRODUCT OF BUTLER W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. MFG. AND DESIGN AND PERFORMANCE 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE REQUIREMENTS SPECIFIED BY SUTLER. THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION BUTLER MFG. ENGINEER'S SEAL DOES NOT OF WALL AND ROOF SHEETS. APPLY TO THE PERFORMANCE OR DESIGN OF 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. ANY OTHER PRODUCT OR COMPONENT RS12PF FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS O SPECIFIED BY BUTLER. VPC FLENAME: 16-018533-01 N DTE: EAP2 PLATE ONLY REO'D. WHEN CALLED CUT 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 BOLT SAVE STRUT AND EAP2 PLATE TO FRAME W/ •- 9� (6) 1/2" X 2" �• A325 BOLT (097280) 16--018533-01 *1'-0" AT 7" & 8 1/2" OUTSET SF�i T 1'-3" AT 10" & 11 1/2" OUTSET LOW EAVE STRUT SHOWN -• HIGH EAVE STRUT USES SIMILAR PARTS. IE03/26/15 IREV. N0.02 EAVE STRUT W/ ATTACHMENT PLATE END FRAME RS12PF THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. 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. D- 12/05/03 I F. No. Do PANEL CLIP AT EAVE STRUT RS12PJ LOCATED WHERE STRUT STOPS BUT CONNECTION REQ BUTLER, MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE: BY: DESCRIPTION: DRAVVING SCALE: NTS 8222016 SEDSheet 10 09:45 PERMIT SET- For Building Dept. Approval ROOF SECONDARY SEUS �16 North Valle Building Systems, Inc. BUILDER: y g y BUTLER 16--018533-01 CUSTOMER: Sierra Cascade Farm - John Carlon DATE: 8/22/2016 PURLIN OR EAVE STRUT INSERT PANEL CLIP DRAMCHECK. JA: / JG ADAPTER (0543130) PAGE: 1 13 Inc. 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. D- 12/05/03 I F. No. Do PANEL CLIP AT EAVE STRUT RS12PJ LOCATED WHERE STRUT STOPS BUT CONNECTION REQ BUTLER, MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE: BY: DESCRIPTION: DRAVVING SCALE: NTS 8222016 SEDSheet 10 09:45 PERMIT SET- For Building Dept. Approval ROOF SECONDARY SEUS �16 North Valle Building Systems, Inc. BUILDER: y g y BUTLER 16--018533-01 CUSTOMER: Sierra Cascade Farm - John Carlon DATE: 8/22/2016 IocnnoN: Forest Ranch, California i' Manufacturing Butler Manufacturin VPC VERSION: 2016.1c of BNeScope Bindings North America, DRAMCHECK. JA: / JG PRaecr: John Carlon PAGE: 1 13 Inc. BUILDERS PO#. 16-959 a division BUTTE COUNTY BUILDING DIVISION APPFIOVE Secondary Part Schedule Mark Part G10 00108ZS020701700 G11 00208ZS160301710 G7 08Z0701417EG10 H1 00108JS1000017 J8 00308JS1307517 J9 00208JS1209417 CD CD l Ln 3 4'-6" 2 4'-0" 1 2'-6" D Dimension Key Thick. Depth 0.0600 8 1/2" 0.0600 8 1/2" 0.0600 8 1/2" 0.0600 8 1/2" 0.0600 8 1/2" 0.0600 8 1/2" Detail WSR001,WS20F2,WSR004 WSR00i,P:SR004,WS0lH2 WSR0 01. , ti,]S 01x2. , WS 2 0 F2 WS20F9 WS20F9,WS2OF2,WS2OB4,WS2OB8 WS20F9,WS2OF2,WS2OB4,WS2OB8 Note: Each 10'x12' OND jamb was designed to carry 300 lbs of door weight. Q B Q BL 3 GFA206 2 PG1 1 JTG1 OPart Marl: Key 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. VPC FILENAME: 16-018533-01 10'-0" 21-011 71-611 1 / CL SECONDARY ELEVATION AT 1 1 VV -L 1J 1 1 BL PERMIT SET- For Building Dept. Approval Shape Name = Ag Building, Wall = 1 THE BUT MIFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MANUFACTURING ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE B 1540 GENESSEE ST. KANSAS CITY, MO 64102 SECONDARY ELEVATION AT 1 MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED REQUIREMENTS SPECIFIED BY BUTLER. THE FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION BUILDER. North Valley Building Systems, Inc. BUTLER MFG. ENGINEER'S SEAL DOES NOTCUSTOMER: Sierra Cascade Farm - John Carlon APPLY TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ANY OTHER PRODUCT OR COMPONENT ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE LOCA710N: Forest Ranch, California PROJECT: FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER John Carlon MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER SPECIFIED BY BUTLER. ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: MS BunDERSPoa: 16-959 8222016 100948 16-018533-01 BUTLER 8/22/2016 DRAWMCHECK: Butler Manufacturing JAGN / JG PACE. VPC VERSION: 2016.1C 14 a division of BImScope Baldings North America,. Inc. BUTTE COUNTY BUILDING DIVISION APPROVED Secondary Part Schedule Mark Part Thick. Depth Lap Detail G4 08Z2011417B1000.0600 8 1/2" 10 1/2" WSR001,WS01G3 CD Bracing Part Schedule Part Qty Length Detail 04RS2309 2 23'-9" BR02H1 — I I I -------------------------- ----------------------------------------- —I I I I I I I I I I I I I o�� 9 I I I I I I I I I I I I � G4(Typ,) G4(Typ.) I I I I I I I I I I I I I I I I 11 CL 1 BL 1W2B1 1W2B2 19' -611 '191-611 CL 40-0" SECONDARY ELEVATION AT A CL 1 BL VPC FLENAME: 16-016533-01 6222016 IUV94y BUTTE COUNTY BUILDING DIVISION APPROVED No. C $2293 �' m � Exp.3-31-1 rn 3 4' -011 C/vl\- �TFOF- 2 2'-6" CA1_1F�� 1 6" Dimension Key PERMIT SET- For Building Dept. Approval Shape Name = Ay Building, Wall = 2 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (4i 120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES OF BUTLER THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFR DESCRIBED IN THE V BUTLER MANUFACTURING SECONDARY ELEVATION AT A W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. ONLY TO THE WORK PRODUCT BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING 1540 GENESSEE ST. KANSAS CITY, MO 64102 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED JOB STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION REQUIREMENTS SPECIFIED BY BUTLER. THE FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV DATE: BY: DESCRIPTION BUILDER: North Valley Building Systems, Inc. 16-018533-01 T OF WALL AND ROOF SHEET S. BUTLER MFG. ENGINEER'S SEAL DOES NOT o r SI APPLY TO THE PERFORMANCE DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR CUSTOMER: Sierra Cascade Farm - John Carlon DATE: 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. ANY OTHER PRODUCT OR COMPONENT ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE LOCATION Forest Ranch, California BUTLER 8/22/2016 FURNISHED BY BUTLER EXCEPT TO ANY WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER DRAwwCHECK: JG DESIGN OR PERFORMANCE REQUIREMENTS MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER PROJECT: John Carlon Butler ManufacturingJAGN PAGE. SPECIFIED BY BUTLER. ERECTION, INCLUDING THE CORRECI USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BUILDERS PO#: 16-959 VPC VERSION 2016.1c 15 VPC FLENAME: 16-016533-01 6222016 IUV94y BUTTE COUNTY BUILDING DIVISION APPROVED Secondary Part Schedule Mark Part Thick. Depth G10 00108ZS020701700 0.0600 8 1/2" G11 00208ZS160301710 0.0600 8 1/2" G7 08Z0701417EG10 0.0600 8 1/2" H1 00108JS1000017 0.0600 8 1/2" J8 00308JS1307517 0.0600 8 1/2" J9 00208JS1209417 0.0600 8 1/2" i 0 0 I 3 4'-6" 2 4'-0" 1 2'-6" ❑ Dimension Key Detail WSR001,WSR004,WS20F2 WSR001,WS01H2,WSR004 WSR00l,WS20F2,WS0lH2 WS20F9 WS20F9,WS2OF2,WS2OB4,WS2OB8 WS20F9,WS2OF2,WS2OB4,WS2OB8 Note: Each 10'x'02' OH jamb was designed to carry 300 lbs of door weight. C Q Q C BL 3 GFA206 2 PG1 1 JTG1 OPart Mark Key 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. VPC FLENAME: 16-018533-01 1W3Bo 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. CL SECONDARY ELEVATION AT 3 Shape Name = Ag Building, Wall = 3 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. 