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B16-2465 039-250-017
C� SITE PLAN Butte County Department of Development Services PERMI'b' CENTER 7 County Center Dave, Oroville, CA 95965 Main Phone 530.535.7601 Fax 530.538.7785 xv\v\v.bL1ttecountv.net/dds Assessor's Parcel Number: lcr,] -E] q-1 —DDD —DDD Permit #: FORM NO • • • ••...�IIw\•�..�.•wfR.1•./IRw\\..rrw}.•...wl.Iw•\.•�}•wl..•.�/1/.R••..�}}.•Y...�IRIw•�..,1.••.•...YIRw�•..YI.}}}Y....IR/wf•..M}•r.....lI1Iw\•..•r.}}*.....IIIIw••...R}}*....�.IIw•.�.wM••R•.....IIRR.••.Y•M•}w...♦fIIIw••.•wM••f....Vltw••.•wM•}*.....II.R•••�•w.}.*.....IRRRR•.VVM•.1...•.1�RRw\•�I.Y1}ww...♦♦•IRRw.��•M,R*..•.-awe \\ WV- }ff...♦♦•IRf w\•••Y••f..•.M•Rw.•••Y1•w..•.ARf R.••.I wM1}f/...M[RRw•.•Iw.IR111..•..Y1RR•...I.wl••f.. •.• •.R\•�.•r}1RYl..�I.Iw•.t•.w..•Rlr.•.•IIw..�.....w!•r•.r+I•A•\�.!}.w••...1•I•w.•...r 1..!•.. •III.■�•�••�.•}R......`.•w\•..•�.. R../..�►••w•... V.... 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Y } r . • . r Y y • y • r ♦ • • : w i ! = • • . • • w w : w R w : r w : R w w : R R w R R R R w : : R = w w ! . ! � ! w - w � : • : � : � � - � ! • � � � � • Y r w r Y Y Y = Y Y ; • Y • Y Y Y Y Y Y Y . . i Y . r • • _ R R R -- R Owner Name: Site Location: ,�) rz 0 �� 1-1 U L Contact name: Flood Zone: Revised 7.20.2015 Phone: 5" 1 / — 30 !F %. Scale 1 "— Scope of Work: Page 1 of 1 S1I4� I 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 TOI 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. BUTTE COUNTY NOV 07 2015 I)EVELOPMEI,gT SERVICES PEDESTAL P -P A ©1A&2A PEDESTAL P -P ®1B&2B /F3 /F3 /F4x3 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/Sl. 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 SCALE: 1/4" = 1'-0" CONTRACTOR TO PROVIDE CORROSION I OF COLUMN PROTECTION FOR ALL EXPOSED BOLTS TYP. STEEL COLUMN ATOP PEDESTAL A EXTERIOR A.B. PER PLAN (4) #6 VERTS, TOP OF EDGE OF STEEL PEDESTAL TO BOTTOM OF PIER WITH STANDARD HOOKS I TYP AT EACH END, U.N.O. jQ>_ '0 Q I I I I 3/4" CHAMFER, TYP xa O (2) #4 HOOPS WITHIN 5" iD> I OF TOP OF PEDESTAL, TYP. SOIL NEVER TO BE REMOVED! (8) #6 VERTS, TOP OF PEDESTAL TO BOTTOM OF PIER WITH STANDARID HOOKS TYP AT EACIH END 3" CLR: #4 HOOPS AT 4" O.C. WITH 135 DEGREE BEND AT EACH BAR END II I II � 0zUj II II mbia� 0 II II oma= II II cz�:2wV) II I II zzwo REINFORCING PER SCHEDULE, TYP. III=11111=IIII-11=1111=111111=11=IIII=11-1111-11-1111=11- 3" CLR., TYP. `UNDISTURBED NATIVE SOILS PER PLAN I PER PLAN DETAIL AT SPREAD FOOTING NO SCALE PERMIT# "`�q 5 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE 0,kTs I ZZI (_ By FOOTING SCHEDULE MARK (DIM X) X (DIM Y) X (THICKNESS) REINFORCING F3 3'-0" X 3'-0" X 2'-0" 6 4 E.W., TOP & BOTT. F4x3 4'-0" X 3'-0" X 2'-0" 4 AT 6" O.C. E.W., TOP & BOTT. FOOTING SCHEDULE NO SCALE ANCHOR BOLT SCHEDULE A.B. TYPE I A.B. SIZE EMBEDMENT TYPICAL 1 (4) 3/4" DIA 20" ANCHOR ROD SHALL CONFORM TO ASTM F1554 GR. 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 QRpFESS/o/q C. � N 6 8z � * 6 0/ a JJ CIVIL gTFOF CALIF JukG111a THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS r it r 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com NORTH VALLEY BUILDING SYSTEMS i� 13 PEDESTAL P -P A ©1A&2A PEDESTAL P -P ®1B&2B /F3 /F3 /F4x3 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/Sl. 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 SCALE: 1/4" = 1'-0" CONTRACTOR TO PROVIDE CORROSION I OF COLUMN PROTECTION FOR ALL EXPOSED BOLTS TYP. STEEL COLUMN ATOP PEDESTAL A EXTERIOR A.B. PER PLAN (4) #6 VERTS, TOP OF EDGE OF STEEL PEDESTAL TO BOTTOM OF PIER WITH STANDARD HOOKS I TYP AT EACH END, U.N.O. jQ>_ '0 Q I I I I 3/4" CHAMFER, TYP xa O (2) #4 HOOPS WITHIN 5" iD> I OF TOP OF PEDESTAL, TYP. SOIL NEVER TO BE REMOVED! (8) #6 VERTS, TOP OF PEDESTAL TO BOTTOM OF PIER WITH STANDARID HOOKS TYP AT EACIH END 3" CLR: #4 HOOPS AT 4" O.C. WITH 135 DEGREE BEND AT EACH BAR END II I II � 0zUj II II mbia� 0 II II oma= II II cz�:2wV) II I II zzwo REINFORCING PER SCHEDULE, TYP. III=11111=IIII-11=1111=111111=11=IIII=11-1111-11-1111=11- 3" CLR., TYP. `UNDISTURBED NATIVE SOILS PER PLAN I PER PLAN DETAIL AT SPREAD FOOTING NO SCALE PERMIT# "`�q 5 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE 0,kTs I ZZI (_ By FOOTING SCHEDULE MARK (DIM X) X (DIM Y) X (THICKNESS) REINFORCING F3 3'-0" X 3'-0" X 2'-0" 6 4 E.W., TOP & BOTT. F4x3 4'-0" X 3'-0" X 2'-0" 4 AT 6" O.C. E.W., TOP & BOTT. FOOTING SCHEDULE NO SCALE ANCHOR BOLT SCHEDULE A.B. TYPE I A.B. SIZE EMBEDMENT TYPICAL 1 (4) 3/4" DIA 20" ANCHOR ROD SHALL CONFORM TO ASTM F1554 GR. 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 QRpFESS/o/q C. � N 6 8z � * 6 0/ a JJ CIVIL gTFOF CALIF JukG111a THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS r it r 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com NORTH VALLEY BUILDING SYSTEMS REVISIONS: DATE: 10/24/16 SCALE: 1/4" = 1'-0" DRAWN BY: ACJ JOB NUMBER: 16-335 SHEET: S1 Cl - LU 00 U z 0 U W z < W I �zQl Lr) U _W U. :E r'A LL LL < I z W = OCr O LL 0 C)Q z_ Q p - Q J J 7 Co X (D :D < O W � W O � L,LJ LL J (,D z O W LL O O DC O m - o f*4 ) REVISIONS: DATE: 10/24/16 SCALE: 1/4" = 1'-0" DRAWN BY: ACJ JOB NUMBER: 16-335 SHEET: S1 N Butler Manufacturing a division of BlueScope Buildings North America, Inc. DRAWING INDEX DRAWING TITLE PAGES COVER SHEET 11 1 JAR Drawings CODES AND LOADS 12 11 Permit Drawings I NOTES 13 ANCHOR ROD PLAN 4 PRIMARY STRUCTURAL SECONDARY STRUCTURAL COVERING SPECIAL DRAWINGS STANDARD ERECTION DETAILS PLANOGRAPH DETAILS DRAWING RELEASE HISTORY TYPE I DATE I DESCRIPTION 10/20/2016 10/20/2016 FOR CONSTRUCTION PERMIT SET For Building Dept. Approval BUTTE ('01JNTY NOV 07 2016 DEVELOPMENT SERVICES 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 STRUCTUNAL 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 �PLICABLE REGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MORE INFORMATION. SEE ERECTION GUILE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINE THE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE -TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION OR CONTRACT. ALL A490 BOLTS SHALL BE "PRE -TENSIONED". A325 BOLTS IN PRIMARY FRAMING AND BRACING CONNECTIONS MAY BE "SNUG -TIGHT' EXCEPT AS FOLLOWS; PRE -TENSION A325 BOLTS IF BUILDING SUPPORTS A CRANE GREATER THAN 5 TON CAPACITY. PRE -TENSION A325 BOLTS IF BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT, OR STRESS REVERSALS ON CONNECTIONS. PRE -TENSION A325 BOLTS IF LOCATED IN HIGH SEISMIC AREAS. FOR IBC BASED CODES; HIGH SEISMIC IS DESIGN CATEGORY D, E OR F. SEE CODES AND LOADS SECTION BELOW FOR DETAILS. PRE -TENSION ANY CONNECTION WITH DESIGNATION A325 -SC. SLIP CRITICAL (SC) CONNECTIONS MUST BE FREE OF PAINT, OIL OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLY RUSTED SURFACES ARE ACCEPTABLE. IN CANADA, ALL A325 AND A490 BOLTS SHALL BE "PRE -TENSIONED", EXCEPT FOR SECONDARY MEMBERS AND FLANGE BRACES. SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS "SNUG TIGHT", UNLESS INDICATED OTHERWISE IN ERECTION DRAWING DETAILS. PERMIT #.T) f BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE l - (� f 1 By_ C/);? r No. C 82293 Exp. 3-3-18� CA��F�� VPC FILENAME: 16-023615-01 ____ .<-A THE BUTLER MFG. ENGINEER'S SEAL APPLIES 1H15 UKAVVINU, INULUUINU Ih1t INI-UKMAI IUN FitKtUN, KtMAIIVJ Ir1t YKUI'=MI T UI- OuILmm BUTLER MANUFACTURING ONLY TO THE WORK PRODUCT OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE g 1540 GENESSEE ST. KANSAS CITY, MO 64102 COVER SHEET MFG. AND DESIGN AND PERFORMANCE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE REQUIREMENTS SPECIFIED BY BUTLER. THE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN Bua DER: North Valley Building Systems, Inc. JOB #: BUTLER MFG. ENGINEER'S SEAL DOES NOT APPROVAL OF BUTLER MFG. 16-023615-01 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Efficient Energy Concepts DATE: 10/20/2016 APPLY TO THE PERFORMANCE OR DESIGN OF BUTLER LOCATION: Durham, California ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWWCHECK: FURNISHED BY BUTLER EXCEPT TO ANY DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. Butler Manufacturing SIB / RG PROJECT: Efficient Energy Concepts PAGE: DESIGN OR PERFORMANCE REQUIREMENTS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, 13ULDEFZS PO#: 16-974 SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VPC VERSION: 2016.1d 1 VPC FILENAME: 16-023615-01 ____ .