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HomeMy WebLinkAboutB15-0927 000-000-000+4 r - ae • Ilk dolt • • • • f `y 3 a, 15, -707�511- jO Z -PAR. -o Building Identification: Ensure that other buildings on site are identified with same s or named, but must be same I tandard as address. Buildings can be numbered lettered abel as staff on site uses. Access: An approved fire apparatus access road not less than 20 feet ' portions of the building. 530- _ wide shall be provided for access within 150 feet of all g 538 7888 to schedule a site visit prior to final to verify fire access markings. Y layout and Product Identification: Ensure signage compliant with NFPA 704 is posted as well product hazards are identified, p p duct identification labels and any other applicable Comply with butte county fire department & Cal Fire Requirements prior to Building Division Final. Contact Butte County Fire for requirements and inspections. (530) 538-7888 r' Butte County Building Accepted b� approved lens. Division as a part of appro ®iv�s .�, ranted by Review and Approval is g R r de a�,mer�t for another agency o p this item (, U 7ii — E C 0' 4, BUILM ell ♦/■j♦{ � ..r rt 1. ti +4 r - ae • Ilk dolt • • • • f `y 3 a, 15, -707�511- jO Z -PAR. -o Building Identification: Ensure that other buildings on site are identified with same s or named, but must be same I tandard as address. Buildings can be numbered lettered abel as staff on site uses. Access: An approved fire apparatus access road not less than 20 feet ' portions of the building. 530- _ wide shall be provided for access within 150 feet of all g 538 7888 to schedule a site visit prior to final to verify fire access markings. Y layout and Product Identification: Ensure signage compliant with NFPA 704 is posted as well product hazards are identified, p p duct identification labels and any other applicable Comply with butte county fire department & Cal Fire Requirements prior to Building Division Final. Contact Butte County Fire for requirements and inspections. (530) 538-7888 r' Butte County Building Accepted b� approved lens. Division as a part of appro ®iv�s .�, ranted by Review and Approval is g R r de a�,mer�t for another agency o p this item (, U 7ii — E C 0' 4, BUILM ell ♦/■j♦{ � ..r rt 1. DRAWING INDEX DRAWING RELEASE HISTORY GENERAL NOTES DRAWING TITLE PAGES TYPE DATE DESCRIPTION MATERIALS ASTM DESIGNATION COVER SHEET 1 Permit Drawings 4/23/2015 PERMIT SET- For Building Dept. Approval 3 PLATE WELDED SECTIONS A529, A572, A1011, A1018 GRADE 55 COLD FORMED LIGHT GAGE SHAPES A653, A1011 GRADE 60 NOTES 2 BRACE RODS A572, A510 GRADE 50 HOT ROLLED MILL SHAPES A36, A529, A572, A588, A992 GRADE 36 OR 50 U 'rL ANCHOR ROD PLAN 3 HOT ROLLED ANGLES A529, A572, A588, A992 GRADE 50 PRIMARY STRUCTURAL HOLLOW STRUCTURAL SECTION (HSS) A500 GRADE B 0 4-9 CLADDING A653, A792 GRADE 50 OR GRADE 80 SECONDARY STRUCTURAL 10-17 A325 & A490 BOLT TIGHTENING REQUIREMENTS COVERING IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLE REGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING A325 OR A490 BOLTS FOR MORE INFORMATION. Butler M SPECIAL DRAWINGS SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINE a division of BlueScope Buildings North America, Inc. THE BOLT TTIGHTNESS (I.E.-SNUG TIGHT OR PRE -TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION OR STANDARD ERECTION DETAILS ALL A490 BOLTS SHALL BE "PRE -TENSIONED". A325 BOLTS IN PRIMARY FRAMING AND BRACING CONNECTIONS MAY BE PLANOGRAPH DETAILS "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. CODES AND LOADS WHEN MULTIPLE BUILDINGS ARE INVOLVED, SPECIFIC LOAD FACTORS FOR DIFFERING OCCUPANCIES, BUILDING DIMENSIONS, HEIGHTS, FRAMING SYSTEMS, ROOF SLOPES, ETC., MAY RESULT IN DIFFERENT LOAD APPLICATION FACTORS THAN INDICATED BELOW. SEE CALCULATIONS FOR FURTHER DETAILS. WIND LOADS ARE APPLIED TO OVERALL BUILDING ENVELOPE. COMMON WALLS BETWEEN CONNECTED SHAPES ARE NOT SUBJECT TO EXTERNAL WIND LOADS. Building Code: 2013 California Building Code Based on Building Code:: 2012 International Building Code Roof Cover (Rev 1): Building Risk/Occupancy Category.11 (Staridard Occupancy Structure), Collateral Gravity. 3.00 psf (Not Including bldg wt) LIVE LOADS AND RAINFALL Roof Live Load 20.00 psf (Reducible) Rainfall: 4.00 inches per hour CONCRETE FOUNDATIONS Compressive Strength (Min.) - Pc: 3000 psi SNOW LOAD Ground Snow: 0.00 psf, Flat Roof Snow: 0.00 psf, Design Snow (Sloped): 0.00 psf Snow Exposure Category (Factor): 2 Partially Exposed (1.00) _- - Snow Importance: 1.000 Thermal Category (Factor): Unheated (1.20) WIND LOAD The 'Low Rise' Method is Used Wind Speed: 110.00 (85.21) mph, Wind Exposure: C Basic Wind Pressure: 23.75 psf Topographic Factor: 1.0000 Wind Enclosure: Partially Enclosed, 0.550 Note: All windows, doors, skylights and other covered openings must be designed for the specified above wind loads EARTHQUAKE DESIGN DATA Lateral Force Resisting Systems using Equivalent Force Procedure Mapped Spectral Response - Ss:61.00 %g, S1:27.10 %g Seismic Design Category. D (See Bolt Tightening Note Above) Seismic Snow Load: 0.00 psf Seismic Importance: 1.000 Soil Profile Type: Stiff soil (D, 4) Design Spectral Response - Sds: 0.5335, Sd1: 0.3357 - Ordinary Steel Moment Frames Frame Redundancy Factor:1.3000 Framing R -Factor: 3.5000, Frame Seismic Factor (Cs): 0.1524, Design Base Shear = 0.1524 W Ordinary Steel Concentric Braced Frames Brace Redundancy Factor: 1.3000 �Bracing R -Factor: 3.2500, Brace Seismic Factor (Cs): 0.164'?, Design Base Shear = 0.1642 W Q"YESSIp�,� �. BUTTE OQ COMITY MAY 1 2 201 ' co `. m IIS z 05014• A r / DEVELOPINIENT c1;���C =T rC �t� �,; EXP. 12/31/2015 � / -� , 1 �� `� 0 C y i PERMIT # f� Cl BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE ----S —� THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY BUTLER MANUFACTURING ONLY TO THE WORK PRODUCT OF BUTLER OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED 1540 GENESSEE ST. KANSAS CITY, MO 64102 COVER SHEET MFG. AND DESIGN AND PERFORMANCE IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR REQUIREMENTS SPECIFIED BY BUTLER. USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. 