10'-0" 22'-0" lap No. C 82293';01' Exp. 3-31. 8 ^� sT�C'I VIS PERMIT SET- For Building Dept. Approval BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 SECONDARY ELEVATION AT 3 ?EV. DATE: BY: DESCRIPTION: BUILDER: North Valley Building Systems, Inc. CUSTOMER: Sierra Cascade Farm - John Carlon LOCATION: Forest Ranch, California PROJECT: John Carlon DRAWING SCALE: (NTS BUILDER'S POa: 16-959 8222016 10:09:50 BUTTE COUNTY BUILDING DIVISION APPROVED 16-018533-01 BUTLER DATE. 8/22/2016 DRAWN/CHECK: Butler Manufacturing JAGN / JG VPCVERSION: 2016.10 PAGE: 16 a didsion of BIneScope Buildings North Am nca, Inc. BUTTE COUNTY BUILDING DIVISION APPROVED VPC FILENAME: 16-018533-01 BUTTE COUNTY BUILDING DIVISION APPROVE ** 10 & 11 1/2 PURLINS RECUIRE 3 BOLTS AT EACH END OF PURLIN LAP, II REV. OAT[05/I0/10 I flEV. NO. 01 REv. DATem/o1/Da flEV. No. DD RC+. DAreo;/o1 /09 aEv. NO. oo SECONDARY PART MARK NUMBER �`'' DATE. m/ol/os REV. No.oD SPECIAL SECONDARY PART MARK KEY REv. DATE.o1/31/1a REv. Nam SECONDARY BUNDLE LOCATION KEY ROD BRACING THRU ROD SLOT TYPICAL FLANGE BRACE CONNECTIONS EN51B1 COMMON GENERATED MARK NUMBERS EN51B2 COMMON GENERATED MARK NUMBERS EN 5163 ALL SECONDARY DEPTHS BR02H1 COLUMN SHOWN /RAFTER SIMILAR BR06AE CONT. PURLIN LAP SHOWN, CONT. GIRT &SIMPLE PURLIN SECOND CEE ON A DOUBLE FIELD LOCATE AND DRILL 2 9 16- SECOND CEE ON A DOUBLE JAMB IS HELD BACK 6' FROM DIAMETER HOLES IN RAKE BEAM JAMB IS HELD BACK 6' FROM EACH END OF MAIN JAMB. 2 1/2" 2 5/8" !I TO ATTACH (DJC2—, OJC3—, OR DJC4—) EACH END OF MAIN JAMB. A I� I 8 1/2" GIRT CLIP (GCS) I 10" GIRT CLIP (GCE-) I MAY BE SHOP WELDED (GC2 OR GCB—) DOOR JAMB CLIP I I (DJC2—) AT 8 1/T JAMB A I I I (DJC3—) AT 10" JAMB (DJC4—) AT 7" & 11 1/2" JAMB JAMB, SINGLE o OR DOUBLE RAKE ® 1 / BEAM DOUBLE JAMB > I BOTTOM OF JAMB BASE CONNECTION 48"Do �Pp PpN I RAKE BEAM e CLIP (PG1) LIP 1/2" A307 THIN SPP EGO�O G��HEAD BOLT (096636) SEAS A w 1/2" ANCHOR & NUT (095032) RODS WTHJMAX ® p N G� ¢ COLUMN HARDENED WASI fRP CI) PE 1 1 4 GIRT CLIP (PG1) I I r a JAMB SINGLE OR O �"MAY EE SHOP DOUBLE 2 5/8 WELDED (GC1 OR GCA-) ¢ OF (DOUBLE JAMBS ONLY rZEE GIRT HOLES AVAILABLE FOR CONCRETE FSNRZEE GIRT SHOWN T 8 1/2" AND 10' AT 24" O.C. IMEMBERS) BASE MEMBER L J O CEE GIRT SIMILAR OpE MFS (BY BUILDER)I tiC JAMB CAN BE 1 1/2" DEEPERTHAN THE JAMB GIRT 6 ALIGN JAMB AND GIRTOATT BL. SECTION A—A 7" & 8 1/2" GIRT 8 1/2" & 1D- INSET GIRT REV. DA, F- 07/01/09 1 REV. N0. 00 REV. DATE -01/20/11 REV. N0. 01 REV. DAlE:06/28/10 REV. N0. 01 REV. DAIIAI/35/14 REV. NO. 03 PURLIN AND GIRT SIZES GIRT CONN. AT COLUMN GIRT CONN. AT COLUMN JAMB TO RAKE BEAM REV. DATE 07/01/09 1 REV. N0.00 JAMB BASE ATTACHMENT EN531 8 1/2" 216mm W501G3 OUTSET CONTINUOUS GIRT WSO1 H2 INSET GIRTS 41 WS20B4 ANY JAMB, INSET ENDWALL WS20B8 SINGLE OR DOUBLE JAMB F II -- ---- ---=-- -- -- _ -_ _.-. - GIRT TO JAMD DEPTH CUP T B T/2n " 10" t/2" FRAME 08 = 8 1/2 —CEE 1 2 = D.098 10 = 10" E = LOW SAVE STRUT 13 = 0.085 H = HIGH EAVE STRUT 11 = 11 1/2" 14 = 0.079 15 = 0.073 WASHERS GIPT GRT CLIP (BOLTED)(WELDED) CORNER COLUMN (GC5) (GC2) AT 8 1/2" GIRT (GCE-) (GCB_) AT 10" GIRT ENOWALL GIRT ROD DIA. NUT ERECTION DRAWING PART MARK B BRACE BRACE 3/8' 095321 096408 46040 043557 1/2" ' LOCATION LOCATION ROOF SECONDARY 095946 043657 5/8" 095233 095945 BRACE MEMBER 043657 3/4"_ 095235_095946 C , IIROD '"IRO 043558 7 8 �ADJUSTCODESWALL CD 095948 0" 0 jADJUST, CODESP 1 095948 095949 043659 SLOT BACKING 2. 1 095949 095949 043659 GAGE PLATE MAY EXIST 0 _ __ o 01 _ GAGE R I EIGHTHS EIGHTHS =III FLANGE BRACE INCHES LENGTH INCHES LENGTH 1 B 3 II I j1 CLIP REO'D W/ (GFB—) OR (HFB—) (millimeters) F millimeters -W1 II THICK FLANGES FLANGE BRACE WILL TYPICALLY SHAPE AP HARDWARE INSTALLED CONNECT THE WEB OF THE IN THIS ORDER: � RABER. FNE MEMBER. DEPTH TH BAY N U M B E R COUNTER HILLSIDE WASHER p FLAT WASHER "B" "A" CANOPY (C) /PARTITION (P)/ FLAT WASHER ALTERNATE CONNECTIONS HEX NUT DEPTH SHAPE GAGE DEPTH SHAPE GAGE ROOF(R)/WALL(W) NUMBER FLANGE BRACE REQUIREMENTS: - — 07 = 7" Z = ZEE 11 = 0.113 C - D7 - T ZS - ZEE 11 =0113 ** 10 & 11 1/2 PURLINS RECUIRE 3 BOLTS AT EACH END OF PURLIN LAP, II REV. OAT[05/I0/10 I flEV. NO. 01 REv. DATem/o1/Da flEV. No. DD RC+. DAreo;/o1 /09 aEv. NO. oo SECONDARY PART MARK NUMBER �`'' DATE. m/ol/os REV. No.oD SPECIAL SECONDARY PART MARK KEY REv. DATE.o1/31/1a REv. Nam SECONDARY BUNDLE LOCATION KEY ROD BRACING THRU ROD SLOT TYPICAL FLANGE BRACE CONNECTIONS EN51B1 COMMON GENERATED MARK NUMBERS EN51B2 COMMON GENERATED MARK NUMBERS EN 5163 ALL SECONDARY DEPTHS BR02H1 COLUMN SHOWN /RAFTER SIMILAR BR06AE CONT. PURLIN LAP SHOWN, CONT. GIRT &SIMPLE PURLIN SECOND CEE ON A DOUBLE FIELD LOCATE AND DRILL 2 9 16- SECOND CEE ON A DOUBLE JAMB IS HELD BACK 6' FROM DIAMETER HOLES IN RAKE BEAM JAMB IS HELD BACK 6' FROM EACH END OF MAIN JAMB. 2 1/2" 2 5/8" !I TO ATTACH (DJC2—, OJC3—, OR DJC4—) EACH END OF MAIN JAMB. A I� I 8 1/2" GIRT CLIP (GCS) I 10" GIRT CLIP (GCE-) I MAY BE SHOP WELDED (GC2 OR GCB—) DOOR JAMB CLIP I I (DJC2—) AT 8 1/T JAMB A I I I (DJC3—) AT 10" JAMB (DJC4—) AT 7" & 11 1/2" JAMB JAMB, SINGLE o OR DOUBLE RAKE ® 1 / BEAM DOUBLE JAMB > I BOTTOM OF JAMB BASE CONNECTION 48"Do �Pp PpN I RAKE BEAM e CLIP (PG1) LIP 1/2" A307 THIN SPP EGO�O G��HEAD BOLT (096636) SEAS A w 1/2" ANCHOR & NUT (095032) RODS WTHJMAX ® p N G� ¢ COLUMN HARDENED WASI fRP CI) PE 1 1 4 GIRT CLIP (PG1) I I r a JAMB SINGLE OR O �"MAY EE SHOP DOUBLE 2 5/8 WELDED (GC1 OR GCA-) ¢ OF (DOUBLE JAMBS ONLY rZEE GIRT HOLES AVAILABLE FOR CONCRETE FSNRZEE GIRT SHOWN T 8 1/2" AND 10' AT 24" O.C. IMEMBERS) BASE MEMBER L J O CEE GIRT SIMILAR OpE MFS (BY BUILDER)I tiC JAMB CAN BE 1 1/2" DEEPERTHAN THE JAMB GIRT 6 ALIGN JAMB AND GIRTOATT BL. SECTION A—A 7" & 8 1/2" GIRT 8 1/2" & 1D- INSET GIRT REV. DA, F- 07/01/09 1 REV. N0. 00 REV. DATE -01/20/11 REV. N0. 01 REV. DAlE:06/28/10 REV. N0. 01 REV. DAIIAI/35/14 REV. NO. 03 PURLIN AND GIRT SIZES GIRT CONN. AT COLUMN GIRT CONN. AT COLUMN JAMB TO RAKE BEAM REV. DATE 07/01/09 1 REV. N0.00 JAMB BASE ATTACHMENT EN531 8 1/2" 216mm W501G3 OUTSET CONTINUOUS GIRT WSO1 H2 INSET GIRTS 41 WS20B4 ANY JAMB, INSET ENDWALL WS20B8 SINGLE OR DOUBLE JAMB F II -- ---- ---=-- -- -- _ -_ _.