<-A Codes and Loads WHEN MULTIPLE BUILDINGS ARE INVOLVED, SPECIFIC LOAD FAC'T'ORS FOR DIFFERING OCCUPANCIES, BUILDING DIMENSIONS, HEIGHTS, FRAMING SYSTEMS, ROOF SLOPES, ETC., MAY RESULT IN DIFFERENT LOAD APPLICATION FACTORS THAN INDICATED BELOW. SEE CALCULATIONS FOR FURTHER DETAILS. WIND LOADS ARE APPLIED TO OVERALL BUILDING ENVELOPE. COMMON WALLS BETWEEN CONNECTED SHAPES ARE NOT SUBJECT TO EXTERNAL WIND LOADS. City: Durham County: Butte State: California Country: United States Building Code Building Code: California Building Standards Code - 2013 Edition Structural: 10AISC - 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 (Standard Occupancy Structure) Dead and Collateral Loads Material Dead Weight Roof Live Load Collateral Gravity:5.00 psf Roof Covering + Second. Dead Load: 2.99 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) The 'Envelope Procedure' is Used Wind Exposure: C - Kz: 0.849 11 Parts Wind Exposure Factor: 0.849 ` Wind Enclosure: Free Roof - Clear/Obstr Topographic Factor: Kzt: 1.0000 NOT Windborne Debris Region Base Elevation: 0/0/0 Primary Zone Strip Width: 2a: 14/5/0 Parts / Portions Zone Strip Width: a: Basic Wind Pressure: q: 22.35 psf Snow Load mph Ground Snow Load: pg: 0.00 psf Flat Roof Snow: pf: 0.00 psf Design Snow (Sloped): ps: 0.00 psf Rain Surcharge: 0.00 Exposure Factor: 2 Partially Exposed - Ce: 1.00 Snow Importance: Is: 1.000 Thermal Factor: Unheated - Ct: 1.20 Ground / Roof Conversion: 0.70 Unobstructed, Slippery 3/0/0 Seismic Load Lateral Force Resisting Systems using Equivalent Force Procedure Mapped MICE Acceleration: Ss: 61.00 %g Mapped MICE Acceleration: S1: 27.00 %g Site Class: Stiff soil (D) Seismic Importance: Ie: 1.000 Design Acceleration Parameter: Sds: 0.5335 Design Acceleration Parameter! Shc: 0.3348 Seismic Design Category: D Seismic Snow Load: 0.00 psf % Snow Used in Seismic: 0.00 Diaphragm Condition: Flexible Fundamental Period Height Used: 14/5/0 Transverse Direction Parameters Ordinary Steel Moment Frames Redundancy Factor: Rho: 1.30 Fundamental Period: Ta: 0.2367 R -Factor: 3.50 Overstrength Factor: Omega: 2.50 Deflection Amplification Factor: Cd: 3.00 Base Shear: V: 0.1524 x W Longitudinal Direction Parameters Ordinary Steel Concentric Braced Frames Redundancy Factor: Rho: 1.30 Fundamental Period: Ta: 0.1480 R -Factor: 3.25 Overstrength Factor: Omega: 2.50 Deflection Amplification Factor: Cd: 3.25 Base Shear: V: 0.1642 x W No. C 82293 14 r Exp. 3-31-18 c� VCIVIL •` :.. SOF CAS W0- PERMIT SET- For Building Dept. Approval THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT ' PRIOR WRITTEN APPROVAL OF BUTLER MFG. B BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 CODES AND LOADS REV: DATE: BY: DESCRIPTION: BUILDER: y g y North Valle Building Systems, Inc. CUSTOMER: Efficient Energy Concepts �ocAT�oN: DurhamCalifornia , PROJECT: Efficient Energy Concepts BUILDER'S POIt: 16-974 BUTLER J16-023615-01 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DATE: 10/20/2016 DRAWWCHECK: SIB / RG Butler Manufacturing VPC VERSION: 2016.1d PAGE: 2 DRAWING SCALE: (QTS 10/182u16 10:1020 ... .v„ , r. v r __. y .. ........._..__, BUILDER/CONTRACTOR RESPONSIBILITIES Butler Mfg. follows the guidelines as outlined in the AISC and MBMA Codes of Standard Practice. Butler Mfg. standard product specifications, design, fabrication, quality criteria shall govern all work unless stipulated otherwise in the contract documents. In case of discrepancies between Butler Mfg. structural plans and plans for other trades, Butler Mfg. structural plans shall govern. It is the responsibility of the Builder to obtain approvals and permits from all governing agencies and jurisdictions as required. Approval of Butler Mfg drawings constitutes the builders acceptance of Butler interpretation of the contract purchase order. Unless specific design criteria concerning interface design and details are furnished as part of the contract, Butler Mfg. design assumptions shall govern. Butler engineers are not Project Engineers or Engineer of Record for the overall project. Butler engineering supply sealed engineering design data and drawings for Butler supplied material as part of the overall project for use by others to obtain permits, approvals, and coordinate with other trades. The Builder or A/E firm are responsible for the overall project coordination, including coordination with appropriate inspection and testing agencies. All interface and/or compatibility of any materials not furnished by Butler are to be considered and coordinated by the builder or A/E firm. CONSTRUCTION & ERECTION RESPONSIBILITY The Builder is responsible for construction in strict accordance with Butler Mfg. "FOR CONSTRUCTION" drawings and all applicable product installation guides. Butler is not responsible for work done from any other Butler drawings that are not marked 'FOR CONSTRUCTION", nor any drawings prepared by others. As erected field assemblies of members shall be as specified in MBMA Code of Standard Practice (in Canada - CSA S16), which require U500 tolerance of installed members. Occasional field work including shimming, cutting, coping, and drilling for final fit -up are considered part of erection. Specified field work and field welding conditions indicated on these drawings shall also be included in the erectors scope of work. See Erection Guide for shimming procedure. For building with top riding bridge cranes see Crane Data drawing for column plumb tolerance. The building erector shall be properly licensed and experienced in erecting metal building systems. The Builder is responsible for having knowledge of, and shall comply with, all OSHA requirements and all other governing site safety criteria. The builder is responsible for designing, supplying, locating and installing temporary supports and bracing during erection of the building. Butler bracing is designed for code required loads after building completion and shall not be considered as adequate erection bracing. See Erection Guide. EXISTING STRUCTURES Butler must be advised of any existing structure that is within 20 ft. of Butler's building. Loadings of both buildings may be affected when adjacent buildings are within this distance. Butler cannot be responsible for the design or loading of existing buildings. BRACING Tension brace rods work in pairs to balance forces caused by initial tensioning. Care must be taken while tightening brace rods so as not to cause accidental or misalignment of components. All rods must be installed loose and then tightened. Rods should not exhibit excessive sag. For long or heavy rods, or angles it may be necessary to support the rods at mid -bay by suspending them from secondary members. Bracing for seismic or wind loading of objects or equipment that are not a part of the Butler structure must be designed by a qualified professional to deliver lateral loads to primary frames and rod bracing struts. Equipment bracing and suspension connections must not impose torsion or minor axis loads, or cause local distortion in any Butler components. Butler accepts no responsibility for design or installation of bracing systems not furnished by Butler. FIELD WELDING All field welding shall be done at the direction of a design professional, and done in accordance with governing requirements (AWS in USA, CWB in Canada) by welders qualified to perform the welding as directed by the applicable welding procedure specification (WPS). A WPS shall be prepared by the contractor for each welding variation specified. The contractor is responsible for any special welding inspection as required by local jurisdiction. Filler metal shall be 70 ksi (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 fumishing signs as required by Code and the Building Department, including but not limited to, exits, occupancy limits, floor loading limits, and bulk storage limits. Floor loading signs shall clearly indicate maximum floor live load permitted. Bulk storage facilities shall have signs clearly posted on all loaded walls indicating the type of commodity stored and the maximum storage height. Signs shall be clearly visible when building is fully loaded to design level. Overloading of floors or walls may result in failure. DELIVERIES It is the responsibility of the builder to have adequate equipment available at the job site to unload trucks in a safe and timely manner. The Builder will be responsible for all retention charges from carriers as a result of job site unloading delays. Claims for damage or shorts MUST be noted on the Bill -of -Lading or delivery receipt and filed against the carrier by the consignee as per Butler's Terms of Sales (F.O.B. Plant) under the Uniform Commercial Code. It is critical that damages or shorts be noted on the Bill -of --Lading or you have little recourse with the carrier. Immediately upon delivery of