13UILDER NVBS ' 15-005201-01 THE BUTLER MFG. ENGINEER'S SEAL DOES 15 NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR CUSTOMER: DATE DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN LOCATIONN : BU�"LER 4/23/2015 Nelson, California oR,v�HEcK COMPONENT FURNISHED BY BUTLER EXCEPT ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL GPH / HA TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING PRarcT: Helena Butler Manufacturing REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VPc V�s�av: 2014.20 PACE eul�E,rs Par. 1 4/=15 15:48:13 a divislan of BlueScope Bindings North AnnAca Inc. VPC FLENAME 15.005201 v BUIL.DERICONTRACTOR 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 Mier. 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). DELIVERIES It is the responsibility of the builder to have adequate equipment available at the job site to unload trucks in a safe and timely manner. The Builder will be responsible for all retention charges from carriers as a result of job site unloading delays. Claims for damage or shorts MUST be noted on the Bill -of -lading or delivery receipt and filed against the carrier by the consignee as per Butler's Terms of Sales (F.O.B. Plant) under the Uniform Commercial Code. it is critical that damages or shorts be noted on the Bill -of -Lading or you have little recourse with the carrier. Immediately upon delivery of material, material quantities are verified by the Builder against quantities billed on the shipping document Neither the Manufacturer nor the carrier is responsible for material shortages against quantities billed on the shipping document if such shortages are not noted on the shipping documents upon delivery of material and acknowledged by the carriers agent. For materials concealed in bundles, boxes, or crates, shortages must be reported immediately upon unpacking. Should products get wet, bundled and crated materials must be unpacked and unbundled immediately to provide drainage of trapped moisture. See Erection Guide for proper job site storage procedure. SEALANTS Sealants shall be applied in strict accordance with Butler details or weather tightness will be compromised. Sealant must be applied in temperatures and weather conditions consistent with labeling. INDEPENDENT MEZZANINES Independent mezzanines must be designed by a professional engineer. The engineer must ensure that proper isolation from the Butler building has been provided to avoid structural damage due to differential movements, or inadvertently apply loads to the Butler structure. Butler accepts no responsibility for the design of the independent mezzanine. FIRE CODE COMPLIANCE it is the responsibility of the project design professional and builder to comply with local fire code regulations including consideration of, but not limited to, building use and occupancy, all building construction materials, separation requirements, egress requirements, fire protection systems, etc. Builder shall advise Butler of any special requirements to be furnished by Butler. FIELD MODIFICATIONS Modifications to this building from details and instructions contained on these drawings must be approved in writing by Butler Mfg. engineers, or other licensed structural engineer. This includes, but is not limited to, removal of roof or wall cladding, removing or moving any flange braces or rod braces, cutting of openings for doors, windows or RTU's, correction of fabrication errors, etc. The owner shall not impose loads to this structure beyond what is specified for this building in the contract documents. Butler Mfg. accepts no responsibility for the consequences of any unauthorized additions, alterations, or added loads to this structure. If the builder intends to invoice Butler Mfg. for modifications in excess of $1000, The builder must notify Butler Mfg. immediately, and obtain a Work Authorization from Butler Mfg prior to proceeding. All final claims must be submitted to Butler Mfg with all supporting documentation within 30 days of the building completion. Claims submitted without work authorizations, or after 30 days will not be accepted. Correction of minor misfits, shimming and plumbing, moderate amount of reaming, drilling, chipping / cutting and minor welding are considered by Code of Standard Practice to be part of erection are 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 nimble do not affect the structural integrity or weather tightness of the panels and is not grounds for rejection of panels. The Standing Seam joint detail is designed with an interlocking feature for ease of installation. However, it is imperative that installed Standing Seam panels be secured to the secondary structural members and properly seamed prior to departure from the job site each day. SKYLIGHTS Local building departments may require added fall restraint due to conditions that may affect the skylight structural integrity. It is the responsibility of the builder to determine and provide any added fall restraint under the skylight as may be required by your building department. RAIN WATER RUNOFF Drainage systems must be designed by the project professional to comply with code requirements. Butler is not responsible for drainage designs, overflow scuppers, down piping, etc. The project professional and contractor are responsible to ensure that primary drains and overflow devices such as scuppers and auxiliary drains are provided as required for the required rain intensity at the building perimeter and at valley conditions to prevent ponding. STEEL SHOP COAT The purpose of Butler's shop coat is to provide protection for the steel members during transportation, during temporary job site storage and during erection. Standard shop formulation is not designed to perform as a finish coat when exposed to environmental conditions. Members shall be kept free of the ground and properly drained during job site storage. it is the Builder's responsibility to ensure that if a finish coat is being applied over Butler shop coat that the painting contractor verifies compatibility between his finish coat and Butler's shop coat. BUTLER MFG. ACCREDITATIONS AND APPROVALS Fabricator Approvals IAS AC472 Approvals: (www.iasonline.org/Metal—BLdiding_Systems/MRhtrnl) Listed under BlueScope Buildings North America, Inc. City of Los Angeles, CA #FB00031; City of Houston, TX 767; City of Phoenix, AZ C19-02008; Clark County 43 & 833 Design Approvals IAS AC472 Approvals: (www.lasonline.org/Metal—BLdlding_Systems/MELhtmi) Listed under Butler Manufacturing, a Division of BlueScope Buildings North America, Inc. Canadian CSA A660 Certifications (httpJeng.cwbgroup.org/CertifiicatiorgPages/CertifiedCompanySearcKaspx) Listed under BlueScope Buildings North America, Inc. Engineering Certifications of Authorization USA—AR#576; FL#f30427; ID#C-2470; IL.