-. - GIRT TO JAMD DEPTH CUP T B T/2n " 10" t/2" RULE#1- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. RULE#2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON CROSS SECTION IS NOT ACCOMPANIED BY (2). RULE'#3— FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB 08 = 8 1/2 —CEE 1 2 = D.098 10 = 10" E = LOW SAVE STRUT 13 = 0.085 H = HIGH EAVE STRUT 11 = 11 1/2" 14 = 0.079 15 = 0.073 WASHERS GIPT GRT CLIP (BOLTED)(WELDED) CORNER COLUMN (GC5) (GC2) AT 8 1/2" GIRT (GCE-) (GCB_) AT 10" GIRT ENOWALL GIRT ROD DIA. NUT A. B HILLSIDE 3/8' 095321 096408 46040 043557 1/2" 095230 095872 095946 043657 5/8" 095233 095945 1 095946 043657 3/4"_ 095235_095946 095948 043558 7 8 095237 095947 095948 043658 1' 095238 1 095948 095949 043659 1 1/8" 095239 1 095949 095949 043659 ** 10 & 11 1/2 PURLINS RECUIRE 3 BOLTS AT EACH END OF PURLIN LAP, II REV. OAT[05/I0/10 I flEV. NO. 01 REv. DATem/o1/Da flEV. No. DD RC+. DAreo;/o1 /09 aEv. NO. oo SECONDARY PART MARK NUMBER �`'' DATE. m/ol/os REV. No.oD SPECIAL SECONDARY PART MARK KEY REv. DATE.o1/31/1a REv. Nam SECONDARY BUNDLE LOCATION KEY ROD BRACING THRU ROD SLOT TYPICAL FLANGE BRACE CONNECTIONS EN51B1 COMMON GENERATED MARK NUMBERS EN51B2 COMMON GENERATED MARK NUMBERS EN 5163 ALL SECONDARY DEPTHS BR02H1 COLUMN SHOWN /RAFTER SIMILAR BR06AE CONT. PURLIN LAP SHOWN, CONT. GIRT &SIMPLE PURLIN SECOND CEE ON A DOUBLE FIELD LOCATE AND DRILL 2 9 16- SECOND CEE ON A DOUBLE JAMB IS HELD BACK 6' FROM DIAMETER HOLES IN RAKE BEAM JAMB IS HELD BACK 6' FROM EACH END OF MAIN JAMB. 2 1/2" 2 5/8" !I TO ATTACH (DJC2—, OJC3—, OR DJC4—) EACH END OF MAIN JAMB. A I� I 8 1/2" GIRT CLIP (GCS) I 10" GIRT CLIP (GCE-) I MAY BE SHOP WELDED (GC2 OR GCB—) DOOR JAMB CLIP I I (DJC2—) AT 8 1/T JAMB A I I I (DJC3—) AT 10" JAMB (DJC4—) AT 7" & 11 1/2" JAMB JAMB, SINGLE o OR DOUBLE RAKE ® 1 / BEAM DOUBLE JAMB > I BOTTOM OF JAMB BASE CONNECTION 48"Do �Pp PpN I RAKE BEAM e CLIP (PG1) LIP 1/2" A307 THIN SPP EGO�O G��HEAD BOLT (096636) SEAS A w 1/2" ANCHOR & NUT (095032) RODS WTHJMAX ® p N G� ¢ COLUMN HARDENED WASI fRP CI) PE 1 1 4 GIRT CLIP (PG1) I I r a JAMB SINGLE OR O �"MAY EE SHOP DOUBLE 2 5/8 WELDED (GC1 OR GCA-) ¢ OF (DOUBLE JAMBS ONLY rZEE GIRT HOLES AVAILABLE FOR CONCRETE FSNRZEE GIRT SHOWN T 8 1/2" AND 10' AT 24" O.C. IMEMBERS) BASE MEMBER L J O CEE GIRT SIMILAR OpE MFS (BY BUILDER)I tiC JAMB CAN BE 1 1/2" DEEPERTHAN THE JAMB GIRT 6 ALIGN JAMB AND GIRTOATT BL. SECTION A—A 7" & 8 1/2" GIRT 8 1/2" & 1D- INSET GIRT REV. DA, F- 07/01/09 1 REV. N0. 00 REV. DATE -01/20/11 REV. N0. 01 REV. DAlE:06/28/10 REV. N0. 01 REV. DAIIAI/35/14 REV. NO. 03 PURLIN AND GIRT SIZES GIRT CONN. AT COLUMN GIRT CONN. AT COLUMN JAMB TO RAKE BEAM REV. DATE 07/01/09 1 REV. N0.00 JAMB BASE ATTACHMENT EN531 8 1/2" 216mm W501G3 OUTSET CONTINUOUS GIRT WSO1 H2 INSET GIRTS 41 WS20B4 ANY JAMB, INSET ENDWALL WS20B8 SINGLE OR DOUBLE JAMB F II -- ---- ---=-- -- -- _ -_ _.-. - GIRT TO JAMD DEPTH CUP T B T/2n " 10" t/2" RULE#1- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. RULE#2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON CROSS SECTION IS NOT ACCOMPANIED BY (2). RULE'#3— FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB 08 = 8 1/2 —CEE 1 2 = D.098 10 = 10" E = LOW SAVE STRUT 13 = 0.085 H = HIGH EAVE STRUT 11 = 11 1/2" 14 = 0.079 15 = 0.073 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 BB = BACK TO BACK GEE 15 = 0.073 ;l GIPT GRT CLIP (BOLTED)(WELDED) CORNER COLUMN (GC5) (GC2) AT 8 1/2" GIRT (GCE-) (GCB_) AT 10" GIRT ENOWALL GIRT BUILDING SHAPE THE BAY/BUNDLE CODE I D E N TI F E S 7" JTG3 JTG6 WHEN PART MARK IS ACCOMPANIED BY 2 . 16 = 0.068 FB = FACE TO BACK CEE 11 1/2" JTG2 RULE#4— WHENEVER POSSIBLE, PUCE SINGLE BRACES TOWARD THE= 17 - 0 CE CEE 16 = 0.068 FF FACE TO FACE THE BUILDING CANOPY/PARTITION/ CENTER OF THE BUILDING. 1 7 = 0.060 RULE#5— WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME SIDE OF THE FRAME ROOF/WALL PLANE AND BAY WEB. ** 10 & 11 1/2 PURLINS RECUIRE 3 BOLTS AT EACH END OF PURLIN LAP, II REV. OAT[05/I0/10 I flEV. NO. 01 REv. DATem/o1/Da flEV. No. DD RC+. DAreo;/o1 /09 aEv. NO. oo SECONDARY PART MARK NUMBER �`'' DATE. m/ol/os REV. No.oD SPECIAL SECONDARY PART MARK KEY REv. DATE.o1/31/1a REv. Nam SECONDARY BUNDLE LOCATION KEY ROD BRACING THRU ROD SLOT TYPICAL FLANGE BRACE CONNECTIONS EN51B1 COMMON GENERATED MARK NUMBERS EN51B2 COMMON GENERATED MARK NUMBERS EN 5163 ALL SECONDARY DEPTHS BR02H1 COLUMN SHOWN /RAFTER SIMILAR BR06AE CONT. PURLIN LAP SHOWN, CONT. GIRT &SIMPLE PURLIN SECOND CEE ON A DOUBLE FIELD LOCATE AND DRILL 2 9 16- SECOND CEE ON A DOUBLE JAMB IS HELD BACK 6' FROM DIAMETER HOLES IN RAKE BEAM JAMB IS HELD BACK 6' FROM EACH END OF MAIN JAMB. 2 1/2" 2 5/8" !I TO ATTACH (DJC2—, OJC3—, OR DJC4—) EACH END OF MAIN JAMB. A I� I 8 1/2" GIRT CLIP (GCS) I 10" GIRT CLIP (GCE-) I MAY BE SHOP WELDED (GC2 OR GCB—) DOOR JAMB CLIP I I (DJC2—) AT 8 1/T JAMB A I I I (DJC3—) AT 10" JAMB (DJC4—) AT 7" & 11 1/2" JAMB JAMB, SINGLE o OR DOUBLE RAKE ® 1 / BEAM DOUBLE JAMB > I BOTTOM OF JAMB BASE CONNECTION 48"Do �Pp PpN I RAKE BEAM e CLIP (PG1) LIP 1/2" A307 THIN SPP EGO�O G��HEAD BOLT (096636) SEAS A w 1/2" ANCHOR & NUT (095032) RODS WTHJMAX ® p N G� ¢ COLUMN HARDENED WASI fRP CI) PE 1 1 4 GIRT CLIP (PG1) I I r a JAMB SINGLE OR O �"MAY EE SHOP DOUBLE 2 5/8 WELDED (GC1 OR GCA-) ¢ OF (DOUBLE JAMBS ONLY rZEE GIRT HOLES AVAILABLE FOR CONCRETE FSNRZEE GIRT SHOWN T 8 1/2" AND 10' AT 24" O.C. IMEMBERS) BASE MEMBER L J O CEE GIRT SIMILAR OpE MFS (BY BUILDER)I tiC JAMB CAN BE 1 1/2" DEEPERTHAN THE JAMB GIRT 6 ALIGN JAMB AND GIRTOATT BL. SECTION A—A 7" & 8 1/2" GIRT 8 1/2" & 1D- INSET GIRT REV. DA, F- 07/01/09 1 REV. N0. 00 REV. DATE -01/20/11 REV. N0. 01 REV. DAlE:06/28/10 REV. N0. 01 REV. DAIIAI/35/14 REV. NO. 03 PURLIN AND GIRT SIZES GIRT CONN. AT COLUMN GIRT CONN. AT COLUMN JAMB TO RAKE BEAM REV. DATE 07/01/09 1 REV. N0.00 JAMB BASE ATTACHMENT EN531 8 1/2" 216mm W501G3 OUTSET CONTINUOUS GIRT WSO1 H2 INSET GIRTS 41 WS20B4 ANY JAMB, INSET ENDWALL WS20B8 SINGLE OR DOUBLE JAMB F II -- ---- ---=-- -- -- _ -_ _.-. - GIRT TO JAMD DEPTH CUP T B T/2n " 10" t/2" A _ , SINGLE JAMB �I ' HEADER TO JAMB CLIP (PGI) nnna urenFa —. GIRT CLIP (BOLTED) (WELDED) CORNER COLUMN (RGI) (GC1) AT 7" GIRT (PGI) (GCI) AT 8 1/2" GIRT (GCD-) (GCA_) AT 10" GIRT GNRDWALL (GCD—) (GCA—) AT 11 1/2" GIRT GIPT GRT CLIP (BOLTED)(WELDED) CORNER COLUMN (GC5) (GC2) AT 8 1/2" GIRT (GCE-) (GCB_) AT 10" GIRT ENOWALL GIRT = a w 7" JTG3 JTG6 8 1/2" JTG1 JTG5 JT07 F 10" JTG4 JTG2 11 1/2" JTG2 ® INSET (2) 1/2" X 1 1/2" A GIRT I,i ® `e /® �� OUTSET / \ SIDEWALL A325 BOLT (49080) A ®�� SIDEWALL GIRT j I/-(2) 1/2" A307 THIN II SINGLE JAMB m i DIM. A �® HEAD BOLT (096636) & NUT (095032)1 EL 11 s� d V ° GIRT CLIP III I C/) LZ1 O IO I (SEE CHART) �j EQUAL 3" EQUAL 0 � 6 FRAME No. C 822✓3 ll FRAME M SECTION A—A i; (4) 1/2" A307 THIN / N ;? Exp. 3-31-18 II I O O I HEAD BOLT (096636) Q GIRT CLIP P II & NUT 095032 GIRT CUP (BOLTED)(WELDED) * 1 ZEE GIRT SHOWN Ii I I ( ) (BOLTED)(WELDED) DIM. A CEE GIRT SIMILAR I I I OPENING ( ***) (GC64 -) AT 7" GIRT GIRT FILLER ANGLE (**" )(GC64_) AT 7" GIRT GIRT FILLER ANGLE 3 1/4" AT 7", 8 1/2", 10" JAMB N (GC34_)(GC65_) AT 8 1/2" GIRT (GFA_) W/ (3) 55307 �J. 4-4244 Q. 1 I I HEIGHT (GC34_)(GC65_) AT 8 1/2" GIRT (GFA—) W/ (4) 55307 qT V �� 6 1/4" AT 11 1/2" JAMB JAMB CAN BE 1 1 2' DEEPER ii I (GC62_)(GC66_) AT 1D" GIRT / (GC62_)(CC66-) AT 10" GIRT F Q THAN THE JAMB SUPPORT GRT. (GC63_)(GG67_} AT 11 1 /2" GIRT OF CAI - I (ONLY EXCEPTION- 11 1/2' JAMB IIS' SECTION A—A (GC53_)(GC67_) AT 11 1/2" GIRT CAN BE USED w/ B 1/2" GRT) I *** — SEE DETAIL WSR007 FOR BOLTED CLIP TO 7" GIRT ALIGN JAMB AND GIRT AT BL. ** —SEE DETAIL WSR002 FOR BOLTED CLIP TO 7 GIRT II 8 1/2" & 10" INSET SW GIRTS REv. °A E°7/zi/1s REV, N0.04 GIRT TO JAMB ijREV. DA7E:07/01/09 1 W.'