material, material quantities are verified by the Builder against quantities billed on the shipping document. Neither the Manufacturer nor the carrier is responsible for material shortages against quantities billed on the shipping document if such shortages are not noted on the shipping documents upon delivery of material and acknowledged by the carriers agent. For materials concealed in bundles, boxes, or crates, shortages must be reported immediately upon unpacking. Should products get wet, bundled and crated materials must be unpacked and unbundled immediately to provide drainage of trapped moisture. See Erection Guide for proper job site storage procedure. SEALANTS Sealants shall be applied in strict accordance with Butler details or weather tightness will be compromised. Sealant must be applied in temperatures and weather conditions consistent with labeling. INDEPENDENT MEZZANINES Independent mezzanines must be designed by a professional engineer. The engineer must ensure that proper isolation from the Butler building has been provided to avoid structural damage due to differential movements, or inadvertently apply loads to the Butler structure. Butler accepts no responsibility for the design of the independent mezzanine. FIRE CODE COMPLIANCE It is the responsibility of the project design professional and builder to comply with local fire code regulations including consideration of, but not limited to, building use and occupancy, all building construction materials, separation requirements, egress requirements, fire protection systems, etc. Builder shall advise Butler of any special requirements to be furnished by Butler. FIELD MODIFICATIONS Modifications to this building from details and instructions contained on these drawings must be approved in writing by Butler Mfg. engineers, or other licensed structural engineer. This incudes, but is not limited to, removal of roof or wall cladding, removing or moving any flange braces or rod braces, cutting of openings for doors, windows or RTU's, correction of fabrication errors, etc. The owner shall not impose loads to this structure beyond what is specified for this building in the contract documents. Butler Mfg. accepts no responsibility for the consequences of any unauthorized additions, alterations, or added loads to this structure. If the builder intends to invoice Butler Mfg. for modifications in excess of $1000, The builder must notify Butler Mfg. immediately, and obtain a Work Authorization from Butler Mfg prior to proceeding. All final claims must be submitted to Butler Mfg with all supporting documentation within 30 days of the building completion. Claims submitted without work authorizations, or after 30 days will not be accepted. Correction of minor misfits, shimming and plumbing, moderate amount of reaming, drilling, chipping / cutting and minor welding are considered by Code of Standard Practice to be part of erection are not subject to claim reimbursement. CONCRETE/MASONRY/CONVENTIONAL STUD WALLS The engineer responsible for the design of the wall system is responsible for coordinating with, or specifying to Butler Mfg, any wall to steel compatibility issues such as drift and deflection compatibility, special base details, and wall to Butler steel connections. All fasteners, sealant and counter flashing of wall systems are to be provided by contractor. The engineer responsible for the wall shall design the anchorage to Butler supporting elements consistent with Code required forces. 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.iasonfine.org/Metal—Building Systems/MB.html) Listed under BlueScope Buildings North America, Inc. City of Los Angeles, CA #FB00031; City of Houston, TX 767; City of Phoenix, AZ C19-02008; Clark County, NV 43 & 833, San Bemardino County, CA 289, State of Utah, City of Richmond, Ca. Design Approvals IAS AC472 Approvals: (www.iasonfine.org/Metal—BuildingSystems/MB.html) Listed under Butler Manufacturing, a Division of BlueScope Buildings North America, Inc. Canadian CSA A660 Certifications (http:/eng.cwbgroup.org/Certification/Pages/CertifiedCompanySearch.aspx) Listed under BlueScope Buildings North America, Inc. Engineering Certifications of Authorization USA—AR#576; FL#30427; ID#C-2470; IL#184-002649; KS#E-29; MS#E-0592; MO#E-2010007736; NC#F-0998; OK#CA4170PE; SD#C-1787; TX#F4828; V\/\/#C03059-00; CAN AB#P08900; NS#30123; ON#100148796; and YT#PP134 PERMIT SET- For Building Dept. Approval VPC FILENAME: 16-023615-01 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. , tKtUIV KtMH11VJ I rit rmurrzm I T Vr BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. B1 BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 ERECTION NOTES REV: DATE: BY: DESCRIPTION: BUILDER: North Valley Building Systems, Inc. CUSTOMER: Efficient Energy Concepts LOCATION: Durham , California PROJECT: Efficient Energy Concepts BUILDER'S PON: 16_974 BUTLER Butler Manufacturing VPC VERSION: 2016.1d JOB 16-023615-01 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DATE: 10/20/2016 DRAWN/CHECK: SIB / RG PACE: 3 DRAWING SCALE: NTS a division ofBlueScowBUIdinnsNorthAmerica,Inc. VPC FILENAME: 16-023615-01 0 n E O E in rE N 2 1/2" 2 1/2" 64mm 1 1 164mm D1 (4)3/4" Dia. GR36 Anchor Rods Plate W=8" L=1'-1" Dim: A=1'-0" Elev.=100'-0" PITrH NkA A m LENGTH 0 Li _ LEDGE D2 (4)3/4" Dia. GR36 Anchor Rods Plate W=8" L=10" Dim: A=10" B=1'-1" Gage=5" Pitch=5" Edge Out=2 1/2" Elev.=100'-0" _a CD 0 N 61 HARDENED WASHER 4" �102mm) PROJECTION I - VARIES Z. BOTTOM OF COLUMN BASE PLATE ELEV. -TOP OF FOUNDATION - CONSIDER ANY SPACE BETWEEN THE FOUNDATION AND COLUMN BASE IN ANCHOR ROD ,LENGTH REQUIREMENT THE 4" PROJECTION ABOVE THE BOTTOM OF THE BASE PLATE IS A SUGGESTED MINIMUM TO ENSURE ADEQUATE ANCHOR ROD LENGTH. A DIFFERENT PROJECTION MAY BE REQUIRED BY THE FOUNDATION DESIGNER. THE ANCHOR ROD PROJECTION MAY NEED TO BE CUT OFF IF THERE IS INTERFERENCE WITH OTHER PARTS. SUGGESTED ANCHOR ROD PROJECTION 1 BOTTOM OF COLUMN BASE PLATE 7 STD = 1/2" (13mm) FLUSH = 0" (Omm) TYPICAL COLUMN BASE PLATE DETAIL 2 � T D1 D1; i I I I i I i I i I I I I I I I I I I I I I I I I I I I I I 'D1 -� D1' j+ - ----------------------------------------------D2-------------}-}-� I I 29'-0" 1 30'-0" BL BL ANCHOR ROD PLAN Finished Floor Elevation =100'-0" (Unless Noted Otherwise) 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 OTHEIRWISE SPECIFIED, ANCHOR RODS ARE DESIGNED AND DETAILED AS "CAST—IN—PLACE" ANCHOR RODS WITH "SNUG TIGHT CONNECTIONS. 4. FOUNDATION MUST BE LEVEL, SQUARE AND SMOOTH. ANCHOR RODS MUST BE ACCURATELY PLACED AS SHOWN ON THIS DRAWING OR STEEL WILL NOT FIT. THE BUILDER IS RESPONSIBLE FOR ACCURATE SETTING OF ANCHOR RODS PER AISC CODE OF STANDARD PRACTICE, SEC 7.5 VARIATIONS ARE SUMMARIZED BELOW; o. CENTERS OF ANY TWO AR'S WITHIN A COLUMN BASE GROUP; +-1/8" b. CENTERS OF ADJACENT AR GROUPS; +-1/4" c. TOPS OF AR'S; +-1/2" d. ACCUMULATED DIM BETWEEN CENTERS OF AR GROUPS ALONG COLUMN LINE; +-1/4" PER 100FT., NOT TO EXCEED 1" TOTAL. e. DIM FROM CENTER OF ANY AR GROUP FROM COLUMN LINE; +-1/4" 5. DESIGN LOADS AND REACTIONS ARE FURNISHED IN THE REACTIONS REPORT. - ` �No. C 82293 �' ? �-' Exp. 3-31 871. c� 06 CA PERMIT SET- For Building Dept. Approval <"> THE BUILDING IS DESIGNED WITH BRACING DIAGONALS IN THE DESIGNATED BAYS. COLUMN BASE REACTIONS, BASE PLATES AND ANCHOR RODS ARE AFFECTED BY THIS BRACING AND DIAGONALS MAY NOT BE RELOCATED WITHOUT CONSULTING THE BUILDING SUPPLIERS ENGINEER. THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY MFG. A . AND DESIGN AND PERFORMANCE THE WORK PRODUCT OF BUTLER REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. I F110 vr-\rwViivv, ii�����ii�� i i IL 11,di \J[.1YIllI IWI. 1 ILI.L.VI`I, 1\L_IVI IM%.0 I I I" , I\VI LI.I I VI BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 ANCHOR ROD PLAN REV: DATE: BY: DESCRIPTION: BUILDER: North Valley Building Systems, Inc. CUSTOMER: Efficient Energy Concepts LOCATION: Durham, California PRalecr: Efficient Ener Concepts 9Y p BUILDEf7S PON: 16-974 BUTLER Butler Manufacturing VPC VERSION: 2016.1d 9 JOB #: 16-023615-01 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING.NTS DATE: 10/20/2016 DRAWN/C"ECK: SIB / RG PAGE: 4 ��CALE: 10/18/2016 1626:28 A ❑IVI510" VI DIMOUILI U DU "I ILJS IYVTOIMIIWIIc , If ti. CD 0 N N IM CX002 CX002 I I I I I I I I I I 10 '7 1 I I I I I i I I I i I i I I I 0 0 0 0 x x CQ a4 a a I I I I I I I I I I I I I I I I I I I I I I I I I I I I CX004------------------------- RBX002-------------------------- CX004---------------------- I I CX001 29'-0" 30'-0" PRIMARY AND ROOF BRACING PLAN CX003 Bracing Part Schedule Part Qty Length Detail 1 6" Dimension Key 03RT3401 2 34'-1" BR02K1,BR02H1 Shape Name -Solar PERMIT SET- For Building Dept. Approval 1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, 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.ANY 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 OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. RMAIBUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. B MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 PRIMARY AND ROOF BRACING PLAN REv: DAZE: BY. DESCRIPTION: Bun�DER: North Valley Building Systems, Inc. CUSTOMER: Efficient Energy Concepts LOCA7M: Durham, California PROJECT: Efficient Energy Concepts BUILDER'S PO#: 16-974 BUTLER Butler Manufacturing VPC VERSION: 2016.1d 9 # 16-023615-01 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DATE: 10/20/2016 DRAWNlCHE � : SIB RG PAGE: 5 DRAWING SCALE: NTS VPC FILENAME: 16-023615-01 10/182016 1626:29 0 e. 0 N - m-r-~p0Om x w x wn n A 0*� oopO C7 n M C/) D N w O O O rt -1mZDnX (~' ao N N O N (D M n M (D N mCCjmr-�D (En - (D > C-) Z ►w (D (D = Cn Z I fi i _j O1 O cn M5m=��� ~ L<0 r- m O Z co 00 cn cn cnr � � c cn cn z o N. 