#1184-002649; KS#E-29; MS#E-0592; MOVE -2010007736; NC#F-0998; OK#CA417OPE; SD#C-1787; TX#P4828; WV#C03059-00; CAN—AB#P08900; NS##30123; ON#100148796; and YT#PP134 BUTTE COUNTY BUILDING DIVISION APPROVED oFESS/0/, 0 AG< �t G) Go J m WC 75014 � � EXP. 1213 20 ` s OF C A�-\F 1J 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 REQUIREMENTSSPECIFIED BY BUTLER. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.REv BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 ERECTION NOTES DATE: BY: DESCRIPTION: BUILDER: NUBS CUSTOMER: LOCATION: Nelson, California PROJECT: Helena BUILDERSPO#: BUTLER - Butler Manufacturing VPC VERSION: 2014.2c JOB 15-005201-01 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: 423/2015 oRnwr.,,cHECK GPH / HA PAGE.- AGEREQUIREMENTS 2 DRAWING SCALE NTS r division of BlueScope Buildings North America, Inc. VPC FILENAME: 15-0os2o1 .. 4231201 S 15:48:14 r v • 6" 152mm o E - I Ln E N 0 E z LO J N WI H 2 1/211 �2 112" 64mm r—' 64mm L D1 (4)3/4" Dia. GR36 A.Rods Plate W=9" L=1'-6" Elev.-1001-0" o E I n L �o I E � N z in E r WIDTH 2 1/2" 2 1 /2" 64mm ( 64mm L 3 (4)3/4" Dia. GR36 A.Rods late W=9" L=1'-1" lev.-100'-0" N E � N 1 � = o Z in J N WIDTH 2 1/2"2 1/2" 64mm I—I 64mm II, 4 (4)3/4" Dia. GR36 A.Rods late W=9" L=1'-10" lev.=100'-0" a as FOR w LU J CO m UT �� T HARDENED WASHER 4" �102mm) PROJECTION BOTTOM OF COLUMN BASE PLATE ELEV. -TOP OF FOUNDATION - CONSIDER ANY SPACE BETWEEN THE FOUNDATION AND COLUMN BASE IN ANCHOR ROD ,LENGTH REQUIREMENT THE 4" PROJECTION ABOVE THE BOTTOM OF THE BASE PLATE IS A SUGGESTED MINIMUM TO ENSURE ADEQUATE ANCHOR ROD LENGTH, A DIFFERENT PROJECTION MAY BE REQUIRED BY THE FOUNDATION DESIGNER. THE ANCHOR ROD PROJECTION MAY NEED TO BE CUT OFF IF THERE IS INTERFERENCE WITH OTHER PARTS. SUGGESTED ANCHOR ROD PROJECTION It VARIES BOTTOM OF COLUMN BASE PLATE STD = 112" (13mm) FLUSH = 0" (Omm) TYPICAL COLUMN BASE PLATE DETAIL I I I z ID3 D1 D4; ; I I I I I I I I I I I I I I I I 1 I I 1 I I 1 I I I I I 1 i 1 I I I I I I I I I I I 1 I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ; I I j I I ; I I i I I I I I � I I i I I I I I I I I I I 1 ; I I ; I I ; I I i I I D4� D1 D3 r I 1 20'-0" - 20'-0^ 40'-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=36KS1). (ASTM F1554 GRADE 36) ANCHOR ROD LENGTH, EFFECTS OF EMBEDDED ANCHOR ROD EDGE DIMENSIONS AND METHOD OF TRANSFERRING FORCES FROM ANCHOR RODS TO FOOTINGS ARE TO BE DETERMINED BY OTHERS. 3. UNLESS OTHERWISE SPECIFIED, ANCHOR RODS ARE DESIGNED AND DETAILED AS "CAST -IN-PLACE" ANCHOR RODS WITH "SNUG TIGHT" CONNECTIONS. 4. FOUNDATION MUST BE LEVEL, SQUARE AND SMOOTH. ANCHOR RODS MUST BE ACCURATELY PLACED AS SHOWN ON THIS DRAWING OR STEEL WILL NOT FIT. THE BUILDER IS RESPONSIBLE FOR ACCURATE SETTING OF ANCHOR RODS PER AISC CODE OF STANDARD PRACTICE, SEC 7.5 VARIATIONS ARE SUMMARIZED BELOW; o, CENTERS OF ANY TWO AR'S WITHIN A COLUMN BASE GROUP; +-1/S" 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 10OFT., 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. BUTTE COUNTY BUILDING DIVISION APPROVED oQ,pFESSIp��` O 4 GO m EXP 12/312 15 -, r CIVI 0 C PL��O <•> 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 TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.Rev BUTLER MANUFACTURING 1640 GENESSEE ST. KANSAS CITY, MO 64102 AN ROD PLM DATE BY: DESORPTION: BUILDER: WBS cusroMeR: LOcATIOPt Nelson, California PROJECT: Helena BUILDERS PCW BUTLER Butler Manufacturing vPcvmsck 2014.20 15-005201-01 15- 1 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 2015 423/CHEC DRAyrrircr+ECK GPH / HA PAGE 1 3 DRAYVNCSCALE' NTS - -- -- -- - . • dtvWm of BlueScope Buldirge Nath Ammk*k Inc. WC FILENAME 15.0p=1 Bracing Part Schedule Part Qty Length 03RS2207 4 22'-7" 04RS2503 4 25'73" 1 6" Dimension Key Detail BR02H1 BR02H1 1. USE 12 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. VPC FILENAME 15 -Mol Em Cn r N 0 I LO (�)_v7 CX001 CX002 1 I I i � O i i F�s I j 2s i i Oma, i i i i ; j I ; I I ; j I ; j I ; j I ; j I i j 2 I Y LO O 00 p 0 O x CQ a a Ix , i ; j I ! , I I ; I Q3 I ; j I ; j I ; j I ; j I ; j I ; j I ; j 1 I i 03¢ i , I I '.......---------------- .....--------------------------------------------------------------------------------------- ..........i.._.____-___...........-.___________._...._.__________________.......________-...-.-......-.--.-_--.-.-.-----.-___________._... _.. F -H EPX001 i 220 ' i ! 03482 i 1 , ' I i I o p o 0 m OAS, XW x x 2s a j 01 I i ! ' i i h03 i tj i i I BL CX001 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. 19'-6" CX002 0'-0" PRIMARY AND ROOF BRACING PLAN Shape Name = Roof Cover (Rev 1) THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. 19'-6" CX003 PX002— BL CX003 BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE: 1 BY: 1 DESCRIPTION: DRAWING SCALE NTS BUTTE COUNTY BUILDING DIVISION APPROVED pCIESS1040- ���'� 0 A �F z C 75014 EXR 121311 41 0.i` �►, .