. NO. CA j HEADER TO JAMB REV DATE09/10/13REV. NO -00 GIRT CONN. AT CORNER COLUMN REV DAV-'09/10/13REv N-07007[ GIRT CONN. AT CORNER COLUMN WS20E2 SINGLE JAMB i' WS20F9 II ANY HEADER, ANY SINGLE JAMB WSR001INSET GIRT AT EW, ANY OUTSET GIRT AT SIN WSR004 ANY INSET GIRT AT EW, INSET GIRT AT SW PERMIT SET- For Building Dept. Approval 1. UNLESS NOTED, USE 112 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) THE: BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF R BUTLER MANUFACTURING W/0 WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE V 1540 GENESSEE ST. KANSAS CITY, MO 64102 WALL SECONDARY SEDES 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE MFG. AND DESIGN .AND PERFORMANCE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED p REQUIRE^RENTS SPECIFIED BY BUTLER. THE FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BUILDER: North Valle Building Systems, Inc. JOB a: STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION BUTLER MFG. ENGINEER'S SEAL DOES NOT Y 9 Y 16-018533-01 OF WALL AND ROOF SHEETS. APPLY TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR CUSTOMER: Sierra Cascade Farm - John Carlon DATE: 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. ANY OTHER PRODUCT OR COMPONENT ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE LOCATION BUTLER 8/22/2016 WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER Forest Ranch, California DRAWNICHECK: FURNISHED BY BUTLER EXCEPT TO ANY PROJECT: J JAGN / JG DESIGN OR PERFORMANCE REQUIREMENTS MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER John Carlon Butler Manufacturin ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. 9 PAGE: SPECIFIED BY BUTLER. DRAWING NTS BUILDERSPOh`: 1(j -95Q vl=cvERsloN: 2016.10 18 VPC FILENAME: 16-018533-01 8222016 SEDSheet 10:09:51 a diAsionofBWescope Buldiogs North Amenoa,Inc. BUTTE COUNTY BUILDING DIVISION APPRO K VPC FLENAME: 16-016533-01 BUTTE COUNTY BUILDING DIVISION APPROVE Covering Schedule Id Qty Type Start Length #13 2 BRP 13'-11 5/8" #1 2 BRP 2'-4 3/4" #2 3 BRP 14'-11 5/8" #3 7 BRP 15'-3 5/8" Oper. Code:38=SQ,SQ Oper. Code:40=SQ,SQ Finish:K=Butler-Cote Color:RR=Cool Brick Red 0 I r -i 1 4'-6" ❑ Dimension Key Gage OP Fin. Color Increment Direction 26 38 K RR 3" Left to Right 26 40 K RR 3" Left to Right 26 38 K RR 3" Left to Right 26 38 K RR —3" Left to Right A LO H Trim Schedule Id Parts Color T1 DSF12 Cool Harvest T2 DG12 Cool Harvest T3 (0. 2)BA225,(0.4)BT12A Cool Brick Red T4 BA225,(2.1)BT12A Cool Brick Red T5 (2)BRCT12 Cool Brick Red T6 BRGT20R,(1.7)BRCL12,(2.0)WA10A Cool Harvest T7 BRGT20L,(1.7)BRCL12,(2.0)WAl0A Cool Harvest y BL Fastener Schedule Part Description 0097364-103 (T-1) 1/4-14 x 3/4", T-30 Torx Hd w/Washer 1. PRE -DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's ,AND/OR FASTENERS TO STRUCTURAL BEAMS 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. DUE TO MANUFACTURING LIM;TATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. VPC FILENAME: 16-018533-01 10'-0" 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 1 Shape Name =Ag Building, Wall = 1 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND 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. 5'-6" BL PERMIT SET- For Building Dept. Approval B BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 COVERING ELEVATION AT 1 7EV: DATE: BY: DESCRIPTION: BUILDER: North Valley Building Systems, Inc. CUSTOMER: Sierra Cascade Farm - John Carlon LOCATION: Forest Ranch, California PRaecr: John Carlon DRAM IG SCALE: NTS BUILDERS PO#: 16-9559 8222016 10:09:55 16-018533-01 BUTLER 8/22/2016 DRA.11CK: Butler Manufacturing JAGN PAGE. VPCVERSION: 2016.1c 20 a division of BlueScope Buldl ngs North America, Inc. BUTTE COUNTY BUILDING DIVISION APPROVE Planograph Schedule Details Id Details NV539 Tl P-104219 NV537 T2 P-104219 ENB003,GV383,NV663 T3 P -080873,P -081505,P -081612,P-104217 ENB003,GV383,NV663 T4 P -080873,P -081505,P -081612,P-104217 T5 P -081612,P-104217 KV357,KV358 T6 P-080854,P-08116E,P-104217,P-104288, KV357,KV358 P-105098,P-GAI T7 P -080854,P -081166,P -104217,P-104288, P-105098,P-GAI y BL Fastener Schedule Part Description 0097364-103 (T-1) 1/4-14 x 3/4", T-30 Torx Hd w/Washer 1. PRE -DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's ,AND/OR FASTENERS TO STRUCTURAL BEAMS 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. DUE TO MANUFACTURING LIM;TATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. VPC FILENAME: 16-018533-01 10'-0" 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 1 Shape Name =Ag Building, Wall = 1 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND 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. 5'-6" BL PERMIT SET- For Building Dept. Approval B BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 COVERING ELEVATION AT 1 7EV: DATE: BY: DESCRIPTION: BUILDER: North Valley Building Systems, Inc. CUSTOMER: Sierra Cascade Farm - John Carlon LOCATION: Forest Ranch, California PRaecr: John Carlon DRAM IG SCALE: NTS BUILDERS PO#: 16-9559 8222016 10:09:55 16-018533-01 BUTLER 8/22/2016 DRA.11CK: Butler Manufacturing JAGN PAGE. VPCVERSION: 2016.1c 20 a division of BlueScope Buldl ngs North America, Inc. BUTTE COUNTY BUILDING DIVISION APPROVE Covering Schedule Id Qty Type Start Length Gage OP #4 14 BRP 14'-2" 26 BB Oper. Code:BB=SQ,NT Finish:K=Butler-Cote Color:RR=Cool Brick Red CD I 4 M H BL Fastener Schedule Part Description 0097364-103 (T-1) 1/4-14 x 3/4", T-30 Torx_ Hd w/Vdasher 1. PRE -DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS TO STRUCTURAL BEAMS 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. VPC FLENAME: 16-018533-01 THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. 40'-0" COVERING ELEVATION AT A Shape Name = Ag Building, Wall = 2 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OFDBUTLER MFG. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH MFGI�S DRAWING, BUTLER DN GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BL N0. C 82293 Exp. 3-31-18 PERMIT SET- For Building Dept. Approval BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 COVERING ELEVATION AT A DESCRIPTION BUILDER: North Valley Building Systems, Inc. 2EV: DATE: BY: CUSTOMFR: Sierra Cascade Farm - John Carlon LOCATION: Forest Ranch, California PROJECT. John Carlon BUILDERS Pon: 16-959 DRAWING SCALE: NTS 8/2212016 10:09:56 16-018533-01 BUTLER DATE. 8/22/2016 Butler Manufacturing VPCVERSION:2016,1C 1 Planograph Schedule Trim Schedule Color Details Id Details Id Fin. Color Direction Parts Cool Brick Red ENB003,GV383,NV663 T1 P -080873,P -081505,P -081612,P-104217 T1 K RR Left to Right (1.6)BA,25,(3.3)BT12A � Cool Brick Red ENB003,NV663 T2 P -081505,P-081612 T2 CTB2L,CTB2R Cool Brick Red T3 P -081612,P-104217 T3 (2)BRCT12 Cool Harvest MV021 T4 P -080873,P -080948,P -104288,P -105098,P-105137 T4 (3.2)0630272,(3.3)BRCL12 BL Fastener Schedule Part Description 0097364-103 (T-1) 1/4-14 x 3/4", T-30 Torx_ Hd w/Vdasher 1. PRE -DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS TO STRUCTURAL BEAMS 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. VPC FLENAME: 16-018533-01 THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. 40'-0" COVERING ELEVATION AT A Shape Name = Ag Building, Wall = 2 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OFDBUTLER MFG. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH MFGI�S DRAWING, BUTLER DN GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BL N0. C 82293 Exp. 3-31-18 PERMIT SET- For Building Dept. Approval BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 COVERING ELEVATION AT A DESCRIPTION BUILDER: North Valley Building Systems, Inc. 2EV: DATE: BY: CUSTOMFR: Sierra Cascade Farm - John Carlon LOCATION: Forest Ranch, California PROJECT. John Carlon BUILDERS Pon: 16-959 DRAWING SCALE: NTS 8/2212016 10:09:56 BUTTE COUNTY BUILDING DIVISION APPROVED 16-018533-01 BUTLER DATE. 8/22/2016 Butler Manufacturing VPCVERSION:2016,1C 1 DRAWNICHECK: JAGN / JG PAGE. 21 a division of BlueScope Buildings North America, Inc. BUTTE COUNTY BUILDING DIVISION APPROVED Covering Schedule Id Qty Type Start Length #5 7 BRP 13'-11 5/8" #6 2 BRP 15'-3 5/8" #7 2 BRP 2'-8 3/4" #8 3 BRP 14'-3 5/8" Oper. Code:38=SQ,SQ Oper. Code:40=SQ,SQ Finish:K=Butler-Cote Color:RR=Cool Brick Red 1 4'-6" 0 Dimension Key Fastener Schedule Part 0097364-103 U tet' Gage OP Fin. Color Increment Direction 26 38 K RR 3" Left to Right 26 38 K RR -3" Left to Right 26 40 K RR -3" Left to Right 26 38 K RR -3" Left to Right O lfl H Trim Schedule Details Id Id Parts Color P-104219 Tl DSF12 Cool Harvest T2 DG12 Cool Harvest T3 BA225,(2.1)BT12A Cool Brick Red T4 (0.2)BA225,(0.4)BT12A Cool Brick Red T5 CTB2L,CTB2R Cool Brick Red T6 (2)BRCT12 Cool Brick Red T7 BRGT20L,(1.7)BRCL12,(2.0)WAl0A Cool Harvest T8 BRGT20R,(1.7)BRCL12,(2.0)WA10A Cool Harvest Q COVERING ELEVATION Description (T-1) 1/4-14 x 3/4", T-30 Torx Hd w/Washer 1. PRE -DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS TO STRUCTURAL BEAMS 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. VPC FILENAME: 16-018533-01 THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. Shape Name = Ag Building, Wall = 3 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. PERMIT SET- For Building Dept. Approval B BUTLER MANUFACTURING COVERING ELEVATION AT 3 1540 GENESSEE ST. KANSAS CITY, MO 64102 BUILDER: North Valley Building Systems, Inc. ?EV DATE: BY: DESCRIPTION: CUSTOMER: Sierra Cascade Farm - John Carlon LOCATION: Forest Ranch, California PROJECT: John Carlon 11 DRAWING SCALE: NTS BUILDERS PO#: 16-959 8222016 10:09.57 16-018533-01 DATE, BUTLER 8/22/2016 DRAWN CHECK: Butler Manufacturing JAGN / JG PAGE: VPC VERSION: 2016.1c 22 a division of BlwScope Buildings North America, Inc. BUTTE COUNTY BUILDING DIVISION APPROV E - Planograph Schedule Details Id Details NV539 T1 P-104219 NV537 T2 P-104219 ENB003,GV383,NV663 T3 P -080873,P -081505,P -081612,P-104217 ENB003,GV383,NV663 T4 P -080873,P -081505,P -081612,P-104217 ENB003,NV663 T5 P -081505,P-081612 T6 P -081612,P-104217 KV357,KV358 T7 P -080854,P -081166,P -104217,P-104288, KV357,KV358 P-105098,P-GAI T8 P -080854,P -081166,P -104217,P-104288, P-105098,P-GAI Q COVERING ELEVATION Description (T-1) 1/4-14 x 3/4", T-30 Torx Hd w/Washer 1. PRE -DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS TO STRUCTURAL BEAMS 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. VPC FILENAME: 16-018533-01 THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. Shape Name = Ag Building, Wall = 3 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. PERMIT SET- For Building Dept. Approval B BUTLER MANUFACTURING COVERING ELEVATION AT 3 1540 GENESSEE ST. KANSAS CITY, MO 64102 BUILDER: North Valley Building Systems, Inc. ?EV DATE: BY: DESCRIPTION: CUSTOMER: Sierra Cascade Farm - John Carlon LOCATION: Forest Ranch, California PROJECT: John Carlon 11 DRAWING SCALE: NTS BUILDERS PO#: 16-959 8222016 10:09.57 16-018533-01 DATE, BUTLER 8/22/2016 DRAWN CHECK: Butler Manufacturing JAGN / JG PAGE: VPC VERSION: 2016.1c 22 a division of BlwScope Buildings North America, Inc. BUTTE COUNTY BUILDING DIVISION APPROV E - VPC FILENAME: 16-018533-01 BUTTE COUNTY BUILDING DIVISION APPROVED SEE DRAWING P-105137 FOR EAVE TRIM INSTALLATION BRII ROOF CLOSURE 1 EAVE TRIM V (630272) - - (D A)DRIP BLIND RIVET (1 FT. O.C.) TORX T-30 SELF -DRILLING SCREW (097364) (2 FT. O.C.) SAVE STRUT WALL CLOSURE (BRCL12) SEE DWG. P-105098 BUTLERIB II PANEL SIDEWALL M V021 VPC FILENAME: 1"18533-01 SLOPE RANGE 1/4:12 THRU 1-3/4:12 L.S. EAVE TRIM W/BRII ROOF MITERED BRII WALL PANEL W/WALL CLSR FOAM CLOSURE (026649) DRIP GUTTER (DG12)-12'-0" COVERAGE X 1 1/4" TORX S.D.S. >5) AT 6" O.C. CHGNNFI REFER TO DWG. P-104219 FOR ADDITIONAL INFORMATION ON INSTALLATION OF THE DRIP GUTTER. NV537 I HEADER DETAIL - BUTLERIB THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE VVORK 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. JAMB CHANNEL JAMB FLASHING IDSF12) 12' COVERAGE FIELD CUT PANEL AS REQUIRED FOR PANEL OPENING BUTLERIB WALL PANEL #12 X 1-1/4" TORX SDS (097365) 2'-0" O.C. APPLY HIGH QUALITY SEALANT (NOT BY B.M.C.) BETWEEN FLASHINGS AND CHANNEL FOR WATER TIGHTNESS. N V539 JAMB DETAIL — BUTLERIB THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BRII ROOF PANEL MARK NO.:BRUBRP FFIIEGG000C F=FEET SMOOTH I =INCHES LENGTH CODE E EIGHTHS BRII RIDGE PANEL MARK NO.: PRP F F I I E G G 0 C C C F = FEET G - GAGE CX*** = COLUMN (PLATE) ERECTION GUIDE REQUIRED FOR THIS PROJECT: LENGTH CODE I = INCHES 0 = OPERATION CGX*** - COLUMN (GAGE) TYP. STRUCTURAL SINE PANEL TO PANEL PANEL TO PANEL *** = E =EIGHTHS C =FIN/COLOR WCX COLUL4N (HOTROLL) REFER TO: I ATTACH BASE TRIM WITH PANEL TO STRUCTURAL FASTENJRBUTLERIB II ROOF PANEL BUTLERIB II ROOF PANEL