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N z O O N rn Fp v m O � �n CT � O O Z7 Frame Member Schedule Part Mem Width CX004 1 6.0000 RBX002 2 5.0000 WebThk. 3 5.0000 CX004 4 6.0000 2 1'-0 1/2" 1 811 Dimension Key 271-81' 9 1 —011 PORTAL FRAME ELEVATION ALONG B Shape Name = Solar Wall 4, Frame 1 _..SS/0/�. r � No. C 82293 Exp, 3-3 -18� r G / V l \- ,vim . F CAL!G%;,,� PERMIT SET- For Building Dept. Approval 1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, 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. 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. 'n I a unrlvviIvv, INaLuviivv I FIC -11'4 VRIVI/-11 IV IN flCf\LVIV, 11GIVIr%IIVJ I 1 IL I- 1-,%-.,u- L -IN I I V� BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. B BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 PORTAL FRAME ELEVATION ALONG B Frame Clearances DATE: Thick WebThk. Depthl Depth2 Approx.Lgth Approx.Weight Horiz. Clearance between members l(CX004) and 4(CX004): 26'-2" .2500 .1345 9" 9" 13'-8 15/16" 213# Vert. Clearance at member 1(CX004): 12'-9 3/16" .1875 .1345 9" 9" 26'-1 3/4" 288# Vert. Clearance at member 4(CX004): 12'-9 3/16" .1875 .1345 9" 9" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) .2500 .1345 9" 9" 13'-8 15/16" 213# OBolt Connection & Plate Schedule Id Qty Grade Bolt Bolt Plate Rows Rows PartNo Dia. Length Thick. Out In A 8 A325 3/4" 2 1/2" 3/8" 2 2 0097284 271-81' 9 1 —011 PORTAL FRAME ELEVATION ALONG B Shape Name = Solar Wall 4, Frame 1 _..SS/0/�. r � No. C 82293 Exp, 3-3 -18� r G / V l \- ,vim . F CAL!G%;,,� PERMIT SET- For Building Dept. Approval 1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, 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. 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. 'n I a unrlvviIvv, INaLuviivv I FIC -11'4 VRIVI/-11 IV IN flCf\LVIV, 11GIVIr%IIVJ I 1 IL I- 1-,%-.,u- L -IN I I V� BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. B BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 PORTAL FRAME ELEVATION ALONG B REV: DATE: BY: DESCRIPTION: BOLDER: North Valley Building Systems, Inc. CUSTOMER: Efficient Energy Concepts LOCATION: Durham, California PROJECT: Efficient Ener Concepts 9Y BUILDERSPO#: 16-974 BUTLER �' Butler Manufacturing VPC VERSION: 2016.1d JO #: 16-023615-01 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DATE: 10/20/2016 DRAWN/CHECK: SIB / RG PAGE: 8 DRAWING SCALE: NTS 10/18/2016 1626:34 aul—lvn ui oi—1-vuiunyaiwiu inn ion w.. ROD SLOT BACKING PLATE MAY EXIST HARDWARE INSTALL IN THIS ORDER: HILLSIDE WASHER FLAT WASHER "8" FLAT WASHER "A" HEX NUT WALL BRACE ROD REV. GAM- 01/10/10 1 REV. NO, 01 ROD BRACING TH R U ROD SLOT BR02H1 COLUMN SHOWN / RAFTER SIMILAR BASIC ERECTION GUIDE REQUIRED FOR THIS PROJECT: REFER TO: WIDESPAN STRUCTURAL SYSTEM 2013 INSTALLATION GUIDE BUTLER REV. DATE:01/30/14 IFEV. Na 00 ENB002 BASIC ERECTION GUIDE — STRUCTURAL 1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. VPC FILENAME: 16-023615-01 -A ROD DIA. CLEM S MARK NO. CLEM S PIN 01A. 3/8' WASHERS 1 1/4- ROD DIA. NUT A B HILLSIDE 3/8- 1 3/5.. 095321 096408 46040 043657 1/2" 095230 095872 095946 043657 5/8" 095233 095945 095946 043657 3/4" 095235 095946 095948 043658 7 8" 095237 095947 095948 043658 1" 095238 095948 095949 043659 095239 095949 095949 043659 REV. GAM- 01/10/10 1 REV. NO, 01 ROD BRACING TH R U ROD SLOT BR02H1 COLUMN SHOWN / RAFTER SIMILAR BASIC ERECTION GUIDE REQUIRED FOR THIS PROJECT: REFER TO: WIDESPAN STRUCTURAL SYSTEM 2013 INSTALLATION GUIDE BUTLER REV. DATE:01/30/14 IFEV. Na 00 ENB002 BASIC ERECTION GUIDE — STRUCTURAL 1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. VPC FILENAME: 16-023615-01 -A ROD DIA. CLEM S MARK NO. CLEM S PIN 01A. 3/8' 097572 1 1/4- 1 2" 097573 5/8 095277 3/4" 095278 71 7 8 095279 1" 095280 1 1/8" 095281 1 t 4" 095282 1 3/5.. 097593 1 1/2" 1 1/2- 097594 BRACE ROD COTTER PIN REV. DATE:06/23/11 IREV. NO. 03 BR02K1 MAY BE FURNISHED WITHOUT A SHOULDER, THEN TWO COTTER PIN WILL BE PROVIDED. ROD BRACING CLEVIS ASSEMBLY 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. C1 ** 0 0— BRACE ¢ FRAME BRACE LOCATION I LOCATION -- —_ _----- CLIP REO'D W/ THICKi0[8(2e ALTERNATE CONNECTIONS - ROOF SECONDARY MEMBER FLANGE BRACE (GFB—) OR (HFB—) FLANGE BRACE WILL TYPICALLY CONNECT TO THE WEB OF THE FRAME MEMBER. FLANGE BRACE REQUIREMENTS: RULE#1— ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. RULE#2— SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON CROSS SECTION IS NOT ACCOMPANIED BY (2). RULE#3— FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB WHEN PART MARK IS ACCOMPANIED BY (2). RULE#4— WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE CENTER OF THE BUILDING. RULE#5— WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME SIDE OF THE FRAME WEB. ** 10" do 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. RM DATE ovo /°g I "e'. No. TYPICAL FLANGE BRACE CONNECTIONS BR06AE CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN 2 OR 4) A325 BOLTS PRIMARY FRAME \-1 /2" x 1 1/2" A-325 BOLT (49080) TYP. FLANGE BRACE REQUIREMENTS: PORTAL COLUMN DEPTH FLANGE BRACE < 24" HFB3060 > 24" do <.-36" HFB4106 > 36" HFB6032 NOTES: FIELD DRILL 9/16" HOLES IN PRIMARY AND PORTAL FRAME WEBS FOR FLANGE BRACE CONNECTIONS. © DRILL 9/16" HOLE IN PORTAL FRAME COLUMN WEB APPROX. 2" FROM BOLTING PLATE 0 BEAM CL. :!03/17/16 1 REV. Na 03 BR12J1 PORTAL FRAME DETAIL CONNECTION TO FRAME F FEET G = GAGE I = INCHES 0 = OPERATION E = EIGHTHS C = FIN/COLOR PANEL/COVERING W 1 3 1 1 7 2 6 1 K T D * F F I I E G G 0 C C C LENGTH CODE INSULATION I B1 3 01 0 3 6 0 3 0 W V F F F I I I I I I E C C LENGTH WIDTH THK CODE SECONDARY (STANDARD) 0 B Z 1 9 1 1 4 1 7————— * ** F F I I E G G DEPTH T LENGTH GAGE ADJUST.CODES SHAPE SECONDARY (SPECIAL) 00108Z1911417--- * * * * * * F F I I E G G * * * COUNTER DEPTH& LENGTH GAGE ADJUST.CODES SHAPE CX*** = COLUMN (PLATE) CGX*** — COLUMN (GAGE) WCX*** = COLUMN (HOTROLL) RBX*** = RAFTER (PLATE) BGX*** = RAFTER (GAGE) WRX*** — RAFTER (HOTROLL) TRX*** =TRUSS RAFTER ICX*** INTERIOR COLUMN PCX*** PIPE COLUMN TCX*** = TUBE COLUMN EPX*** = ENDPOST (PLATE) EGX*** — ENDPOST (GAGE) CBX*** = CANOPY (PLATE) CBX*** = PIGGYBACK CANOPY DCC*** = 8 1/2" GAGE POST DOE*** = 10" GAGE POST ROD BRACING RS = THREADS BOTH ENDS 0 3 R S 2 5 1 0 RT = THREADS ONE END — CLEVIS ONE END I E** F F I I RU = CLEVIS BOTH ENDS DIA LENGTH RP = THREAD BOTH ENDS — NO HILLSIDES REV. DATE:08/29/11 IREV. 140. 011 MARK NUMBER KEY EN50131 11 COMMON GENERATED MARK NUMBERS No. C 82293 rte. Exp. 3-3 18 ^: ; � f v4z CAt��:'' PERMIT SET- For Building Dept. Approval Ht FKurtK I T UI BUTLER MANUFACTURING BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE B 1540 GENESSEE ST. KANSAS CITY, MO 64102 PRIMARY BRACING SED'S APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT North Valley Building Systems, Inc. PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BUILDER: THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Efficient Energy Concepts GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCATION: Durham, California DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: Efficient Energy Concepts INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAVVINGSCALE: NITS BUILDEasPo+�: 16_974 10/1812016 SEDSheet 16:26:34 16-023615-01 DATE: BUTLER 10/20/2016 DRAVVNICHECK: Butler Manufacturing SIB / RG PAGE: VPC VERSION: 2016.1d 1 9 a division of BlueScope Buildings North America, Inc. io.co:so a division of BlueScope Buildings North America, Inc. BRACE FRAME BRACE ROOF ERECTION NOTE: LOCATION LOCATION SECONDARY WHEN A CHANNEL BRACE DOES NOT LINE UP WITH ANOTHER MEMBER CHANNEL BRACE OR THE SLOTS IN THE PURLIN WEB FOR A DROP PIN CONNECTION BEND THE CHANNEL TABS TOWARD o'* *"° 1 THE PURLIN WEB AND USE A SELF—DRILLER (55307) TO ATTACH. 