�� C I \11��\r OF CP*\F PRIMARY AND ROOF BRACING PLAN BUILDER: NVBS CUSTOMER: LOCATION: Nelson, California PROJECT: Helena BUILDERS PON BUTLER Butler Manufacturing VPC VERSION: 2014.2c of BlueSoope Buildings North America, Inc. JOB # 15-005201-01 DATE: 4232015 DRAWN/CHECK GPH / HA PAGE 4 a division VPC FILENAME: 15405201 I Frame Member Schedule Part Mem Width Thick CX002 1 8.0000 .2500 RBX003 2 5.0000 .2500 .1345 3 5.0000 .2500 RBX003 4 5.0000 .2500 3'-1" 5 5.0000 .2500 CX002 6 8.0000 .2500 4 22'-3 1/2" Ridge Ht. 3 2 @ 3'-3 1/16" 2 11-111 1 8 1/2" F Dimension Key WebThk. Depthl Depth2 .1875 1'-0" 3'-1" .1875 2'-5" 1'-3" .1345 1'-3" 1'-9" .1345 1'-9" 1'-3" .1875 1'-3" 2'-5" .1875 1'-0" 3'-1" Approx.Lgth 17'-2 3/16" 27'-6 7/8" 27'-6 7/8" --- Approx.Weight 554# 591# 591# 17'-2 3/16" 554# 1.000:12---- -4 @ 5`0" -0" Bolt Connection & Plate Schedule Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo Dia. Length Thick. Out In A 6 A325 3/4" 2 1/2" 1/2" 2 1 Yes 0097284 B 10 A325 3/4" 2 1/2" 3/8" 1 4 Yes 0097284 —27'-71/8,, 1.000:12 @ 5' -0►'_ Frame Clearances Horiz. Clearance between members l(CX002) and 6(CX002): 47'-5" Vert. Clearance at member l(CX002): 17'-2 3/16" Vert. Clearance at member 6(CX002): 17'-2 3/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) r r - CA rn r-4 O o r' co N N 00 CD W N W CA N M O M O W W O O Om N rm N M T A 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. VPC FILENAME: 15-OMM1 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. 55'-0" FRAME CROSS SECTION AT FRAME LINES) 2 Shape Name = Roof Cover (Rev 1) Wall 4, Frame 2 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 REV. DATE: I BY: I DESCRIPTION: DRAWING SCAM VDRU`15 NTS 15:40: LU H H Vi 44 W �U) WW BUTTE COUNTY BUILDING DIVISION APPROVED �►- �'�`m Uj ( 5 Q 14 rn s� EXP. 1213 2 5 cv� or cA�-�� 1: FRAME CROSS SECTION AT FRAME LINE(S) 2 BUILDER: NVBS CUSTOMER: LOCATION Nelson, California PROJECT: Helena BUILDER'S PO# BUTLER Butler Manufacturing VPc VERSION 2014.2c of M d"irv— IJMh A-1— Y.r JOB #. 15-005201-01 DATE: 4/23/2015 DRANRV/CFECK GPH / HA PAGE 6 o .Iw.�i.... v Frame Member Schedule Part Mem Width CX003 1 8.0000 REX004 2 5.0000 17'-9 7/8" 3 5.0000 RBX005 4, 5.0000 .2500 5 5.0000 CX003 6 8.0000 EPX002 7 5.0000 Thick WebThk. Depthl Depth2 Approx.Lgth .2500 .1345 1'-9" 1'-9" 17'-9 7/8" .2500 .1345 1'-8" 9" 27'-6 7/8" .2500 .1345 9" 2'-3" 2 1/2" .2500 .1345 2'-3" 9" 27'-6 7/8" .2500 .1345 9" 1'-8" .2500 .1345 1'-9" 1'-9" 17'-9 7/8" .1345 .1345 9" 9" 2'-2 7/16" 0 I 0 N 4 22'-3 1/2" Ridge Ht. 3 2 @ 3'-3 1/16" 2 1'-1" 1 8 1/2" Dimension Key 458# 18# C 27'-7 1/811 1.000:12 a ON a A Plate 0 Bolt Connection & Plate Schedule .Weight Id Qty Grade Bolt Bolt 4 458# 58* 1/2" Dia. Length 4934 A 6 A325 3/4" 2 1/2" B 4 A325 3/4" 2 1/2" 490# C 2 A325 3/4" 2 1/2" 458# 18# C 27'-7 1/811 1.000:12 a ON a A Plate Rows Rows Thick. Out In 1/2" 2 1 1/2" 1 1 Washer PartNo Yes 0097284 Yes 0097284 0097284 B 27'-7 1/8" 1.000:12 4 @ 5'-0" 4 @ 5'-0" H N N O O Frame Clearances Horiz. Clearance between members 1(CX003) and 6(CX003): 50'-1" Vert. Clearance at member l(CX003): 17'-9 7/8" Vert. Clearance at member 6(CX003): 17'-9 7/8" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) PURLIN .. N 0 3X3X1/2 ANGLE BRACE K W sK-1 ANGLE BRACE coNNECTION FROM HANGAR Coum TO PURLIN I BL 1. USE 1/2 X 11/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. VPC FILENAME: 15-005201 27'-3" THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. I CL 55'-0" FRAME CROSS SECTION AT FRAME LINES) 3 Shape Name = Roof Cover (Rev 1) Wall 4, Frame 3 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. 27'-9" BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 REV: DATE: I BY: I DESCRIPTION: DRAWING SCALE: 112711015 NTS 16:10:21 BL I BUTTE COUNTY BUILDING DIVISION APPROVED °Fessionr���� � ,w �<V t' w Z C,5014 CXP 1213" 12 15 ; OF -\' ° FRAME CROSS SECTION AT FRAME LINE(S) 3 BUILDER: NVBS CUSTOMER: 15-005201-01 LOCATION: Nelson, California PROJECT: Helena BUILDER'S POS.. JOB r 15-005201-01 DATE: BUTLER 4/23/2015 ® DRAVWVCHECK Butler Manufacturing GPH / HA PAGE: T VPC VERSION: 2014.2C 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. GATE: 05/10/10 IREV. NO. 01 BR02H1 1/2" x 1 1/2" I BOLTS (49080) FILL ALL HOLES NOTE: CLIP MAY BE SHOP WELDED TO RAKE BEAM 3-01 ATE ENDPG�, ROD BRACING THRU ROD SLOT COLUMN SHOWN / RAFTER SIMILAR REV. DATE: 06/21/11 1 REV. N0. 01 PF10CA FULL FRAME RAKE BEAM TO P 2" A325 OVLIJ \LIV;nf 4) 3 -PLATE ENDPOST TO FULL FRAME FULL FRAME ENDWALL COLUMN^��� HAUNCH ROD SLOT BACKIN( PLATE MAY EXIST HARDWARE INSTALLEI IN THIS ORDER: HILLSIDE WASHER FLAT WASHER "B" FLAT WASHER "A" HEX NUT WHEN PART MARK IS ACCOMPANIED BY (2). THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. WASHERS REV.OATE:ORO2J1 NO. Oz 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 043558 7/8" 095237 095947 095948 043658 1" 095238 095948 095949 043659 1 1/8" 1 095239 1 095949 1 D95949 043659 REV. GATE: 05/10/10 IREV. NO. 01 BR02H1 1/2" x 1 1/2" I BOLTS (49080) FILL ALL HOLES NOTE: CLIP MAY BE SHOP WELDED TO RAKE BEAM 3-01 ATE ENDPG�, ROD BRACING THRU ROD SLOT COLUMN SHOWN / RAFTER SIMILAR REV. DATE: 06/21/11 1 REV. N0. 01 PF10CA FULL FRAME RAKE BEAM TO P 2" A325 OVLIJ \LIV;nf 4) 3 -PLATE ENDPOST TO FULL FRAME FULL FRAME ENDWALL COLUMN^��� HAUNCH ROD SLOT BACKIN( PLATE MAY EXIST HARDWARE INSTALLEI IN THIS ORDER: HILLSIDE WASHER FLAT WASHER "B" FLAT WASHER "A" HEX NUT OLES RODS 7 *0 0 BRACE 1-1 ° - WHEN PART MARK IS ACCOMPANIED BY (2). THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. WASHERS REV.OATE:ORO2J1 NO. Oz ROD DIA. NUT A B HILLSIDE 3/8- 095321 096408 46040 043657 1/2" 095230 095872 095946 043657 5/8—d 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 1 095949 095949 043659 OLES RODS 7 *0 0 BRACE 1-1 ° - CLIP REO'D W/ THICK n e ^rr BRACE ¢ FRAME BRACE LOCATION I LOCATION ------------- - ROOF SECONDARY MEMBER FLANGE BRACE (CFS—) OR (HFB—) FLANGE BRACE WILL TYPICALLY CONNECT TO THE WEB OF THE FRAME MEMBER. 