FASTENER, 2'-6" O.C. BUTLERIB II ROOF AND WALL SYSTEM PANEL/COVERING FASTENERS 24" O.C. LOCATE FASTENERS AT INSTALLATION GUIDE W 1 3 1 1 7 2 6 1 K T D RBX*** - RAFTER (PLATE) i PANEL CORR.) SHIFT BASE ANGLE OR BASE * F F 1 I E G G 0 C C C BGX*** - RAFTER (GAGE) BUTLERIB II r t-� BASE GIRT HOLES 1-1/2" OFF MODULE _WRX*** LENGTH CODE —RAFTER (HOTROLL) PANEL WITH UNPUNCHED PANELSTRX*** — ---= ENDWALL TRIMINSULATION ------ENDWALL TRIM = TRUSS RAFTER \;ATTACH PANEL WITH PANEL TO STRUCTURAL BRGT20R) FASTENERS 6" O.C. (LOCATE 3" FROM PANEL SEEGDWOG. P-081166 SEE DWG. P-0ICX 1 e 1 3 D 1 0 3 6 0 3 0 w v *** - INTERIOR COLUMN CORRUGATION)F (OPTIONAL)PCX F F I I I I E C C *** _ PIPE COLUMN FOAM CLOSURE APPLY SEALANT (025392) CONTINUOUSLY WALL ADAPTER WALL ADAPTER LENGTH WIDTH THK CODE TCX*** = TUBE COLUMN (026649) MASONRY NCHOR (NOT BY B.M.C.) (WA10A)0 (WA10A) SECONDARY (STANDARD) SEE DWG. P-081166 SEE DWG. P-081166 B Z 1 9 1 1 4 1 7 — — — — — EPX*** = ENDPOST (PLATE)�l F F I I E G G * * * * * EGX*** = ENDPOST (GAGE) I, 5/8" LAP FLOOR LINE TORR T -3D _ _ _ _ SELF -DRILLING SCREW _ _ _ TORX T-30 SELF -DRILLING SCREW DEPTH LENGTH GAGE ADJUST.CODES II _ — �- (097364) (2' 0" O.C.) (097364) (2'-0" O.C.) `SHAPE CBX*** =CANOPY (PLATE) j nd. du a I d PURLIN OR PURLIN OR SECONDARY (SPECIAL) CBX*** = PIGGYBACK CANOPY i - I d a EAVE STRUT EAVE STRUT a a 1 o B Z 1 9 1 1 4 1 7 - - - *** = DCC B 1/2" GAGE POST BASE TRIM *I7. a ... ( OPTIONAL) BASE GIRT WALL CLOSURE (BP,CL12) BRLCLC�OSURE SEE * * F F I I E GG * DOE"* = 10" GAGE POST (BT12A) SEE DWG. P-105098 DWG. P-105098 CDUNTERDEPTH, LENGTH CAGE ADJUST.CODEs SHAPE 0 " (MIN.) TO 2" BASE ANGLE (BA225) ENDWALL ENDWALL BUTLERIB II PANEL 2" (MAX.) BUTLERIB II PANEL ROD BRACING 0 3 R S 2 5 1 0 RS =THREADS BOTH ENDS BUTLER (OPTIONAL) 2-1/4" OR 4" RT = THREADS ONE END - CLEVIS ONE END C!)NOTCH FOUNDATION CLEARANCE BETWEEN STRUCTURAL NOTE: NOTE: I E * * F F I RU = CLEVIS BOTH ENDS LINE &BASE TRIM IF ERECTION DRAWING P-081635 HAS BEEN PROVIDED THEN THE IF ERECTION DRAWING P-081635 HAS BEEN PROVIDED THEN THE DIA LENGTH = - RP THREAD BOTH ENDS NO HILLSIDES HIGH WIND GABLE TRIM CLIPS ARE REQUIRED. HIGH WIND GABLE TRIM CLIPS ARE REQUIRED. REV. DA1Eoe/29/11 Rev. so.m MARK NUMBER KEY REV. DATE:D1/30/14 PEJ. N0.00 1 BUTLERRIB II ROOF AND WALL SYSTEM REV. DGTE. DI/i*/10 REV. N0. 00 BUTLERIB II -BASE TRIM INSTALLATION REV D�TC'02 1 ./1R REV. N(.. DI GABLE TRIM LEFT WITH BUTLERIB II ROOF KV357 BUTLERIB II WALL PANEL W/CLOSURE (<=1:12) REV. DATE 02/25/16 REV. NO 01 GABLE TRIM RIGHT WITH BUTLERIB II OJF KV358 BUTLERIB II WALL PANEL W/CLOSURE (<=1:12) EN50B1 COMMON GENERATED MARK NUMBERS END 003 _ GV383 LAPPED &NOTCHED FOUNDATION AT FLOOR LINE SEE DRAWING P-105137 FOR EAVE TRIM INSTALLATION BRII ROOF CLOSURE 1 EAVE TRIM V (630272) - - (D A)DRIP BLIND RIVET (1 FT. O.C.) TORX T-30 SELF -DRILLING SCREW (097364) (2 FT. O.C.) SAVE STRUT WALL CLOSURE (BRCL12) SEE DWG. P-105098 BUTLERIB II PANEL SIDEWALL M V021 VPC FILENAME: 1"18533-01 SLOPE RANGE 1/4:12 THRU 1-3/4:12 L.S. EAVE TRIM W/BRII ROOF MITERED BRII WALL PANEL W/WALL CLSR FOAM CLOSURE (026649) DRIP GUTTER (DG12)-12'-0" COVERAGE X 1 1/4" TORX S.D.S. >5) AT 6" O.C. CHGNNFI REFER TO DWG. P-104219 FOR ADDITIONAL INFORMATION ON INSTALLATION OF THE DRIP GUTTER. NV537 I HEADER DETAIL - BUTLERIB THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE VVORK 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. JAMB CHANNEL JAMB FLASHING IDSF12) 12' COVERAGE FIELD CUT PANEL AS REQUIRED FOR PANEL OPENING BUTLERIB WALL PANEL #12 X 1-1/4" TORX SDS (097365) 2'-0" O.C. APPLY HIGH QUALITY SEALANT (NOT BY B.M.C.) BETWEEN FLASHINGS AND CHANNEL FOR WATER TIGHTNESS. N V539 JAMB DETAIL — BUTLERIB THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BRII ROOF PANEL MARK NO.:BRUBRP FFIIEGG000C F=FEET SMOOTH I =INCHES LENGTH CODE E EIGHTHS BRII RIDGE PANEL MARK NO.: PRP F F I I E G G 0 C C C G =GAGE (LT. GRAY) 00 =OPERATION LENGTH CODE C = FIN/COLOR 36" COVERAGE 12'1 9/32' SMOOTH r 1 1/2" TYP —'i n P --r - EXTERIOR `- SUPFACE 2 7/S� NP BEARING BUTLERIB II ROOF PANEL EDGE VCI WALL PANEL MARK NO.: VCI F F I I E G G 0 C C C LENGTH CODE 36" COVERAGE IN V662 BUTLERIB II ROOF AND VCI WALL PANEL' F = FEET G = GAGE I = INCHES 00 = OPERATION E = EIGHTHS C = FIN/COLOR BRII WALL PANEL MARK NO.:BWPFFI I EGG00CCC LENGTH CODE 36" COVERAGE SMOOTH 12"1 9/32'=-}-' EXTERIOR 1 1/2" TYP. TYP. SURFACE /�_ 4 2 7/8"I TYP. BUTLERIB II WALL PANEL VCI WALL PANEL MARK NO.: VCI F F I I E G G 0 C C C LENGTH CODE 36" COVERAGE SMOOTH EXTERIOR 1 1/2" 12" _ -� 1 9/32"+ -- SURFACE / TYP, TYP. (LT. GRAY) INSIDE CDLOR 27/8 I VARIES TYP, VCI WALL PANEL NV663 BUTLERIB II WALL AND VCI WALL PANELS No. C 82293 Exp. 3--3;-18 PERMIT SET- For Building Dept. Approval B BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 COVERING & TRIM SEDES REV: DATE: BY: DESCRIPTION: BUILDER: North Valley Building Systems, Inc. CUSTOMER: Sierra Cascade Farm - John Carlon LOCATION: Forest Ranch, California PROJECT: John Carlon DRAVNNG SCALE: NTS BUILDER'S PO#: 16_959 8222016 SEDSheet 10:10:02 16-018533-01 BUTLER.J0 8/22/2016 DRAVMCHECK: Butler ManufacturingJAGN / JG PAGE: VPC VERSION: 2016.1c 24 a dhAsion of Blue Scope Buildings NcrthAmedca, Inc, BUTTE COUNTY BUILDING DIVISION APPROVE SMOOTH 12"EXTERIOR -. 1 9/32L•� SURFACE 1 1/2" TYP. TYP. (LT. GRAY) INSIDE COLOR 2 7/8-1 - -I /BEARING VARIES TYP. VCI WALL PANEL EDGE IN V662 BUTLERIB II ROOF AND VCI WALL PANEL' F = FEET G = GAGE I = INCHES 00 = OPERATION E = EIGHTHS C = FIN/COLOR BRII WALL PANEL MARK NO.:BWPFFI I EGG00CCC LENGTH CODE 36" COVERAGE SMOOTH 12"1 9/32'=-}-' EXTERIOR 1 1/2" TYP. TYP. SURFACE /�_ 4 2 7/8"I TYP. BUTLERIB II WALL PANEL VCI WALL PANEL MARK NO.: VCI F F I I E G G 0 C C C LENGTH CODE 36" COVERAGE SMOOTH EXTERIOR 1 1/2" 12" _ -� 1 9/32"+ -- SURFACE / TYP, TYP. (LT. GRAY) INSIDE CDLOR 27/8 I VARIES TYP, VCI WALL PANEL NV663 BUTLERIB II WALL AND VCI WALL PANELS No. C 82293 Exp. 3--3;-18 PERMIT SET- For Building Dept. Approval B BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 COVERING & TRIM SEDES REV: DATE: BY: DESCRIPTION: BUILDER: North Valley Building Systems, Inc. CUSTOMER: Sierra Cascade Farm - John Carlon LOCATION: Forest Ranch, California PROJECT: John Carlon DRAVNNG SCALE: NTS BUILDER'S PO#: 16_959 8222016 SEDSheet 10:10:02 16-018533-01 BUTLER.J0 8/22/2016 DRAVMCHECK: Butler ManufacturingJAGN / JG PAGE: VPC VERSION: 2016.1c 24 a dhAsion of Blue Scope Buildings NcrthAmedca, Inc, BUTTE COUNTY BUILDING DIVISION APPROVE "*° GUSSETS WHEN REQUIRED BY DZSIGN LTERNATE BOLT: NO PLATE V STITCH 1 1/2" — 3 (10 GA. WE9) 2 — 5 (3/16 & 1/4 WEB) 4 — 8 (5/16 — 1/2 WEB) *" GUSSETS WHEN REQUIRED BY DESIGN -- OP� -*- GUSSETS WHEN REQUIRED 9Y DESIGN \C` P r � "*" GUSSETS WHEN REQUIRED BY DE ROWS ROWS OUT OUTOUT OUT � TYP ALTERNATE