0 01l 2� 0 0 01 — --------- --- — (2) 1/4-14 x 1 1/4" FLANG BRA E " ' (2) 1/4-14 x 1 1/4 STRUCT. SCREWS �- (01781oR EE STRUCT. SCREWS (55307) CLIP RFLA (55307) FLA THICK NGESES FLANGE BRACE WILL TYPICALLY CONNECT TO THE WEB OF THE �� FRAME MEMBER. 0 ALTERNATE CONNECTIONS FLANGE BRACE REQUIREMENTS: RULE#1— ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. RULE#2— SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON CROSS SECTION IS NOT ACCOMPANIED BY (2). RULE#3— FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB WHEN PART MARK IS ACCOMPANIED BY (2). RULE#4— WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE CENTER OF THE BUILDING. RULE#5— WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME SIDE OF THE FRAME WEB. ** 10" & 11 1/2" PURUNS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. REV. DAM °'/01/09 1 NEV. NO. 00 TYPICAL FLANGE BRACE CONNECTIONS BR06AE IkONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN END FRAME INT. FRAME END BAY (1) PURLIN BRACE 0 ] O 0 CHANNEL (2) PURLIN BRACE ] ] 0 0 CHANNELS (3) PURUN BRACE 1 3 0 CHANNELS (4) PURLIN BRACE ANN ACE DB-) ANNEL ACE :3B-) CHANNEL PURLIN BRACE (CPB-)(TYP.) DETAIL P3RO9JG 00 00 PURLIN ----PURLIN L(1) BUILDER: North Valley Building Systems, Inc. 1/4" X 6 1/4" JOB#: 16-023615-01 CUSTOMER: Efficient Energy Concepts DATE: 10/20/2016 DROP PIN (097556) USE WHEN CHANNEL BRACE GAGE USE WHEN CHANNEL BRACE PAGE: 11 SHAPE (TYP. PER EACH END) DOES LINE UP WITH THE 07 = 7" DOES NOT LINE UP WITH 11 = 0.113 07 — �r ZS =ZEE SLOTS IN THE PURLIN WEB. THE SLOTS IN THE PURLIN WEB. T-45 GRAY SCRUBOLT 097352) Og = g 1/2" C =CEE 12 = 0.098 :V. DATE04/01/11 IREV. NO. 01 CHANNEL BRACE ENDING AT PURLIN WEB ' NO. OD REV. OA1c07/01/09 I'l 1 D = 10 " SINGLE CHANNEL PURLIN BRACE BR09JG SELF—DRILLER WITH BENT TABS BR09JH =CEE ENDING AT PURLIN WEB LOCATION INT. FRAME INT. FRAME DETAIL USED FOR INTERIOR BAY AND AT FRAME LINE 14 = 0.079 10 10" ES HS = LOW EAVE STRUT — HIGH EAVE STRUT 13 — O.OBS USE (2) 1/2' INTERIOR BAY** FIELD DRILL HIGH EAVE STRUT BB =BACK TO BACK CEE 14 = 0.079 GALV. HEX NUTS (1) 5/16" DIA. 1 PURLIN BRACE _ FB *EAVE PURLIN HOLE (IF REQUIRED) 0.073 �47120) LOCATE 0 1 O 0 BRACE (PBA—) FOR SCRU—BOLT FF CHANNEL 16 — 0.058 1) NUT ON EACH CONNECTION BOTTOM OF ** 2) PURLIN BRACE SIDE OF PURLIN PBA— LOCATION AND QUANTITY. ROOF SHEET o ] ] 0 LOCATE PBA— IN UPPER POSITION CHANNELS 4) PURLIN BRACE WHEN ONLY (1)PBA IS REQUIRED. CHANNELS I> > > > CHANNELS ] , /2-, i0. ON 3.� TYPICAL ;O 3" TYPICAL CLUSTER CLUSTER STANDARD NOTES: STANDARD NOTES: � -- - PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES. - PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES. THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: O - DO NOT INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. 0 - DO NOT INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. ] - INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. ] - INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS. SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS. - INSTALL PURLIN BRACES AT THE RIDGE AND WORK TOWARD THE EAVE. - INSTALL PURLIN BRACES AT THE RIDGE AND WORK TOWARD THE EAVE. - CHANNEL BRACE MAY BE LOCATED IN EITHER SET OF SLOTS IN CLUSTER - CHANNEL BRACE MAY BE LOCATED IN EITHER SET OF SLOTS IN CLUSTER PROVIDED THEY ARE ALIGNED FROM EAVE TO EAVE IN A GIVEN BAY. PROVIDED THEY ARE ALIGNED FROM EAVE TO EAVE IN A GIVEN BAY. REV. DATE: 07/01/09 REV. NO. 00 PURLIN BRACE CLUSTER LOCATION REV. DATE; 07/01/09 1 REV. NO. 00 PURLIN BRACE CLUSTER LOCATION BR09RY I END BAY CHANNEL LOCATION BR09RZ INTERIOR BAY CHANNEL LOCATION ERECTION DRAWING PART MARK �Ir C P R 1W1B3 Y_ BAY NUMBER CANOPY (C) /PARTITION (P) / 48` UP 2 1/2- 2 5/8" AT EAVE STRUT BEND PBA TABS AND USE (2)11/32" X 1 1/4" T-45 GRAY SCRUBOLT (097352) AND SCRUBOLT NUT (097267) (HEAD OF SCRUBOLT TO BE ON OUTSIDE OF EAVE STRUT)- EAVE PURLIN SEE FACE OF BRACE ASSY. EAVE STRUT VIEW (PBA-) FOR TAB ATTACHMENT FACE OF EAVE STRUT `\ USE (2) 1/2" GALV. HEX NUTS (47120) LOCATE (1) NUT EACH SIDE OF PURLIN EAVE STRUT _J/, W EAVE PURLIN BRACE ASSY. PURLIN (PBA-)(TYP.) NOTE: SEE ERECTION DRAWINGS FOR LOW OR HIGH EAVE LOCATIONS. FOR LOCATION !EV. DATE:11/26/12 1 REV. NO. 04 EAVE STRUT BRACE BRO9K5 ADJUST. CODES GAGE millimeters SI-IApp CHANNEL PURLIN BRACE (CPB-)(TYP.) N REV. OATL` 07/01 /D9 I REV. NO. OD BR09PH 0 PURLIN L(1) 1/4" X 6 1/4" DROP PIN (097556) (TYP. PER EACH END) SINGLE CHANNEL PURLIN BRACE INTERMEDIATE LOCATION ADJUST. CODES GAGE EIGHT INCHESI LENGTH C'C'C'T millimeters EAVE STRU' _ATE PART NUMBER N/A ESH1 ESH 2 ESH3 ROOF BEAM ROOF(R)/WALL(W) NUMBERLj I LL==j (2) 1/2" X 2" A325 BOLT (097280) BUILDING SHAPE THE BAY/BUNDLE CODE IDENTIFIES �2 ��T 9f *1'-0" AT 7" ac 8 1/2" OUTSET THE BUILDING CANOPY/PARTITION/ ROOF/WALL PLANE AND BAY 1•-3•• AT 10' & 111/2•• OUTSET LOW EAVE STRUT SHOWN — HIGH EAVE STRUT SIMILAR REV. DATE;01/31/13 REV. N0. 01 SECONDARY BUNDLE LOCATION KEY REv. DAT-o7/01/0n REV. NO. 00 PURLIN AND GIRT SIZES REV. DAM -03/20/15 REV. N0. 01 EAVE STRUT CONNECTION EN51 133 ALL SECONDARY DEPTHS EN53F1 8 1/2" 216mm RS12PH AT END FRAME THE BUTLER MFG. ENGINEER'S SEAL APPLIES 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE REQUIREMENTS SPECIFIED BY BUTLER. THE SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT REV: DATE: STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION BUTLER MFG. ENGINEER'S SEAL DOES NOT PRIOR WRITTEN APPROVAL OF BUTLER MFG. OF WALL AND ROOF SHEETS. APPLY TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS FURNISHED BY BUTLER EXCEPT TO ANY DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. DESIGN OR PERFORMANCE REQUIREMENTS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 BY: I DESCRIPTION: SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: VPC FILENAME: 16-023615-01 10/182016 SEDSheet NTS 1626:36 SSS No. C 82293 �� �, L J Exp. 3-31-18 C1V1��Y �FOF CF�1 � PERMIT SET- For Building Dept. Approval ROOF SECONDARY SED'S BUILDER: North Valley Building Systems, Inc. BUTLER JOB#: 16-023615-01 CUSTOMER: Efficient Energy Concepts DATE: 10/20/2016 LOCATION: Durham, California DEPTH SHAPE GAGE DEPTH PAGE: 11 SHAPE GAGE a division of BlueScope Buildings North America, USE (1) 11 /32" X 1 1/4 07 = 7" Z = ZEE 11 = 0.113 07 — �r ZS =ZEE 11 = 0.113 T-45 GRAY SCRUBOLT 097352) Og = g 1/2" C =CEE 12 = 0.098 SCRUBOLT NUT (097267 1 D = 10 " E = LOW EAVE STRUT 13 = 0.088 08 = 8 1/2" CS =CEE 12 = 0.098 HEAD OF SCRUBOLT TO 11 = 11 1/2" / .� H -HIGH EAVE STRUT 14 = 0.079 10 10" ES HS = LOW EAVE STRUT — HIGH EAVE STRUT 13 — O.OBS USE (2) 1/2' BE ON OUTSIDE OF 15 = 0.073 11 — 11 1/2•• BB =BACK TO BACK CEE 14 = 0.079 GALV. HEX NUTS EAVE STRUT _ FB = FACE TO BACK CEE t 5 = 0.073 �47120) LOCATE 17 — 0.060 FF = FACE TO FACE CEE 16 — 0.058 1) NUT ON EACH ONOTE: SEE ROOF FRAMING PLAN FOR 17 — 0.060 SIDE OF PURLIN PBA— LOCATION AND QUANTITY. LOCATE PBA— IN UPPER POSITION WHEN ONLY (1)PBA IS REQUIRED. E:11/26/14 IREV. NO. 01 HIGH EAVE PURLIN BRACE ALL WALL PANEL TYPE REV. DATE: 07/01/09 REV. NO. 00 SECONDARY PART MARK COMMON GENERATED MARK NUMBER NUMBERS REV, DATE; 07/D1/09 1 REV. NO. 00 SPECIAL SECONDARY COMMON GENERATED PART MARK MARK NUMBERS KEY BR09W2 EN511 1 EN51 B2 EAVE STRU' _ATE PART NUMBER N/A ESH1 ESH 2 ESH3 ROOF BEAM ROOF(R)/WALL(W) NUMBERLj I LL==j (2) 1/2" X 2" A325 BOLT (097280) BUILDING SHAPE THE BAY/BUNDLE CODE IDENTIFIES �2 ��T 9f *1'-0" AT 7" ac 8 1/2" OUTSET THE BUILDING CANOPY/PARTITION/ ROOF/WALL PLANE AND BAY 1•-3•• AT 10' & 111/2•• OUTSET LOW EAVE STRUT SHOWN — HIGH EAVE STRUT SIMILAR REV. DATE;01/31/13 REV. N0. 01 SECONDARY BUNDLE LOCATION KEY REv. DAT-o7/01/0n REV. NO. 00 PURLIN AND GIRT SIZES REV. DAM -03/20/15 REV. N0. 