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 *FFIIE000CCC LENGTH CODE INSULATION 18 1 3 0 1 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) O S Z 1 9 1 1 4 1 7----- *** F F I I E G G DEPTH T LENGTH GAGE ADJUST.CODES ALTERNATE CONNECTIONS SHAPE SECONDARY (SPECIAL) FLANGE BRACE REQUIREMENTS: 0 0 1 0 8 Z 1 9 1 1 4 1 7--- RULE#1- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. ' * * * * * F F I I E G G * * ' RULE#2— SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON COUNTER DEPTH& LENGTH GAGE ADJUST.CODES CROSS SECTION IS NOT ACCOMPANIED BY (2). SHAPE RULE#3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB ROD BRACING CX*** = COLUMN (PLATE) BASIC ERECTION GUIDE REQUIRED FOR THIS PROJECT: CGX*** = COLUMN (GAGE) WCX*** = COLUMN (HOTROLL) REFER T0: [77WI DESPAN STRUCTURAL SYSTEM RBX*** =RAFTER (PLATE) BGX*** = RAFTER (GAGE) 2013 INSTALLATION GUIDE WRX*** = RAFTER (HOTROLL) TRX*** = TRUSS RAFTER ICX*** = INTERIOF 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 DCE*** = 10" GAGE POST WHEN PART MARK IS ACCOMPANIED BY (2). THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. RS = THREADS BOTH ENDS REV.OATE:ORO2J1 NO. Oz SIDEWOD BALL RACING SHOWN / RAFTER SIMILAR DESCRIPTION: CLIP REO'D W/ THICK n e ^rr BRACE ¢ FRAME BRACE LOCATION I LOCATION ------------- - ROOF SECONDARY MEMBER FLANGE BRACE (CFS—) OR (HFB—) FLANGE BRACE WILL TYPICALLY CONNECT TO THE WEB OF THE FRAME MEMBER. 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 *FFIIE000CCC LENGTH CODE INSULATION 18 1 3 0 1 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) O S Z 1 9 1 1 4 1 7----- *** F F I I E G G DEPTH T LENGTH GAGE ADJUST.CODES ALTERNATE CONNECTIONS SHAPE SECONDARY (SPECIAL) FLANGE BRACE REQUIREMENTS: 0 0 1 0 8 Z 1 9 1 1 4 1 7--- RULE#1- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. ' * * * * * F F I I E G G * * ' RULE#2— SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON COUNTER DEPTH& LENGTH GAGE ADJUST.CODES CROSS SECTION IS NOT ACCOMPANIED BY (2). SHAPE RULE#3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB ROD BRACING CX*** = COLUMN (PLATE) BASIC ERECTION GUIDE REQUIRED FOR THIS PROJECT: CGX*** = COLUMN (GAGE) WCX*** = COLUMN (HOTROLL) REFER T0: [77WI DESPAN STRUCTURAL SYSTEM RBX*** =RAFTER (PLATE) BGX*** = RAFTER (GAGE) 2013 INSTALLATION GUIDE WRX*** = RAFTER (HOTROLL) TRX*** = TRUSS RAFTER ICX*** = INTERIOF 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 DCE*** = 10" GAGE POST BUTLER O REV. DATE:01/30/14 I REV. N0. 00 ENB002 BASIC ERECTION GUIDE -STRUCTURAL �QQo�Esslo�,���� 0 AG�� C75014 LU � A ., 41 EXP.121 112015 �; BUTTE COUNTY BUILDING DIVISION�,� APPROVED BOF C[\\ 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. _- WHEN PART MARK IS ACCOMPANIED BY (2). THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. RS = THREADS BOTH ENDS RULE#4- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE 0 3 R S 2 5 1 0 RT = THREADS ONE END - CLEVIS ONE END DESCRIPTION: CENTER OF THE BUILDING. I E* * F F I I RU = CLEVIS BOTH ENDS RULE#5- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME DIA LENGTH SIDE OF THE FRAME WEB. RP =THREAD BOTH ENDS - NO HILLSIDES ** 10" & 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. oRA>NNicr+Ecic GPH / HA REV, DATE 08/29/12 REV. N D 01 MARK NUMBER K E Y REV. GATE 07/0,/09 REv. N0 00 TYPICAL FLANGE BRACE CONNECTIONS BR06AE CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN EN50B1 COMMON GENERATED MARK NUMBERS BUTLER O REV. DATE:01/30/14 I REV. N0. 00 ENB002 BASIC ERECTION GUIDE -STRUCTURAL �QQo�Esslo�,���� 0 AG�� C75014 LU � A ., 41 EXP.121 112015 �; BUTTE COUNTY BUILDING DIVISION�,� APPROVED BOF C[\\ 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. _- THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 PRIMARY BRACING SEDS REV. DATE BY: DESCRIPTION: BUILDER: NUBS CUSTOMER: LOCATION Nelson, California PRo.,ECT: Helena BUILDERS Pon m dNision BUTLER Butler Manufacturing 'PC VERs",' 2014.2c of BweScope Buildings North Amerim Inc. poen: 15-005201-01 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: 423/2015 oRA>NNicr+Ecic GPH / HA PAGE 8 71 DRnwINGSCALE: NTS --- -- -- .- . VPC FILENAME 15405201 "*"GUSSETS WHEN REQUIRED BY DESIGN "*11 GUSSETS WHEN REQUIRED BY DESIGN "*"GUSSETS WHEN REQUIRED BY DESIGN STITCH OR "*" GUSSETS WHEN REQUIRED BY DESIGN - OR TYP 1 1/2" — 3 (10 GA. WEB) CJP _ "_--- CJP TYP 2 — 5 (3/16 & 1/4 WEB) -------------------------------------------------=----.. ALTERNATE 4 — 8 (5/16 — 1/2 WEB) BOLTING PLATE if ROWS ' l ROWS CUT -ROWS - "ROWS OUT OUT OUT TYP ALTERNATE * BOLTING TYP PLATE , OR ALTERNATE ROWS CJP BOLTING OR � OR ROWS ROWS • ALTERNATE PLATE ALTERNATE ROWS _ ALTERNATE - IN ININ -_----._ ---- ,• 11 BOLTING - -_ IN __-- BOLTING `•• --- BOLTING ----------- - OR PLATE ;' - -- ------ PLATE - - PLATE _ - RIDGE CJP •' AN OR RA�rER ROWS " COP ••;,- OR , ` - ROWS OUT CJp CJP STITCH ,1 1/2" — 3 (10 GA. WEB) STITCH 2 — 5 (3/16 & 1/4 WEB) 1 1/2" — 3 (10 GA. WEB) CJP * 4 — 8 (5/16 — 1/2 WEB) ALTERNATE OR CJp * 2 — 5 (3/16 & 1/4 WEB) * BOLTING 4 — 8 (5/16 — 1/2 WEB) PLATE REV. DATE: 01113/14 REV. NO. 02 HAUNCH / COLUMN CONNECTION REV. DATE: 01nsn1 REV. NO. 02 LOW SIDE HAUNCH CONNECTION REV. DATE: 01/1311/ REV. NO. 02 HIGH SIDE CONNECTION REV. DATE: 01/13/14 REV. NO. 02 BOLTED RAFTER SPLICE CONNECTIONS TOP BOLTED WELD STD. FACE BOLTED WELD STD. BOLTED WELD STD. WELD STD. STITCH 1 1/2" — 3 (10 GA. WEB) COLUMN (CX—) OR (IC COLUMN (TCX—) OR (PCX— ) 2 — 5 (3/16 & 1/4 WEB) CJp 4 — 8 (5/16 — 1/2 WEB) I l l CJZ FLANGE CHANGE CONNECTION SPLICE TUBE OR PIPE COLUMN 07P STIFF. (S.W.) ----------------------� CJP I RANDOM SHOP SPLICE CJP BASE PLATEBASE l PLATE TYP. ' CJP DESIGN MMER DEPTH _I r� REV. DATE: 2123112 REV. NO. 01 FRAME CONNECTION AT INTERIOR COLUMN WELD STD. REV. DATE: 2/13/12 REV. NO. O1 TYPICAL BASE PLATE CONNECTION BASE PLATE TO COLUMN WELD STD. REV.DATE: 2/23/12 REV.NO. 01 TYPICAL BASE PLATE CONNECTION BASE PLATE TO COLUMN WELD STD. REV, DATE: 2123112 REV. NO. 01 VARIOUS RANDOM SHOP SPLICE SHOP SPLICE WELD STD. MINIMUM FILLET WELD FLUSH - UNSTIFFENED The Table below shows Code minimum welds for AISC & CSAM59. If weld shown on Engineering Weld Standard or on fabrication LANGE PLAT ORAL NOTES: GENERAL NOTES: 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 documents are less than these, then the weld size shown below THE FILLET WELD SHALL BE CONTINUOUSLY o 0 0 0 0 0 Is to be used, based on the material thickness being joined. SUBMMERGED ARC WELDED ONE SIDE OF THE 1. SEE FRAME CROSS SECTION FOR BOLTING PLATE o 0 0 0 0 0 0 0 AISC TABLE J2.4 b AWSD1.1 5.8 MINIMUM GMAW FILLET WELD SIZE WEB TO BOTH FLANGES AS ILLUSTRATED. EB PLATE THE 14INIMgM FILLET WELD SIZE SHALL BE THICKNESS AND NUMBER OF ROWS OUT AND IN. 0 0 0 0 52 53 54 /_W T= FRCM TABLE BELOW. 