I BCILTING TYP # I PLATE /6R ALTERNATE II Carp ROWS ROWS RIN OWS P BOLTING PLATE _ IN \ � ALTERNATE ROWS ALTERNATEABLOLTING -- IN BOLTING N — _ C0� � � _ _ PLATE r \ _ BOLTING PLAT --_ RIDGE \ \ ROWS4 C�� CLIP i 1 RAFTER �I OR V �� \ C.P T \ \rRIaWS OUT CJP 3 (10 GA. WEB) \\ \ \ STITCH / 2 — 5 X3/16 & 1/4 WEB) \ \ 1 11/2" - 3 (10 GA, WEBj CLIP * / 4 — B (5/16 — 1/2 WEB) \ AIMING >4_/\ * 2 — 5 (3/16 & 1/4 WEB) \ * / \ PLATE A — 8 (5/18 — 1/2 WM) '�"DATEX1 "" REV Na. ON HAUNCH /COLUMN CONNECTION REV_D"TC01 1e ` °"``�°� LOW SIDE HAUNCH CONNECTION �.1>AIErn ' NDS HIGH SIDE CONNECTION '� °A " ` '�` "am BOLTED RAFTER SPLICE CONNECTIONS TOP BOLTED WELD STD. FACE BOLTED WELD STD. BOLTED WELD STD. WELD STD_ "\1* FRAME CONNECTION AT INTERIOR COLUMN "EV- D"T" WELD STD. MINIMUM FILLET WELD The Table below shows Code minimum welds far AISC & CSA/W59. If weld shown an Engrneering Weld Standard Dr an fabrieatim dacuments are less than these, then the weld elza shown below I's to be weed, based on the material thicknees being joined. ASC TABLE J224 & AWS01.1 5.8 MINIMUM CMAW FILLET WELD SIZE MLri Size Rnare AAoteil Threltn:AA (T1x at Fillet Weld T S1/4 T<6 1/B 3 1/4 < T <-1/2 T S 12 3/16 0 1/2 < T <_3/¢ 12 < T < 20 1/4 6 3/4. < r 20 -, T 5/15 8 * T = Thickness Df the thinner part joined (USA, CANADA L NEXICO) Assumes low hydrogen welding process using GIV1AW filler metal dose ER70-3 (B—C49A 2C C3) or SAW fill°r metol class F7AO— EM13K (F49N2—FM13K). FILLET WELD ASSEM20 (AWS D1,1-06 Sec 3.22.E Gaps In ports to be jdned by fillet welds may have a gap of 5 1 /16" wrth no adjustment in weld size, Gaps > 1/16- but <_3/113% fillet weld leg rnuet be increased by the amount of the root opening Gaps > 3/15', correetive work re requrred to bring parts into alzeptable contact, RCV DAM- 2 25REV. Na. In GENERAL WELD REQUIREMENTS WELD STD. VPC FILENAME: 16-01853341 E PLATE TYPICAL BASE PLATE CONNECTION BASE PLATE TO COLUMN WELD STD. GENERAL NOTES: THE FILLET WELD SHALL BE CONTINUOUSLY SUBMERGED ARO WELDED ONE SIDE OF THE WEB TO BOTH FLANGES AS ILLUSTRATED, THE MINIMUM FILLET WELD SIZE SHALL BE TAKEN FROM TABLE BELOW. I!'EV_ --21-Ag ""' "° °'' TYPICAL NOTES TYPICAL SECTION THRU BUILT—UP MEMBERS TCX—) OR (PCX—) OR PIPE COLUMN OM SHOP SPLICE BASE PLATE R<'V. °ATM 2/1312 ta_v. ND.aI I TYPICAL BASE PLATE CONNECTION BASE PLATE TO COLUMN WELD STD_ GENERAL NOTES; 1, SEE FRAME CROSS SECTION FOR BOLTING PLATE THICKNESS AND NUMBER OF ROWS OUT AND IN. 2. MIN. BOLTING PLATE WIDTH = FLANGE SIZE (611 MIN.) 3. SIZE OF WELDS UNLESS NOTED ARE B ED ON MATERIAL THICKNESS ____ I REV. aATC: 1/23/12 I FEV. No. al THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF ONLY TO THE WORK PRODUCT OF BUTLER LIMNAA FILLET WELD WaS (N& CANADA & 6EXIP01 tAWB01,1-TABLE DAJ MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED REQUIREMENTS SPECIFIED BY BUTLER. THE FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. BUTLER MFG. ENGINEER'S SEAL DOES NOT THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR APPLY TO THE PERFORMANCE OR DESIGN OF ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE RANO! 7HCKNES9 WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER FURNISHED BY BUTLER EXCEPT TO ANY MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER DESIGN OR PERFORMANCE REQUIREMENTS vca =,4 1/4- 6/16• 3/W 1/2- fi/L 3/4' 1' 1 t/d 11/� OVER 11/4' 10aA 1/8- 1/8" 1/6' 1/8' 1/8- 1/6' 1/�1- 1/6' t/e' I/8' 1/8' BCA 1/0' 1/3' 1/e- 1/D- 1/r 1/15- 1/B" 1/5' 1/E' I/b' 1/0- 1 /5' 1/!i' 1/8- 1/9' 1/e' 1/8' 1/8" 1/&' aAV .5./1 A- 3/18' 1 F• 1/8' 1/8" 1/8- 1/8' 1/8- 1/6- 1/e- 3/16- 3/16• 3/16' 3/16' 618' 1/8' 1/8- 3/16- 3/16- 3/16' 3/18' 3/16- 3/16' 3/1t5' 3/IY 3/18' 1/q• 1/d 1/e' 3/le- J/1e 3/I6' _ ]/1 d' 3/1a- 3/Ia' 3/15' I!'EV_ --21-Ag ""' "° °'' TYPICAL NOTES TYPICAL SECTION THRU BUILT—UP MEMBERS TCX—) OR (PCX—) OR PIPE COLUMN OM SHOP SPLICE BASE PLATE R<'V. °ATM 2/1312 ta_v. ND.aI I TYPICAL BASE PLATE CONNECTION BASE PLATE TO COLUMN WELD STD_ GENERAL NOTES; 1, SEE FRAME CROSS SECTION FOR BOLTING PLATE THICKNESS AND NUMBER OF ROWS OUT AND IN. 2. MIN. BOLTING PLATE WIDTH = FLANGE SIZE (611 MIN.) 3. SIZE OF WELDS UNLESS NOTED ARE B ED ON MATERIAL THICKNESS ____ I REV. aATC: 1/23/12 I FEV. No. al THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED REQUIREMENTS SPECIFIED BY BUTLER. THE FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. BUTLER MFG. ENGINEER'S SEAL DOES NOT THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR APPLY TO THE PERFORMANCE OR DESIGN OF ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE ANY OTHER PRODUCT OR COMPONENT WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER FURNISHED BY BUTLER EXCEPT TO ANY MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER DESIGN OR PERFORMANCE REQUIREMENTS ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. SPECIFIED BY BUTLER. No. C 82293 �' m Exp. 3-31-18 1 m t!l �ClV ���\Q/ GEN BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE: I BY: DESCRIPTION. SCALE: NTS 8222016 SEDSheet 145547 FL G( 5F DAA2/13 '�` "ap VARIOUS RANDOM SHOP SPLICE SHOP SPLICE WELD STD. FLUSH — UNSTFFENED o v o v a v a v a v a v 9: Lao T13 a a v a 0 0 a D a v a v 11 -.12 13 14 51 52 53 54 EXTENDED — UNSTIFFENED 0 D 0 D 0 D 0 a 0 D 0 D a 0 0 D 4 P O P a 0 0 LL. L a 31 32 33 71 72 73 EXTENDED — STIFFENED (GUSSET) D O O D 8 D O 8 D D O D O O 8 O a 6 a D O D 0 D 0 4 0 D D D O D a D a 0 a D o D D a v a 0 p 0 4 41 42 43 81 82 93 Minimum bolt spacrng Is 3" U.N.O. SEE 'BOLTED END—PLATE CONNECTION" SECTION OF DESIGN CALCULATION FOR PLATE ID V. aATC�I 17 4 MV. N0. m BOLTED END-PLATE CONNECTION LAYOUT PERMIT SET- For Building Dept. Approval MRD50 BUILDER: North Valley Building Systems, Inc. CUSTOMER: Sierra Cascade Farm - John Carlon LOCATION: Forest Ranch, California PROJECT: John Carlon BUILDERS PO#: 16-959 BUTTE COUNTY BUILDING DIVISION APPROVE 16-018533-01 BUTLER DA : 8/22/2016 DRAVVN/CHECK: Butler Manufacturing JAGN / JG VPC VERSION: 2016.1 C PAGE: 25 a elNsion of She Scope Bud rigs Nonh Amenca, Inc. BUTTE COUNTY BUILDING DIVISION APPROVE U C N C � _AID ROAD N SITE PLAN 113 3 9 6, SEP 0 2 2016 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. DEVELOPMENT SER VICES' SPECIAL INSPECTION REQUIREMENTS: HIGH STREINGTH BOLTING OF METAL BUILDING ABOVE BY OTHERS PROJECT DIRECTORY OWNER: JOHN CARLON 12753 DOE MILL ROAD FOREST RANCH, CA PROJECT ENGINEER: SUMMIT STRUCTURAL DESIGN 383 RIO UNDO AVE CHICO, CA 95926 (530) 592-4407 GENERAL CONTRACTOR: TROY FERGUSON NORTH VALLEY BUILDING SYSTEMS 30 SEVILLE COURT CHICO, CA 95928 (530) 345-7296 40'X 40'X 14'-0" METAL BUILDING NOTE: BUILDING LOCATIONS SHOWN AS APPROXIMATE. ACTUAL DIMENSIONS SHALL BE VERIFIED IN THE FIELD. DRAWING INDEX Al ...............SITE PLAN/CODE ANALYSIS A2_ ............ ELEVATIONS/ SECTION/FLOOR PLAN Sl_ ............ BUILDING FOUNDATION 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 = 0.65, S1 = 0.27 SEISMIC SITE CLASS: D SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.5547, SDI = 0.3348 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: WIND SPEED: 110 MPH WIND EXPOSURE: C BASIC WIND PRESSURE: 22.35 PSF D) GRAVITY LOADS: LIVE LOADS: ROOF SNOW..............................................46.20 PSF (FLAT ROOF) •ERMIT# _ ORC, BUTT -E COUN-FY DEVELOPMEN i SERVICE , REVIEWED FOR CODE OMPLIA B UA�t/28 I (0 a� FOUNDATION STRUCTURAL DESIGN PER SHEET S1 AND ATTACHED STRUCTURAL CALCULATIONS BY SUMMIT STRUCTURAL DESIGN. , Fro EsS/0 jo N 6 8 3 *�. 6 _0/1 V�� OF CA� USS _ 1'k THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com �� �I ids► • NORTH VALLFY RUILDING SYSTEMS LnzQ >m. OU QU U az ZZ< == Qom —' W U.J 00 Q LL. LL (D n 1 0 zo _Q 00 U \� J m J Z 12 QW ~O W G 0 QL pm .,:5- Lr) Xr'-- LLJ O r'4 V) REVISIONS. DATE: 08/26/16 SCALE: NTS DRAWN BY: ACJ JOB NUMBER: 16-286 SHEET: Al cl(e ccpy z O D r m n 0 40'-0" OUT—TO—OUT OF STEEL (m 1 22'-0" D o _V D m rn Mme < o'- m �m < �� z -) _q ® - m m 13 N O Dr,, I O C w --i m m r z O V) D r m m z CO D r r m r m D O z O m U) 0 m D G7 D F- r m —I 70 0 O O r 2 D U) ED —� C --i r m W D r r cn n O O r n 70 m 0 O m p D i to (7 D p D -� 2 r� C c c F R U m < z „_ °N CS` Z m m corn o Z N FLOOR PLAN/ELEVATIONS/SECTION� z < cn n w w s � O 0 No D o m �* REGIS �D a� ANO Fo D=�� O x 70 m � (� co �m=���m>o N D O 40x40 METAL BUILDINGFORJOHNCARLON 0 i• D p 0� � °- - O CSS O �A°p "J D pcCA ` 12753 DOE MILL ROAD, FO REST RANCH, CA 400 �' c=ZM > = �q ENGINEERING LI 1.6-013533-01 X22/16m m s o00 . x x G7 D F- r m —I 70 0 O O r 2 D U) ED —� C --i r m W D r r cn n O O r n 70 m 0 O co C --I r m 70 co O O q N ' Z V) 2 m O m p D i to (7 D p D -� 2 r� C c c F R U m < z „_ °N CS` Z m m O co C --I r m 70 co O O q N ' Z V) 2 m O m p D i to (7 D p D -� m < z „_ °N CS` Z m m corn o Z N FLOOR PLAN/ELEVATIONS/SECTION� z < cn n w w s � O 0 No D o m �* REGIS �D a� ANO Fo D=�� O x 70 m � (� co �m=���m>o N D O 40x40 METAL BUILDINGFORJOHNCARLON 0 i• D p 0� � °- - O CSS O �A°p "J D pcCA ` 12753 DOE MILL ROAD, FO REST RANCH, CA 400 �' c=ZM > = �q ENGINEERING LI 1.6-013533-01 X22/16m m s o00 . 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 ABOVE THE SPECIAL INSPECTOR SHALL BE ACCEPTABLE TO THE ENGINEER OF RECORD AND BUILDING DEPARTMENT, SHALL BE ICBO QUALIFIED, AND THEIR EXPERIENCE SHALL BE COMMENSURATE WITH THIS TYPE OF 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 CONCRETE PLACEMENT. ANCHOR BOLTS SHALL BE ASTM A 307 AND SHALL BE PROVIDED NEW, W/O EXCESSIVE RUST. ANCHOR BOLTS PER METAL BUILDING MFR. FRAME/POST BASE POURED WITH FOOTING 12„' CLEAR MIN. CONSTRUCTION JOINT, TYP. �' TYPICAL HAIRPIN PER PLAN--, SLAB POUREDi OVER FOOTING WITH CONSTRUCTION JOINT BLOCK OUT DETAIL 6 NO SCALE �—s ' 0 C i Y"L20'-0" 19'-6" 25 40'-0" OUT -TO -OUT OF STEEL 40'-4" OUT -TO -OUT OF CONCRETE n - �F4.25 3 20'-0" 19'-6" I. . 6 L_ - �- - I ALL DIMENSIONS INCLUDING ANCHOR BOLT LOCATIONS AND SPACING SHALL BE TAKEN FROM THE FINAL "FOR CONSTRUCTION" SET OF METAL BUILDING MFR DRAWINGS. FOUNDATION DRAWINGS ARE GENERAL IN NATURE AND ONLY .REPRESENT FOUNDATION SIZES, REINFORCING, AND ANCHOR ROD EMBEDMENT. FOUNDATION PLAN RAMP EDGE OF SLAB AT 8„ � .III I I I I ROLL UP DOOR OPENINGS - D1 (4) 3/4" DIA I I f` I I SLAB ON SLAB ON GRADE DRAINAGE BY OTHERS -I,:,,,_ 3/4" • III PER PLAN PER PLAN F2 EDGE OF STEEL - -- 2'-0" X 2'-0" SLAB ON GRADE 4 A.B. PER PLAN WHERE OCCURSi • AT SIM CONDITION - o -il- #4 VERT. AT 24" O.C. SLAB ON GRADE PER -1 (AT TWO -POUR FNDN) • (2) #4 CONT. TOP AND BOTT FOOTING AT ROLL UP DOOR SCALE: 1/8" = 1'-0" 6 S1 OF COLUMN EDGE OF STEEL STEEL COLUMN, BY OTHERS A.B. PER PLAN 2" HOOK REINFORCING AROUND BOLTS -AT HAIRPIN TIE NO SCALE $1 � .III I I I I FOOTING SCHEDULE EMBEDMENT D1 (4) 3/4" DIA I I f` I I SLAB ON GRADE (DIM Y) '"0 • III II PER PLAN F2 EDGE OF STEEL - -- 2'-0" X 2'-0" 5 4 A.B. PER PLAN WHERE OCCURSi • & Jo z wLliJ F2.25 „ 3/4" SLAB ON GRADE PER ,,� I I I I I° o #4 DRAINAGE BY OTHERS--�_ PLAN WHERE OCCURS I I I I O Ujw 3'-0" ---� i•' i—i—i—i w I I I I v w v E.W., TOP I BOTT. F4.25 zQ w o cn X 4'-3" ob.o. 0 Cf) #4 E.W., TOP SLAB ON GRADE T1- AT SIM CONDITIONo -' {` 4 VERT. AT 24" O.C. # REINFORCING PER SCHEDULE _I (AT TWO -POUR FNDN) (1) #4 CONT. EQUAL EQUAL 3" CLR TOP AND BOTT 1'-0" DIM PER SCHEDULE - CONTINUOUS FOOTING 4 DETAIL AT SPREAD FOOTING 3 NO SCALE LSl-j NO SCALE S1 �F2.25 I I J m �F3 I I J 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 1/S1. 3. SUMMIT STRUCTURAL DESIGN HAS NOT DESIGNED THE SLAB ON GRADE, HOWEVER AT A MINIMUM THE FOLLOWING IS RECOMMENDED: 5" THICK SLAB ON GRADE WITH REINFORCING PER CONT'R PLACED AT THE CENTERLINE OF SLAB, OVER 4" AGGREGATE BASE. USE MOISTURE BARRIER CONFORMING TO ASTM E 1745 AND INSTALL PER MFR RECOMMENDATIONS. USE CRACK CONTROL JOINTS AS REQUIRED TO AVOID UNINTENTIONAL CRACKING. IF LOADING IS TO EXCEED 250 PSF A DESIGN FOR THE SLAB ON GRADE SHALL BE REQUIRED. tjERM IT # 15 BUTTE COUNTY DEVELOPMENT SERVICFt REVIEWED FOF {, ODS OMPLI a DATE i b BY FOOTING SCHEDULE NO SCALE ANCHOR BOLT SCHEDULE A.B. TYPE FOOTING SCHEDULE EMBEDMENT D1 (4) 3/4" DIA 20" D2 MARK (DIM X) X (DIM Y) X (THICKNESS) 20" REINFORCING F2 2'-0" X 2'-0" X 2'-0" 5 4 E.W., TOP & BOTT. F2.25 2'-3" X 2'-3" X 2'-0" (6) #4 E.W., TOP & BOTT. F3 3'-0" X 3'-0" X 2'-0" (7) #4 E.W., TOP & BOTT. F4.25 4'-3" X 4'-3" X 2'-0" (8) #4 E.W., TOP & BOTT. FOOTING SCHEDULE NO SCALE ANCHOR ROD SHALL CONFORM TO ASTM F1554 OR. 36 WITH PLATE WASHER 1/2" X 2 1/4" X 2 1/4" SECURED WITH DOUBLE HEAVY HEX NUTS, TYPICAL 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 AS THEY MAY OR MAY NOT HAVE BEEN SHOWN ON THIS PLAN. ANCHOR BOLT SCHEDULE NO SCALE �oQ�OFESS/0/ g N 69 8'0 * 0/18 J�9T CIVIL �Q FOF CALIF c� 3 t j l Co THESE PLANS HAVE BEEN 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 YSUILDING SYSTEMS mm ILU zQ 0U 'Q U z Q 00 o(/) LU 1 0 `LLI- LL . °i J Ca J CL On Zz Q nLJJ L REVISIONS: DATE: 08/26/16 SCALE: 1/4" = 1'-0" DRAWN BY: ACJ JOB NUMBER: 16-286 SHEET: S, ANCHOR BOLT SCHEDULE A.B. TYPE A.B. SIZE EMBEDMENT D1 (4) 3/4" DIA 20" D2 (4) 3/4" DIA 20" D3 (4) 3/4" DIA 20" ANCHOR ROD SHALL CONFORM TO ASTM F1554 OR. 36 WITH PLATE WASHER 1/2" X 2 1/4" X 2 1/4" SECURED WITH DOUBLE HEAVY HEX NUTS, TYPICAL 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 AS THEY MAY OR MAY NOT HAVE BEEN SHOWN ON THIS PLAN. ANCHOR BOLT SCHEDULE NO SCALE �oQ�OFESS/0/ g N 69 8'0 * 0/18 J�9T CIVIL �Q FOF CALIF c� 3 t j l Co THESE PLANS HAVE BEEN 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 YSUILDING SYSTEMS mm ILU zQ 0U 'Q U z Q 00 o(/) LU 1 0 `LLI- LL . °i J Ca J CL On Zz Q nLJJ L REVISIONS: DATE: 08/26/16 SCALE: 1/4" = 1'-0" DRAWN BY: ACJ JOB NUMBER: 16-286 SHEET: S,