01 EAVE STRUT CONNECTION EN51 133 ALL SECONDARY DEPTHS EN53F1 8 1/2" 216mm RS12PH AT END FRAME THE BUTLER MFG. ENGINEER'S SEAL APPLIES 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE REQUIREMENTS SPECIFIED BY BUTLER. THE SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT REV: DATE: STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION BUTLER MFG. ENGINEER'S SEAL DOES NOT PRIOR WRITTEN APPROVAL OF BUTLER MFG. OF WALL AND ROOF SHEETS. APPLY TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS FURNISHED BY BUTLER EXCEPT TO ANY DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. DESIGN OR PERFORMANCE REQUIREMENTS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 BY: I DESCRIPTION: SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: VPC FILENAME: 16-023615-01 10/182016 SEDSheet NTS 1626:36 SSS No. C 82293 �� �, L J Exp. 3-31-18 C1V1��Y �FOF CF�1 � PERMIT SET- For Building Dept. Approval ROOF SECONDARY SED'S BUILDER: North Valley Building Systems, Inc. BUTLER JOB#: 16-023615-01 CUSTOMER: Efficient Energy Concepts DATE: 10/20/2016 LOCATION: Durham, California DRAWWCHECK: SIB / RG Butler Manufacturing VPC VERSION: 2016.1d PROJECT: Efficient Energy Concepts PAGE: 11 BUILDER'S PO#: 16-974 a division of BlueScope Buildings North America, Inc. 0 AT B T 01-011 1-011 SECONDARY ELEVATION AT 1 0 /6 ,4V ;1 y No. C 82293 iw Exp.3-3 -13+ `s�� civ���r . .' OF Shape Name = Solar, Wall =1 PERMIT SET- For Building Dept. Approval 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT 49080 AND NUT 47120 W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. ONLY THE BUTLER MFG. ENGINEER'S SEAL APPLIESqS . A ND DESIGN AND PERFORMANCE THE WORK PRODUCT OF BUTLER MFG. A REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. B BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 SECONDARY ELEVATION AT 1 REV: DATE: BY. DESCRIPTION: BUILDER: North Valley Building Systems, Inc. CUSTOMER: Efficient Energy Concepts LOCATION:Durham, California PROJECT: Efficient Energy Concepts BUILDERSPO#: 16-974 BUTLER Butler Manufacturing VPC VERSION: 2016.1 d JOB #; 16-023615-01 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. A 10/20/2016 DRAWNICHECK: SIB / RG PACE: 12 DRAWING SCALE: NTS VPC FILENAME: 16-023615-01 10/182016 16:26:39 a division of BlueScope Bindings North America, Inc. CL M. Bracing Part Schedule 1 611 Part Qty Length R Dimension Key 03RS3202 2 321-211 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. VPC FILENAME: 16-023615-01 3RS32o 2 g532�2 3 Detail BR02H1 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. Open 29'-011 01-011 SECONDARY ELEVATION AT A Shape Name = Solar, Wall = 2 BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 REV: DATE: BY.. DRAWING SCALE: 10/18/2016 CL No. C 82293Fri L Exp. 3-31-18 fr C '11+ CAL`i �- PERMIT SET- For Building Dept. Approval SECONDARY ELEVATION AT A DESCRIPTION: BUILDER: North Valley Building Systems, Inc. CUSTOMER: Efficient Energy Concepts LOCATION: Durham, California PROJECT: Efficient Energy Concepts NTS BUILDERS PO#: 16-974 1626:40 16-023615-01 DATE: SUTLER 10/20/2016 'D DRAWNICHECK: Butler Manufacturing SIB / RG PAGE: VPC VERSION: 2016.1d 13 a division of BlueScope Buildings North America, Inc. 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. VPC FIENAME: 16-023615-01 A TB NOR THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. 0'-0" SECONDARY ELEVATION AT 2 Shape Name = Solar, Wall = 3 BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 REV: DATE: BY, DRAWING SCALE: 1 0/1 6 2 01 6 0 ELS�,y�, `6 No. C 82293 Exp 3- 1-18 �IVI\- - F CA���� PERMIT SET- For Building Dept. Approval SECONDARY ELEVATION AT 2 DESCRIPTION: BUILDER: North Valley Building Systems, Inc. CUSTOMER: Efficient Energy Concepts LOCATION: Durham, California PROJECT: Efficient Energy Concepts NTS BUILDERS PO#: 16-974 1626:41 16-023615-01 DATE: BUTLER 10/20/2016 _ DRAWN/CHECK: Butler Manufacturing SIB / RG PAGE: VPC VERSION: 2016.1d 14 a division oiBlueScope Buldings NorthAmerica, Inc. C) I 1 6" Dimension Key M. CL 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. VPC FILENAME: 16-023615-01 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. Open 9'-0" 301-0" SECONDARY ELEVATION AT B Shape Name = Solar, Wail = 4 I HIS DRAVVIING, 1177001110 1 ME IMFUR179-1 1011 HEREON, REIVIAIlls I FIE PROPER I Y OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. CL SC No. C 82293 Epr3-3 -18 � i; (Z 5'12 s� CIVIL � eOF CA�1F�� PERMIT SET- For Building Dept. Approval BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 SECONDARY ELEVATION AT B REV: DATE: BY: DESCRIPTION: BUILDER: North Valley Building Systems, Inc. CUSTOMER: Efficient Energy Concepts LOCATION: Durham, California PROJECT: Efficient Energy Concepts DRAWING SCALE: NTS BUILDERS Pon: 16-974 10/18/2016 1626:42 16-023615-01 DATE: BUTLER 10/20/2016 DRAWN/CHECK: Butler Manufacturing SIB / RG PAGE: VPC VERSION: 2016.1d 15 a aiwsion w niuez�cope buiaings mrin Hmence, nc. 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. OA1C 03/10/10 1 REV. NO. 01 ROD BRACING TH R U R 0 D SLOT BR02H1 COLUMN SHOWN / RAFTER SIMILAR ERECTION DRAWING PART MARK C P R 1 W1 B 3 --71 BAY NUMBER CANOPY (C) /PARTITION (P) / ROOF(R)/WALL(W) NUMBER BUILDING SHAPE THE BAY/BUNDLE CODE IDENTIFIES THE BUILDING CANOPY/PARTITION/ ROOF/WALL PLANE AND BAY REV. DATE:01/31/13 IREV. NO. 01 SECONDARY BUNDLE LOCATION KEY I� EN51 B3 ALL SECONDARY DEPTHS BRACE FRAME BRACE LOCATION I LOCATION L—--------- - ROOF SECONDARY MEMBER **C> I 0� of FLANGE BRACE (CFS—) OR (HFB—) 2 OR 4) A325 BOLTS PRIMARY FRAME CLIP REO'D W/r THICK FLANGES FLANGE BRACE WILL TYPICALLY CONNECT TO THE WEB OF THE --71/2 " X 1 1 /2" FRAME MEMBER. A-325 BOLT (49080) TYP. 0 FLANGE BRACE REQUIREMENTS: ALTERNATE CONNECTIONS FLANGE BRACE REQUIREMENTS: RULE#1— ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. PORTAL COLUMN DEPTH FLANGE BRACE < 24" WASHERS > 24" do <_36" ROD DIA. NUT A B HILLSIDE 3/8- 095321 096408 46040 043657 1/2" 095230 095872 095946 043657 5/8" 095233 095945 095946 043657 3 4' 095235 095946 095948 043658 7/8' 095237 095947 095948 043658 1' 095238 095948 095949 043559--- 1 1 8" 095239 095949 095949 043659 REV. OA1C 03/10/10 1 REV. NO. 01 ROD BRACING TH R U R 0 D SLOT BR02H1 COLUMN SHOWN / RAFTER SIMILAR ERECTION DRAWING PART MARK C P R 1 W1 B 3 --71 BAY NUMBER CANOPY (C) /PARTITION (P) / ROOF(R)/WALL(W) NUMBER BUILDING SHAPE THE BAY/BUNDLE CODE IDENTIFIES THE BUILDING CANOPY/PARTITION/ ROOF/WALL PLANE AND BAY REV. DATE:01/31/13 IREV. NO. 01 SECONDARY BUNDLE LOCATION KEY I� EN51 B3 ALL SECONDARY DEPTHS BRACE FRAME BRACE LOCATION I LOCATION L—--------- - ROOF SECONDARY MEMBER **C> I 0� of FLANGE BRACE (CFS—) OR (HFB—) 2 OR 4) A325 BOLTS PRIMARY FRAME CLIP REO'D W/r THICK FLANGES FLANGE BRACE WILL TYPICALLY CONNECT TO THE WEB OF THE --71/2 " X 1 1 /2" FRAME MEMBER. A-325 BOLT (49080) TYP. 0 FLANGE BRACE REQUIREMENTS: ALTERNATE CONNECTIONS FLANGE BRACE REQUIREMENTS: RULE#1— ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. PORTAL COLUMN DEPTH FLANGE BRACE < 24" HFe3060 > 24" do <_36" HFB 4106 > 36" HFB6032 RULE#2— SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON CROSS SECTION IS NOT ACCOMPANIED BY (2). RULE#3— FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB NOTES: WHEN PART MARK IS ACCOMPANIED BY (2). © FIELD DRILL 9/16" HOLES IN PRIMARY AND PORTAL FRAME WEBS RULE#4— WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE FOR FLANGE BRACE CONNECTIONS. CENTER OF THE BUILDING. © DRILL 9/16" HOLE IN PORTAL FRAME COLUMN WEB APPROX. 2" RULE#5— WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME FROM BOLTING PLATE ® BEAM q. SIDE OF THE FRAME WEB. ** 10" & 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. REV. OAV-07/01/09 REV. N0.00 TYPICAL FLANGE BRACE CONNECTIONS REV. DATE -03/17/16 REV. N0.03 PORTAL FRAME DETAIL BR06AF CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLINIF gR12J1 CONNECTION TO FRAME 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) G THE CORRECT THE BUTLER MFG. ENGINEER'S SEAL APPLIES I IIID UNAVVIINU, IINULUUIIVu I I"It_ IIVt'UI'UVIHI IUIV muni-UIV, mizivimiiNo I rlr- I"1 urt:m I T UI- BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT JOB#: 16-023615-01 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE REQUIREMENTS SPECIFIED BY BUTLER. THE SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT DEPTH PROJECT: Efficient Energy Concepts SHAPE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION BUTLER MFG. ENGINEER'S SEAL DOES NOT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REv: THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE 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 GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS SHAPE GAGE FURNISHED BY BUTLER EXCEPT TO ANY DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. Z = ZEE 11 = 0.113 DESIGN OR PERFORMANCE REQUIREMENTS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, 010 _ /2 USE OF TEMPORARY BRACING _ ADJUST. CODES GAGE millimeters L ADJUST. CODES GAGE NCHE5 LENGTH rrrmillimeters REV. DATE: U7/01/09 I REV. NO.00 REV. DATE; REV. NO. SECONDARY PART MARK NUMBER SPECIAL SECONDARY PART MARK KEY EN51 B 1 11 COMMON GENERATED MARK NUMBERS EN5182 COMMON GENERATED MARK