11 12 13 14 51 Minimum Size Base Metal Thickness (T)' of Fillet Weld Z. MIN. BOLTING PLATE WIDTH = FLANGE SIZE (6" EXTENDED -UNSTIFFENED in, mm In. mm T<114 T<6 118 3 MIN.) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 114<T<112 T<12 3/16 5 L V MIN. U 0 0 0 0 0 0 0 0 3. SIZE OF WELDS UNLESS NOTED ARE BASED ON o o 0 0 MINIMUM FILLET WELD SIZES (USA, CANADA & MEXICO) (AWSD7.1-TABLE5.6) 112<T<3/4 12<T<20 114 6 314<T 20<_T 5116 8 MATERIAL THICKNESS FLANGE THICKNESS 31 32 33 71 72 73 rOR " T = Thickness of the thinner part joined (USA, CANADA & MEXICO) THICKNESS 1/4" 5/16" 318' 112• 5/e" 314" 1• 111a" 1114" 1O1M"R Assumes low hydrogen welding process using GMAW filler metal LESS EXTENDED -STIFFENED (GUSSET) 100A 118" ire" 1181 1/e" fro- 118" fro" fro" fro" fro- fro" class ER70-3 (B-G49A 2C G3) or SAW filler metal class F7A0- EM13K (F49A2-FM13K). 0 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 eoA 118" 118" ire' 1ro- fro" fro" fro• fro" fro" Ole" fro" 3116" fro' fro' fro' fro" 1/e" 118• fro- 1/0-3116- 3116- =r16• FILLET WELD ASSEMBLY (AWS 131.1-06 Sec 5.22.1) O O 0 O O 0 O O O O O 0 0 O O 0 0 O 114" fro" 118" 118" 118" 118" 1/0. 118" 3116' 3/16• 3116" 3/16" o 0 0 0 0 0 0 0 Gaps In parts to be joined by fillet welds may have a 0 0 0 0 6116- 118" lie. 3116- 3116• 3146" 3146" 3/16• 3116" 3/16- 3116- 1116" gap of < 1116" with no adjustment in weld size. aro" fro" 1ro" 3116" 3/16" 3116" 3/16" 3116' 3116" 3/16" 3116" 3/16" Gaps > 1116" but < 3116", fillet weld leg must be increased 112" fro" fro- 3116" 3116" 3116- 3/16" 3116" 3/16" 3116- 3116• 3/16" by the amount of the root opening.41 42 43 81 82 83 618" fro" 118" 3116" 3116' 3146• 114" 114" 114• 114" 114• 114" Minimum bolt spacing is 3" U.N.O. Gaps > 3116", corrective work is required to bring parts > 314- fro" 118" 3116• 3116- 3116- 114" 114" er16• 31u- 6116• 5116- ;IEE "BOLTED END-PLATE CONNECTION" SECTION OF DESIGN CALCULATION FOR PLATE ID Into acceptable contact REV. DATE: 2123/12 REV. NO. 01 GENERAL WELD REQUIREMENTS REV. DATE: 2n3/12 REV. NO. Ot TYPICAL NOTES REV.DATE: 2/23112 REV. NO. 01 GENERAL NOTES REV. DATE: 01/13114 REV. NO. 03 BOLTED END-PLATE CONNECTION LAYOUT WELD STD. TYPICAL SECTION THRU BUILT-UP MEMBERS Q p�ESS1OA/4, dol co . m 4. r , C IN14. BUTTE COUNTY E;;P.1213 2 �`� BUILDING DIVISION �.,•s APPROVED .�OFC��-�� THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY BUTLER MANUFACTURING MRD50 DRAWING ONLY TO THE WORK PRODUCT OF BUTLER OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED 1540 GENESSEE ST. KANSAS CITY, MO 64102 MFG. AND DESIGN AND PERFORMANCE IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR REV: DATE: BY: DESCRIPTION: BUILDER: NVBS JOB,/ 15-005201-01 REQUIREMENTS SPECIFIED BY BUTLER. USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR CUSTOMER: BUTLER THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR DATE: 4/23/2015 DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN LOCATION: Nelson, California ® DRAWWCMECK COMPONENT FURNISHED BY BUTLER EXCEPT ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL PROJECT: HelenaG Butler Manufacturing PH / HA PAGE: TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING DRAWING SCALE: NTS REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUILDER'S Pock VPC VERSION: 2014.2C 9 ._-_-._ ........ a division of BlueScooe Buildings North America, Inc. VPC FLENAME: 15-005201 BRACE ¢ FRAME BRACE INT. FRAME INT. FRAME ROOF LOCATION LOCATION SECONDARY INTERIOR BAY MEMBER ROTATE REV. 0 0� CHANNELST-L= TO ALIGN (1) PURLIN BRACE 0 1 0 0 0 0 �_ — --------------- 0 0l --- — HOLES FLANGE BRACE CHANNEL (CFO—) OR (HFB—) CLIP REO'0 W/ (2) PURLIN BRACE 0 O THICK FLANCES FLANGE BRACE WILL TYPICALLY WITH DROP CONNECT TO E WEB OF THE \ .r FRAME MEMBER. 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" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. REV. OATE:07/01/09 1 REV. N0. 00 TYPICAL FLANGE BRACE CONNECTIONS BR06AE CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN ERECTION NOTE: WHEN A CHANNEL BRACE DOES NOT LINE UP WITH ANOTHER CHANNEL BRACE OR THE SLOTS IN THE PURLIN WEB FOR A DROP PIN CONNECTION BEND THE CHANNEL TABS TOWARD THE PURLIN WEB AND USE A SELF -DRILLER (55307) TO ATTACH. (2) 1/4-14 x 1 1/4" STRUCT. SCREWS1/4 STRUCT. SCREWS (55307) (55307) CHANNEL CHANNEL _ BRACE BRACE (CPB-) (CPB-) PURLIN USE WHEN CHANNEL BRACE USE WHEN CHANNEL BRACE DOES LINE UP WITH THE DOES NOT LINE UP WITH SLOTS IN THE PURLIN WEB. THE SLOTS IN THE PURLIN WEB. LREV. BR0DATE:04/01/11 REV, N0. 01 CHANNEL BRACE ENDING AT PURLIN WEB 9JG SELF -DRILLER WITH BENT TABS NOTE: IL­ 1. SEE CHART FOR RIDGE BRACE ASSEMBLY SELECTION. 2. NEST CHANNELS TO ACHIEVE U,5" BETWEEN HOLES AND CHANNEL USE DROP PINS TO SECURE. PURLIN BRACE SECTION (CPB-)(TYP.) (2) 1/4" x 6 1/4" R j DROP PINS (097556) II 0 REV. WE 07/01/09 1 REV. NO. OD BR09PH \. IPURLIN (1) 1 /4" X 6 1/4" DROP PIN (097556) (TYP. PER EACH END) SINGLE CHANNEL PURLIN BRACE INTERMEDIATE LOCATION LL= ADJUST. CODES GAGE NCHES LENGTH FEET millimeters SHAPF DEPTH SHAPE GAGE 07=7' ZS=ZEE 11 =0.113 08 = 8 1/2" CS = CEE 12 = 0.098 10 = 10" ES = LOW EAVE STRUT 13 = 0.068 1 1 - 11 1/2" HS = HIGH EAVE STRUT 14 = 0.079 BB = BACK TO BACK CEE FB = FACE TO BACK CEE 15 = 0.073 FF = FACE TO FACE CEE 16 = 0.068 17 = 0.060 CHANNEL PURLIN BRACE (CPB-)(TYP.) I. USE (1) 11 /32" X 1 1/4" T-45 GRAY SCRUBOLT (097352) SCRUBOLT NUT (097267) HEAD OF SCRUBOLT TO BE ON OUTSIDE OF EAVE STRUT -i f_�� USE (2) 1/2" GALV. HEX NUTS (47120) LOCATE (1) NUT ON EACH SIDE OF PURLIN USE TCP HOLE OF ANTI -POLL CLIP IF PRESENT. PURLIN 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 n FACE OF EAVE STRUT � PURLIN BR09JG EAVE PURLIN BRACE USE (2) 1/2" GALV. HEX EAVE DETAIL EAVE STRUT (PBA-) AT 8 1/2", 10", NUTS (47120) LOCATE (1) STRUT BRACE STRAP 11 1/2" PURLINS NUT EACH SIDE OF PURLIN L 1/4" X 1/4" ESBSI AT 8 1 2, AT 7' PURLIN DROP/PIN (097556) 10" 11 )1 /2" EAVE STRUT (NOT REQ. EAVE PURLIN (TYP. PER EACH END) (JCP051050) AT 7" EAVE STRUT TO 7" EAVE STRUT) BRAE APPY PURLIN ( )( ) 11 PURLIN STRUT NOTE: SEE ERECTION DRAWINGS FOR LOCATION FOR LOW OR HIGH EAVE LOCATIONS. REV. 0A1E07/01/D9 REV NO OD SINGLE CHANNEL PURLIN BRACE REV DATE -01/07/13 REV NO. 04 EAVE