NUMBERS BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE: BY: I DESCRIPTION: SPECIFIED BY BUTLER. INCLUDIN DRAWING SCALE: VPC FILENAME: 18-023615-01 10/18/2016 SEDSheet NTS 1626:42 S/ No. C 82293 m U Exp.rr3-3 -18 Gtl 12 A. a �, C I V F pF CA PERMIT SET- For Building Dept. Approval WALL SECONDARY SED'S BUILDER: North Valley Building Systems, Inc. BUTLER Butler Manufacturing VPC VERSION: 2016.1d JOB#: 16-023615-01 CUSTOMER: Efficient Energy Concepts DATE: 10/20/2016 LOCATION: Durham, California DEPTH PROJECT: Efficient Energy Concepts SHAPE BUILDER'S PO#: 16-974 GAGE a division of BlueScope BdIdings North America, Inc. DEPTH SHAPE GAGE 07 = 7" Z = ZEE 11 = 0.113 010 _ /2 _ CEE _ 07=7" ZS=ZEE 11 =0.113 = 1801 E = LOW EAVE STRUT 1 3 = 0.088 08 = 8 1/2" CS = CEE 12 = 0.098 11 = 11 1/2" H — HIGH EAVE STRUT 14 0.079 10 — 10"ES — LOW EAVE STRUT 13 — 0.088 = _HS 1 1 1 1 1/2" — HIGH EAVE STRUT 14 = 0.079 15 = 0.073 BB = BACK TO BACK CEE 16 = 0.068 FB = FACE TO BACK CEE 15 = 0.073 17 — 0.060 FF = FACE TO FACE CEE 16 0.068 17 — 0.060 REV. DATE: U7/01/09 I REV. NO.00 REV. DATE; REV. NO. SECONDARY PART MARK NUMBER SPECIAL SECONDARY PART MARK KEY EN51 B 1 11 COMMON GENERATED MARK NUMBERS EN5182 COMMON GENERATED MARK NUMBERS BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE: BY: I DESCRIPTION: SPECIFIED BY BUTLER. INCLUDIN DRAWING SCALE: VPC FILENAME: 18-023615-01 10/18/2016 SEDSheet NTS 1626:42 S/ No. C 82293 m U Exp.rr3-3 -18 Gtl 12 A. a �, C I V F pF CA PERMIT SET- For Building Dept. Approval WALL SECONDARY SED'S BUILDER: North Valley Building Systems, Inc. BUTLER Butler Manufacturing VPC VERSION: 2016.1d JOB#: 16-023615-01 CUSTOMER: Efficient Energy Concepts DATE: 10/20/2016 LOCATION: Durham, California DRAWN/CHECK: SIB / RG PROJECT: Efficient Energy Concepts PAGE: 1 16 BUILDER'S PO#: 16-974 a division of BlueScope BdIdings North America, Inc. Covering Schedule Id Qty Length Type Gage OP Fin. Color Direction #1 10 20'-611 BRU 26 85 Z AZ Left to Right Oper. Code:85=SQ,SQ Finish:Z=A1Zn Color:AZ=Plain A1Zn 0 0 N (l0) #1 ------+-------4------+----- ---- ------+---------t-------t-------1------r----- 01 -011 BL BL EL$C�/� ROOF COVERING PLAN No. C 82293, Ex 3- 1-18 lot ZS V• Y Fastener Schedule ""�``�.0FCA�-`F Part Description ��� 0097357UNPNTD (T-1) 1/4-14 x 7/811, 3/811 Hex Hd w/Washer Shape Name = Solar PERMIT SET- For Building Dept. Approval 1. PRE -DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS TO STRUCTURAL BEAMS 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. B BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 ROOF COVERING PLAN REV: DATE: BY: DESCRIPTION: BUILDER: North Valley Building Systems, Inc. CUSTOMER: Efficient Energy Concepts LOCATION: Durham, California PROJECT: Efficient Ener Concepts 9Y P BUILDER'S POat: 16-974 BUTLER 16-023615-01 6 - THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DATE: 10/20/2016 DRAMCHECK: SIB / RG Butler Manufacturing VPC VERSION: 2016.1d 9 PAGE: 17 DRAWING SCALE: NTS VPC FILENAME: 16-02361541 10/18/2015 16:26:45 a , - .,,,.. -- •.y., ..,.•........ .. . . . 0 I 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: 16-023615-01 __L. A B THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. 20'-0" COVERING ELEVATION AT 1 Shape Name = Solar, Wall = 1 BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. 0 BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 ",FESS/ No. C 82293 �° m U E .3- 1-18 V . CA1��F PERMIT SET- For Building Dept. Approval COVERING ELEVATION AT 1 REV: DATE: BY: DESCRIPTION: BUILDER: North Valley Building Systems, Inc. CUSTOMER: Efficient Energy Concepts LOCATION: Durham, California PROJECT: Efficient Energy Concepts DRAWING SCALE: NTS BUILDER'S PO#: 16-974 10/18/2016 16:26:47 r. ��`AF=(:j Butler Manufacturing VPC VERSION: 2016.1d 16-023615-01 DRAWWCHECK: SIB / RG a division of BlueScope Buildings North Amenca, Inc. 18 C> sm 3 0 ' - 0 BL BL / �' �F IONS �O ELS . COVERING ELEVATION AT A - No. C 82293 m Exp 3- 1-18 POF CA Shape Name = Solar, Wall = 2 PERMIT SET- For Building Dept. Approval 1. PRE -DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS TO STRUCTURAL BEAMS 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. MtKtKtIVBUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEBI APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 COVERING ELEVATION AT A REV: DATE: BY: DESCRIPTION: BUILDER: North Valley Building Systems, Inc. CUSTOMER: Efficient Energy Concepts LOCATION: Durham, California PROJECT: Efficient Ener Concepts 9Y P BUILDER'S Po#: 16_974 BUTLER Butler Manufacturing 9 VPC VERSION: 2016.1 d JOB #: 16-023615-01 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DATE: 10/20/2016 DRAWN/CHECK: SIB / RG PAGE: 19 DRAWING SCALE: MS VPC FILENAME: 16-023615-01 10/18/2016 16:26:46 U UmsiUn Of Dwe QcUPU DuiUnys iwnn ren ronca, nti. 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: 16-023615-01 B A 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. 201_11 COVERING ELEVATION AT 2 Shape Name = Solar, Wall = 3 BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. W7w BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 0 No. C 82293 Fri C Exp. 3-3 -18 �OF C/`�,����4� PERMIT SET- For Building Dept. Approval COVERING ELEVATION AT 2 TEV: DATE: BY: DESCRIPTION: BUILDER: North Valley Building Systems, Inc. CUSTOMER: Efficient Energy Concepts LOCATION: Durham, California PROJECT: Efficient Energy Concepts DRAWING SCALE: NTS BUILDER'S PO#: 16-974 10/18/2016 16:26:49 BUTLER Butler Manufacturing VPC VERSION: 2016.1d 16-023615-01 10/20/2016 DRAWNICHECK: SIB / RG a division of BlueScope Buildings North America, Inc. 20 C> Ope 30'-0" COVERING ELEVATION AT B BL No. C 82293 x'T; Exp. 3-3118 co 16 ` Shape Name = Solar, Wall = 4PERMIT SET- For Building Dept. Approval 1. PRE -DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS TO STRUCTURAL BEAMS 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. Fit UIq BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. B BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 COVERING ELEVATION AT B REV. DATE. BY: DESCRIPTION: BUILDER: North Valley Building Systems, Inc. CUSTOMER: Efficient Energy Concepts LOCATION: Durham, California PROJECT: Efficient Energy Concepts BUILDERS PO#: 16-974 BUTLER 5° #: 16-023615-01 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DATE: 10/20/2016 DRAWNICHECK: SIB / RG Butler Manufacturing VPC VERSION: 2016.1d PAGE: 21 DRAWING SCALE: NTS 10/188016 16:zb:0o VPC FILENAME: 16-023615-01 F FEET G = GAGE FFIIEGG000C CX*** = COLUMN (PLATE) I = INCHES 0 = OPERATION BRU CGX*** COLUMN (GAGE) E = EIGHTHS C = FIN/COLOR RIVET WCX**+' = COLUMN (HOTROLL) PANEL/COVERING E = EIGHTHS BRII RIDGE PANEL MARK NO.: PRP W 1 3 1 1 7 2 6 1 K T D G G 0 C C C RBX*** = RAFTER PLATE * F F I I E G G 0 C C C ST10G 7" BGX*** RAFTER (CAGE) LENGTH CODE WITH SOFFIT WRX*** = RAFTER (HOTROLL) EAVE STRUCTURAL FIN/COLOR TRX*** = TRUSS RAPTER INSULATION SIDEWALL SDS TO STRUCTURAL (097365) (5'-0" O.C.) 181 301 0 3 6 0 3 0 W V V DA7:11/06/15 I REV. No. 01 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 B Z 1 9 1 1 4 1 7————— EPX*** = ENDPOST (PLATE) * * * F F I I E G G * * * 4 * EGX*** = ENDPOST ,(GAGE) DEPTH LENGTH GAGE ADJUST.CODES :. . SHAPE CBX*** = CANOPY (PLATE) SECONDARY (SPECIAL) CBX*** = PIGGYBACK CANOPY 00108Z1911417——— • • • • DCG*** = 8 1/2" GAGE POST F F I I E G 0 • * • COUNTER DEPTH& LENGTH GAGE ADJUST.CODES DOE*** = 10" GAGE POST SHAPE ROD BRACING RS — THREADS BOTH ENDS 0 3 R $ 2 5 1 0 RT = THREADS ONE I E** F F I I END — CLEVIS ONE END RU = CLEVIS BOTH ENDS DIA LENGTH RP = THREAD BOTH ENDS — NO HILLSIDES REV. DATE!08/19/11 IREV. N0. 011 MARK NUMBER KEY EN50B1 COMMON GENERATED MARK NUMBERS PANEL TO PANEL FASTENER, 2'-6" O.C. [BUTLERIB II �; / ROOF PANEL ENDWALL TRIM (BRGT20-) L=LEFT R=RIGHT - SEE DWG. P-081166 TORX 1 1/4" T-30 SELF -DRILLING SCREW WALL ADAPTER I (097365) (3'-0" O.C.) (WA10B) _ SEE DWG. P-081166 GABLE ANGLE TORX T-30 SELF—DRILLING SCREW (097364) (2'-0" O.C.) „ �PURLIN, EAVE STRUT SOFFIT TRIM 10 -0 LG. INSTALL BEFORE GABLE TRIM I PT10C T10A) W/7" OR 8 1/2" PURUN I TORX 1 1/4" T-30 W/10" OR 11 1/2" PURLIN SDS EACH STRUCTURAL (097365) ENDWALL NOTE: IF ERECTION DRAWING P-081635 HAS BEEN PROVIDED THEN THE HIGH WIND GABLE TRIM CLIPS ARE REQUIRED. REV. DATRCB325V No 01 I GABLE TRIM WITH II ROOF EW II ERECTION GUIDE REQUIRED FOR THIS PROJECT: REFER TO BUTLERIB II ROOF AND WALL SYSTEM INSTALLATION GUIDE l3UrL.ER m SEE DRAWING P-105224, P-105225, AND P-105228 FOR DOWNSPOUT INSTALLATION AND RIVET COLOR PART MARK INFORMATION I � ROOF PANEL GUTTER OUTLET I GUTTER (008738) WALL PANEL 45' ELBOW (4CE45) I BLIND RIVET (TYP.) CONDUCTOR PIPE -� (CP410) ' I CONDUCTOR STRAP I SIDEWALL (CS) (TO BE FIELD I FORMED) (TYP.) 75' ELBOW (4CE75) I. FLOOR LINE I o� U Z J Z 0 U SLOPE RANGE 1/4:12 THRU 1/2:12 REV. DATE. -D1/30/14 IFEV. Natio REV. DA'M;01/23/1+ IftEV. NO. oz 4 INCH DOWNSPOUT AT WALL ENB003 BUTLERRIB II ROOF AND WALL SYSTEM KV846 I BUTLERIB II AND SHADOWALL BRIIROOF PANEL MARK NO.:BRP FFIIEGG000C 1 x110 U�CMMIN0, I1ToLUvllvv I rlC 11vrvr-MIMI IVIN r1Ur[CIJIV, rNE=1VI.