BRACE STRAP AND EAVE PURLIN BRACE REV DATE:11/26/12 REV. NO. EAVE STRUT BRACE BR09JH ENDING AT PURLIN WEB LOCATION BR09K2 LOCATED AT EAVE - CENTERLINE OF FRAME BR09K5 REV. WE: 07/01/D91REV. NO OD BR09PK 48` LIP CHANNEL RIDGE BRACE ASSEMBLY SINGLE BRACE AT SYMMETRICAL RIDGE 2 1/2„ REV. CAT E. 0 7/1) 1 /09 1 REV. NO.00 SPECIAL SECONDARY PART MARK KEY �11REV. DATE: 07/01/09 REV. NO 00 EN51 B2 COMMON GENERATED MARK NUMBERS EN53F1 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. vPC FLENAME: 154)oSy01 cV co 2 5/8" PURLIN AND GIRT SIZES 8 1/2" 216mm (4) PURLIN BRACEF (4) PURLIN BRACE ] ] ] CHANNELS I CHANNELS 3„ TYPICAL 3„ TYPICAL LinCLUSTER CLUSTER STANDARD NOTES: STANDARD NOTES: � DEPTH - PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES. - PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES. 07 = 7" THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: 08 = 8 1/2" 0 - DO NOT INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. 0 - DO NOT INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. 10 = 10" ] - INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. ] - INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS. SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS. PURLIN - INSTALL PURLIN BRACES AT THE RIDGE AND WORK TOWARD THE EAVE. - INSTALL PURLIN BRACES AT THE RIDGE AND WORK TOWARD THE EAVE. - CHANNEL BRACE MAY BE LOCATED IN 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.oa PURLIN BRACE CLUSTER LOCATION REV. OATE:07/01/09 REV. NO. 00 PURLIN BRACE CLUSTER LOCATION REV. DATE: 07/01/09 REV, NO. 00 BR09RYEND BAY CHANNEL LOCATION BR09RZ INTERIOR BAY CHANNEL LOCATION EN51 B 1 Cl, EPC2 OR EPC3 WELDED CLIP CONNECTION OLTS e ` ALT. CONNECTION 8 PG1 CLIP (BOLTED) I o 1 i BOLTED CLIP CONNECTION (REFER TO CROSS SECTION) ALT. CONNECTION 7" & 8 1/2" PURLINS DATF-01/27/1' REV' N0.01 PURLIN CONNECTION AT INTERIOR FRAME RS01 T1 I CONTINUOUS PURLINS THE BUTLER MFG. ENGINEER'S SEAL APPLIES END FRAME INT. FRAME INT. FRAME INT. FRAME ONLY TO THE WORK PRODUCT OF BUTLER f NEST AND END BAY INTERIOR BAY IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR ROTATE REV. DATE: BY: CHANNELST-L= TO ALIGN (1) PURLIN BRACE 0 1 0 0 (1) PURLIN BRACE 0 O 0 HOLES CHANNEL CHANNEL ADJUST. CODES USED SECUUREO (2) PURLIN BRACE 0 O GAGE WITH DROP CHANNELS (2) PURLIN BRACE � Q > > EIGHTHS PINS (3) PURLIN BRA > > CHANNELS INCHES LENGTH COMPONENT FURNISHED BY BUTLER EXCEPT CHANNELSCE > FFFT (millimeters) REV. WE: 07/01/D91REV. NO OD BR09PK 48` LIP CHANNEL RIDGE BRACE ASSEMBLY SINGLE BRACE AT SYMMETRICAL RIDGE 2 1/2„ REV. CAT E. 0 7/1) 1 /09 1 REV. NO.00 SPECIAL SECONDARY PART MARK KEY �11REV. DATE: 07/01/09 REV. NO 00 EN51 B2 COMMON GENERATED MARK NUMBERS EN53F1 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. vPC FLENAME: 154)oSy01 cV co 2 5/8" PURLIN AND GIRT SIZES 8 1/2" 216mm (4) PURLIN BRACEF (4) PURLIN BRACE ] ] ] CHANNELS I CHANNELS 3„ TYPICAL 3„ TYPICAL LinCLUSTER CLUSTER STANDARD NOTES: STANDARD NOTES: � DEPTH - PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES. - PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES. 07 = 7" THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: 08 = 8 1/2" 0 - DO NOT INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. 0 - DO NOT INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. 10 = 10" ] - INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. ] - INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS. SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS. PURLIN - INSTALL PURLIN BRACES AT THE RIDGE AND WORK TOWARD THE EAVE. - INSTALL PURLIN BRACES AT THE RIDGE AND WORK TOWARD THE EAVE. - CHANNEL BRACE MAY BE LOCATED IN 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.oa PURLIN BRACE CLUSTER LOCATION REV. OATE:07/01/09 REV. NO. 00 PURLIN BRACE CLUSTER LOCATION REV. DATE: 07/01/09 REV, NO. 00 BR09RYEND BAY CHANNEL LOCATION BR09RZ INTERIOR BAY CHANNEL LOCATION EN51 B 1 Cl, EPC2 OR EPC3 WELDED CLIP CONNECTION OLTS e ` ALT. CONNECTION 8 PG1 CLIP (BOLTED) I o 1 i BOLTED CLIP CONNECTION (REFER TO CROSS SECTION) ALT. CONNECTION 7" & 8 1/2" PURLINS DATF-01/27/1' REV' N0.01 PURLIN CONNECTION AT INTERIOR FRAME RS01 T1 I CONTINUOUS PURLINS THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY BUTLER MANUFACTURING ONLY TO THE WORK PRODUCT OF BUTLER OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED 1540 GENESSEE ST. KANSAS CIN, MO 64102 MFG. AND DESIGN AND PERFORMANCE IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR BUILDER'S POJt: REV. DATE: BY: DESCRIPTION: REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN COMPONENT FURNISHED BY BUTLER EXCEPT ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING DRAWING NTS REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. SHAPE L, = ULL E = LOW EAVE STRUT H = HIGH EAVE STRUT SHAPE GAGE 11 = 0.113 12 = 0.098 13 = 0.088 14 = 0.079 15 = 0.073 16 = 0.068 17 = 0.060 SECONDARY PART MARK NUMBER COMMON GENERATED MARK NUMBERS %Q QFEssro�,�� ' ' <,O O co �n 1�� C7Jpi�'r BUTTE COUNTY BUILDING DIVISION clvU� APPROVED OFC ROOF SECONDARY SED'S BUILDER: NVBS CUSTOMER: LOCATION Nelson, California PROJECT: Helena BUILDER'S POJt: BUTLER Butler Manufacturing we vFRs10N: 2014.20 of BIueScope EhAdings North Arnerioa. Inc. JOB A 15-005201-01 DATE: 4/232015 DRAVOMHECK GPH / HA PAGE 11 a division — — GC1 AT 7"/8 1/2" (WELDED) EPC3 AT 10"/11 1/2" (WELDED) PG1 CLIP BOLTED — ALL DEPTHS ® I REFER TO CROSS SECTION. I 11 DBAY )OF IRLIN REV. DATE!03/27/12 I REV. N0. 