-MIVJ I rTC r'rRUrCIZ I T Ur BUTLER MFG. ITIS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. F=FEET I = INCHES BRU (097365) (2'-0" O.C.) _ (DTA) EAVE STRUT—,,,",BLIND RIVET BUILDER: North Valley Building Systems, Inc. CUSTOMER: Efficient Energy Concepts LOCATION: Durham, California PROJECT: Efficient Energy Concepts BUILDERS 16-974 LENGTH CODE E = EIGHTHS BRII RIDGE PANEL MARK NO.: PRP F F I I E G G 0 C C C G= GAGE P R U ST10G 7" I 00= OPERATION WITH SOFFIT LENGTH CODE EAVE STRUCTURAL FIN/COLOR 36" COVERAGE 12"SMOOTH 1 1/2" NP._1 1 TYP EXTERIOR I T 2 7/8'1 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 SMOOTH �, EXTERIOR 12 —� 1 9/32" SURFACE 1 1/2 TYP. TYP. (LT. GRAY) INSIDE COLOR 2 7/8' 11 VARIES TYP. BEARING VCI WALL PANEL EDGE REV. DAM 07/22/10 1 REV. NO. 01 I BUTLERIB II ROOF AND VCI WALL PANELS NV662 SEE DRAWING P-105137 FOR EAVE TRIM INSTALLATION CLOSURE ELS No. C 82293 L' Exp. 3-31-18 Cr C 1 V I OF CP��FO��," PERMIT SET- For Building Dept. Approval " EAVE TRIM 1 x110 U�CMMIN0, I1ToLUvllvv I rlC 11vrvr-MIMI IVIN r1Ur[CIJIV, rNE=1VI.-MIVJ I rTC r'rRUrCIZ I T Ur BUTLER MFG. ITIS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. (630273) 1-1/4 01 TORX T-30 SELF—DRILLING SCREW TRIM DRIP (097365) (2'-0" O.C.) _ (DTA) EAVE STRUT—,,,",BLIND RIVET BUILDER: North Valley Building Systems, Inc. CUSTOMER: Efficient Energy Concepts LOCATION: Durham, California PROJECT: Efficient Energy Concepts BUILDERS 16-974 (1--o'. O.C.) EW OVHG TORX T-30 SOFFIT PANEL SELF -DRILLING SCREW (097364) (2'-D" O.C.) DATE: 10/20/2016 SOFFIT TRIM (10'-4") _ — ST10G 7" I I ST1 OA 8 1/2" ST10B 10" IST10D WITH SOFFIT 11 1/2" SEE RCB001 EAVE STRUCTURAL FOR FASTENERS WITHOUT SOFFIT TORX 1-1/4- T-30 SIDEWALL SDS TO STRUCTURAL (097365) (5'-0" O.C.) SLOPE RANGE 1/4:12 THRU 1-3/4:12 V DA7:11/06/15 I REV. No. 01 H.S. EAVE TRIM W/BRIT ROOF RCB234 OPEN WALL OR EW OVHG AT OPEN WALL ELS No. C 82293 L' Exp. 3-31-18 Cr C 1 V I OF CP��FO��," PERMIT SET- For Building Dept. Approval VPC FILENAME: 16-023615-01 10/182016 SEDSheet 16:26:54 a division of BlueScope BUldings NorthAmedca, Inc. THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY THE WORK PRODUCT OF BUTLER MFG.. A AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. 1 x110 U�CMMIN0, I1ToLUvllvv I rlC 11vrvr-MIMI IVIN r1Ur[CIJIV, rNE=1VI.-MIVJ I rTC r'rRUrCIZ I T Ur BUTLER MFG. ITIS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CIN, MO 64102 COVERING &TRIM SED, S REV: DATE: BY, DESCRIPTION: BUILDER: North Valley Building Systems, Inc. CUSTOMER: Efficient Energy Concepts LOCATION: Durham, California PROJECT: Efficient Energy Concepts BUILDERS 16-974 BUTLER Butler ManufacturingSIB VPC VERSION: 2016.1 d JOB a: 16-023615-01 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DATE: 10/20/2016 DRAVVITCHECK: / RG DRAWING SCALE: NTS PAGE: 22 VPC FILENAME: 16-023615-01 10/182016 SEDSheet 16:26:54 a division of BlueScope BUldings NorthAmedca, Inc. "* ° GUSSETS WHEN REQUIRED BY DESIGN ALTERNATE BOLTING PLATE MEN h CJ�P /� DATE a1 TYP. REV_ DATE NO V STITCH 1 1/2" - 3 (10 GA. W®) 2 — 5 (3/16 & 1/4 WEB) 4 — 8 (5/16 — 1 /2 WEB) R ALTERNATE IP BOLTING ALTERNATE PLATE BOLTING PLATE ROWS OUT CJP 11 REV. nam HAUNCH COLUMN CONNECTION TO BOLTM WELD STD. REV_ DATE V STITCH —1- 1 1 /2" — 3 (10 GA. WEB) 2 — S (3/16 & 1/4 WEB) 4 — 8 (5/18 — 1/2 WEB) Rev_ DA TE in /121/14 REV_ PD. DZ 12. REV. "a m FRAME CONNECTION AT INTERIOR COLUMN Rev_ DATE WELD STD. MINIMUM RLLE:T WELD The Table below s9howe Code minimum velde far AISC & CSA/W59. If weld shown on Engtneering Weld Standard or an fabrication da�curnents are less than these, then the weld elze shown below re to be ue$C, booed on the m4terlcl thlcknees boing Jolned. AM TABLE J2.4 & AWSD1.1 5.8 MINIMUM { MAW FILLET WELD SIZE �u Baer Metal Threknm (T)" ainh I ASA in, mm in. mm T S 1/4 T< 6 1/8 3 1 /4 < T< 1 /2 T 12 S/16 J OR °*" GUSSETS WHEN REQUIRED BY DESIGN C+JP � 1 ROWS i OUT i Iwo srs�Jio 0 ALTERNA' BOLTING LOW SIDE HAUNCH CONNECTION FACE BOLTED WELD STD_ �— . @...a 1 /\C il/1V 1 N No. a1 E PLATE TYPICAL BASE PLATE CONNECTION BASE PLATE TO COLUMN WELD STD. GENERAL NOTES: THE FILLET WELD SHALL BE CONTINUOUSLY SUBMERGED ARC WELDED ONE SIDE OF THE WEB TO BOTH FLANGES AS ILLUSTRATED. THE MINIMUM FILLET WELD SIZE SHALL BE TAKEN FROM TABLE BELOW. 1 /Z < T <-3/+ 12 < T < 20 1/4 6 14M" FLLET we.D saEs (usn, offLoh & LUM) (AW801.1— TME NO) 3/4 < T 20 < T 5/1b 8 t THC"S9 * T = Thickness Df the thinner part joned (USA, CANADA & NEXICO) Aswumea low hydrogen wilding pracms using GMAW filler metal claoc ER70-3 (8-040A 20 0) ar SAW filler metal class F7A0— EM13K (F49R2—FM13K). FILLET WELD ASSEMBLY (AWS DIA -08 Sec 5.221) Oaps rn parte to be Ynad by fillet welds may have a gap of i 1 /16" wrth no adjustment In weld etze. Gaps > 1/16' but <J/16', fillet weld leg must be increased by the amount 4f the root apenlng. Gaps > 3/16', corrective work re requrred to bring parts nta acceptable contact, t" z Irmv. Na. m GENERAL WELD REQUIREMENTS WELD STD. *' GUSSETS WHEN REQUIRE BY DESIGN OR ROWS OUT ALTERNATE BOLTING PLATE OR CJP WIN OWS ALTERNATE DOLTING PLATE-.w,- '0' CJP sTlrcH ' 1 1 /2" — 3 (10 GA. WEB) / 2 — 5 (3/16 1/4 WEB) * / 4 — 8 (5/16 — 1/2 WM) Rev. a m -a1 3 4 REV. "a. 02 HIGH SIDE CONNECTION 11 BOLTED WELD STD. TCX—) OR (PCX—) OR PIPE COLUMN OM SHOP SPLICE BASE PLATE ASSETS WHEN REQUIRED BY DESI N i t ! R Hr I C.r� \ I %IVVL_. ALTERN ATE BOL11NO PLATE MV. a"TM1 "'+ "�' "°� o, BOLTED RAFTER SPLICE CONNECTIONS WELD STD_ 971 °A'� '2 '�" "° a1 TYPICAL BASE PLATE CONNECTION "�'' °"' '� '� "`" "a °' VARIOUS RANDOM SHOP SPLICE BASE PLATE TO COLUMN WELD STD_ SHOP SPLICE WELD STD. GENERAL NOTES; 1. SEE FRAME CROSS SECTION FOR BOLTING PLATE THICKNESS AND NUMBER OF ROWS OUT AND IN. 21 MIN. B 0 LT I N G PLATE WIDTH = FLANGE SI Z E (61f MIN.) 3. SIZE OF WELDS UNLESS NO A BASED 0 MATERIAL THICKNESS Es LSA l No. C 82293 �' m Exp. 3-3 -18 � RMV. DAM RCv. "D. a1 GEN ERA L NOTES FLUSH — UNS11FFENED [T9U3]1? o O ffac]p a Q O a a D a Q 4 a� G a o o D 12 13 14 51 52 53 EXTENDED — UNSTTFFEN ED 0 D a D O O O D G D a O a D a a p 4 0 p 4 4 4 0 4 4 4 0 0 4 O D 0 D D a D a 4 D a 31 32 33 71 72 73 EXTENDED — STIFFENED (GUSSET) 3/01R u� 1/40 6/18"3/T C O 1/2'0 6/b' 3/4' 1' 1 1/t� 4 0 1Q4A 1/8" 1/8' 1/8- 1/8' 1/8' 1/8- 1/s- 1/8' 1/e- I/r 1/8' WA I11r 1/�' 1Ar 1/d0 111r 1/0" 1/8" 1/6' 1/e' I/1!0 1/0' e- Virr 1/Ir 111r Ili- 1/Ir Ill' 1/BW I/60 3/160 3/180 3/180 1 40 1 /e' Ill' 1 /8- 1 /8- 1 /8' 1 /8- Ile 3/10' 3/1W 3/160 3/180 1 /8' 1 /8" 3/18- 3/18" S/16 3/18' 3/18- 3/1 d' 3/16 slier 3/18' 3 60 1 /e' 1/Ir 3/l e- I J/10' s/1 a' Vie" a/10- 3/18' 3/1 e' s/1 a' 3/100 1/20 1 /er 1 /d 311e 31115" S/16- .3/1 C 3/1 e- 3,A58 3/16' 311e 3/10- 6/$' Ver 1/I0 3/1 r 3/1 a' VI C 1/40 1/40 1 /4' 11r Ile 1/40 k 3/4' 11 1/E" 3/18' 3/1D' 3/18' 1/4, I/4' 6/16' 6/1B' 6/16' 6/l6' RMV_ DATE ! 9 IRMND. a, TYPICAL N 0 TE S TYPICAL SEC nON THRU BUILT—UP MEMBERS TCX—) OR (PCX—) OR PIPE COLUMN OM SHOP SPLICE BASE PLATE ASSETS WHEN REQUIRED BY DESI N i t ! R Hr I C.r� \ I %IVVL_. ALTERN ATE BOL11NO PLATE MV. a"TM1 "'+ "�' "°� o, BOLTED RAFTER SPLICE CONNECTIONS WELD STD_ 971 °A'� '2 '�" "° a1 TYPICAL BASE PLATE CONNECTION "�'' °"' '� '� "`" "a °' VARIOUS RANDOM SHOP SPLICE BASE PLATE TO COLUMN WELD STD_ SHOP SPLICE WELD STD. GENERAL NOTES; 1. SEE FRAME CROSS SECTION FOR BOLTING PLATE THICKNESS AND NUMBER OF ROWS OUT AND IN. 21 MIN. B 0 LT I N G PLATE WIDTH = FLANGE SI Z E (61f MIN.) 3. SIZE OF WELDS UNLESS NO A BASED 0 MATERIAL THICKNESS Es LSA l No. C 82293 �' m Exp. 3-3 -18 � RMV. DAM RCv. "D. a1 GEN ERA L NOTES FLUSH — UNS11FFENED [T9U3]1? o O ffac]p a Q O a a D a Q 4 a� G a o o D 12 13 14 51 52 53 EXTENDED — UNSTTFFEN ED 0 D a D O O O D G D a O a D a a p 4 0 p 4 4 4 0 4 4 4 0 0 4 O D 0 D D a D a 4 D a 31 32 33 71 72 73 EXTENDED — STIFFENED (GUSSET) 11 a o C O D a 4 a D o Q Q 4 0 o D a a a O O D 11 o a o a r a C Q D C a 1] lit o 0 a O a 10 D 13 D � 4 0 0- o a o a a r a e a D a a a o 0 0 o a v o � 4 34 41 42 43 81 82 63 Mrnimu m bolt epacrnq Is 3" U.N.Q. SEE 'BOLTED END—PLATE CONNECTION" SEC110N OF DESIGN CALCULATION FOR PLATE ID REv. GAM -01/113/14. IMV. Nam BOLTED END—PLATE CONNECTION LAYOUT