01 PURLIN CONNECTION TO END FRAME RS02T1 CONTINUOUS PURLINS 3OLT (49080) AND NUT (47120) 'OR ALL SECONDARY CONNECTIONS. ;T OF THE STABILITY OF THE DPERLY INSTALLED PRIOR TO ERECTION IPONENT IS PROHIBITED. EAVE STRUT - BRACE STRAP (ESBS1) ,® II 14' SII 1 I SHIM PLATE (SEE CHART) PLATE (EAP1) SIDEWALL COLUMN SHIM PLATE ROOF PITCH RANGE PART NUMBER .25 TO 1.99 N/A 2.0 TO 2.49 N/A 2.5 TO 3.49 ESH 1 3.5 TO 4.00 ESH2 SAVE STRUT (4) 1/2" A307 THIN HEAD BOLT (096636) & NUT (095032) ROOF BEAM * USE 1 /2" X 2" A325 BOLT (097280) IN LIEU OF (49080) BOLT EAVE STRUT AND EAP1 PLATE TO FRAME W/ (8) 1/2" X 1 1/2" * A325 BOLT (49080)* LOW EAVE STRUT SHOWN — HIGH EAVE STRUT USES SIMILAR PARTS. REV, DATEXI/29/1J 1 REV. NO.OJ EAVE STRUT W/ ATTACHMENT PLATE RS12PE 11 INTERIOR FRAME 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. NOTE: EAP2 PLATE ONLY REO'D. WHEN CALLED OUT ON FRAME CROSS SECTION SHIM PLATE (SEE CHART) PLATE (EAP2) SIDEWALL COLUMN SHIM PLATE ROOF PITCH RANCE PART NUMBER .25 TO 1.99 N/A 2.0 TO 2.49 N/A 2.5 TO 3.49 ESH1 3.5 TO 4.00 1 ESH2 ROOF BEAM * USE 1,12" X 2" A325 BOLT (497280) IN LIEU OF (49080) BOLT EAVE STRUT AND EAP2 PLATE TO FRAME W/ \ (6) 1/2" X 1 112" A325 BOLT (49080)* pp �' ++1'-0' AT 7" & 8 1/2" OUTSET `rFTi�l 1'— 3" AT 10" & 11 1/2" OUTSET LOW EAVE STRUT SHOWN - HIGH EAVE STRUT USES SIMILAR PARTS, REV. DATED+/25/13 IREV. Na 0111 EAVE STRUT W/ ATTACHMENT PLATE RS12PF END FRAME THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. * BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 oQRapFESS/o O Chi <70 � �'D C 7 5 014 m c' BUTTE COUNTY ;\ BUILDING DIVISION ` APPROVED ROOF SECONDARY SED'S REV. DATE BY: DESCRIPTION: BUILDER: NUBS CUSTOMER: LOCATION: Nelson, California PROJECT: Helena DRAWING SCALE NTS BUILDERS PC* W-1jrNl o ,OF 21VZ�-Of= CP1-\F� BUTLER Butler Manufacturing \PC VERSION. 2014.2c m of BlueSmoe Buildinm North America Inc. JOB or. 15-005201-01 DATE: 4/2312015 DRAWN FECK GPH / HA PAGE 12 ■ flmk NoPC FLENPME 15-005201 Bracing Part Schedule Part Qty Length 05RS2705 2 27'-5" Detail BR02Hl,BR02Jl )LT (49080) AND NUT (47120) IR ALL SECONDARY CONNECTIONS. OF THE STABILITY OF THE PERLY INSTALLED PRIOR TO ERECTION ONENT IS PROHIBITED. I. I 2 I BL CL THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. 19'-6" 19'-6" CL 40'-0" SECONDARY ELEVATION AT A Shape Name = Roof Cover (Rev 1), Wall = 2 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV. DATE: THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, 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. DRAMMscn-e BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 BY: I DESCRIPTION: NTS BUTTE COUNTY BUILDING DIVISION APPROVED SECONDARY ELEVATION AT A BUILDER: NVBS CUSTOMER: LOCATION: Nelson, California PROJECT: Helena BUILDERS PON: CL BL Q�,QFEssio& D A G �� G m 0 r C p �; ;0 E P.121" OFCP0 BUTLER Butler Manufacturing vPc VERsIOR 2014.2c of BlueScope Buldirgn North America, Inc. os DATE: 4/23/2015 DRAYOUCHECK GPH / HA PAGE 14 a dryWw os Open O� Oh 4 BL CL THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. 19'-6" 19'-6" CL 40'-0" SECONDARY ELEVATION AT A Shape Name = Roof Cover (Rev 1), Wall = 2 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV. DATE: THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, 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. DRAMMscn-e BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 BY: I DESCRIPTION: NTS BUTTE COUNTY BUILDING DIVISION APPROVED SECONDARY ELEVATION AT A BUILDER: NVBS CUSTOMER: LOCATION: Nelson, California PROJECT: Helena BUILDERS PON: CL BL Q�,QFEssio& D A G �� G m 0 r C p �; ;0 E P.121" OFCP0 BUTLER Butler Manufacturing vPc VERsIOR 2014.2c of BlueScope Buldirgn North America, Inc. JOB N 15-005201-01 DATE: 4/23/2015 DRAYOUCHECK GPH / HA PAGE 14 a dryWw NPC FILENPME 15-005201 Bracing Part Schedule Part Qty Length 05RS2705 2 27'-5" 1 6" ❑ Dimension Key Detail BR02H1,BR02J1 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. \PC FILENAME 15.0p=1 0 0 N I 2 I BL JI CL THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. 19'-6" 1 19'-6" CL 40-0" SECONDARY ELEVATION AT C Shape Name = Roof Cover (Rev 1), Wall = 4 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV DATE THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 BUTTE COUNTY BUILDING DIVISION APPROVED SECONDARY ELEVATION AT C BY: DESCRIPTION: BUILDER NUBS CUSTOMER: LOCATIOI't Nelson, California PROJECT: Helena NTS BUILDERS PON.. CL I BL Q�p�ESSIp��` O Gni G, w C75014 EAS' 121311201 { G os JOB tt 15-005201-01 DATE: 423/2015 10 DRAWN/CHECK GPH / HA PAGE 16 s Open Oh n V^ 4� Oh BL JI CL THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. 19'-6" 1 19'-6" CL 40-0" SECONDARY ELEVATION AT C Shape Name = Roof Cover (Rev 1), Wall = 4 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV DATE THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 BUTTE COUNTY BUILDING DIVISION APPROVED SECONDARY ELEVATION AT C BY: DESCRIPTION: BUILDER NUBS CUSTOMER: LOCATIOI't Nelson, California PROJECT: Helena NTS BUILDERS PON.. CL I BL Q�p�ESSIp��` O Gni G, w C75014 EAS' 121311201 { G BUTLER Butler Manufacturing `,PC \ERs",I: 2014.2c of BlucScope Buildings North America, kx. JOB tt 15-005201-01 DATE: 423/2015 DRAWN/CHECK GPH / HA PAGE 16 a dNlsion 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. DATE: 0S/10/10 1 REV. N0, 01 BR02H1 41 LI ROD BRACING THRU ROD SLOT COLUMN SHOWN / RAFTER SIMILAR 2 1/2" REV. DATEf 07/0 1 /09 1 REV. NO. 00 EN53F1 co 2 5/8" PURLIN AND GIRT SIZES 8 1/2" 216mm COLUMN / DAC-TC0 HAUNCH ROD SLOT BACKIN( PLATE MAY EXIST HARDWARE INSTALLEI IN THIS ORDER: HILLSIDE WASHER FLAT WASHER "B" FLAT WASHER "A" HEX NUT DEPTH FLANGE WASHERS 07 = 7 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" 1 095235 095946 095948 043658 7/8" 095237 095947 095948 043658 1" 095238 095948 D95949 043659 1 1/8" 095239 095949 095949 043659 REV. DATE: 0S/10/10 1 REV. N0, 01 BR02H1 41 LI ROD BRACING THRU ROD SLOT COLUMN SHOWN / RAFTER SIMILAR 2 1/2" REV. DATEf 07/0 1 /09 1 REV. NO. 00 EN53F1 co 2 5/8" PURLIN AND GIRT SIZES 8 1/2" 216mm COLUMN / DAC-TC0 HAUNCH ROD SLOT BACKIN( PLATE MAY EXIST HARDWARE INSTALLEI IN THIS ORDER: HILLSIDE WASHER FLAT WASHER "B" FLAT WASHER "A" HEX NUT REV. OATE:05/10/101REV. NO.02 BR02J 1 OLES RODS BRACE ROD BRACING THRU ROD SLOT SIDEWALL COLUMN SHOWN / RAFTER SIMILAR 8 1/2" GIRT CLIP (GC5) 10" GIRT CLIP (GCE—) MAY BE SHOP WELDED (GC2 OR GCB—) L --ZEE GIRT SHOWN CEE GIRT SIMILAR REV. DATE:10/31/11 IREV. N0. 01 WS01 R 2 R ANGLE P FLANGE 8 1/2" & 10" INSET GIRT GIRT CONN. AT COLUMN INSET GIRTS BRACE FRAME BRACE ROOF LOCATION LOCATION I �� SECONDARY MEMBER DEPTH FLANGE WASHERS 07 = 7 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 1 095949 043559 1 1/8" 095239 095949 1 095949 043659 REV. OATE:05/10/101REV. NO.02 BR02J 1 OLES RODS BRACE ROD BRACING THRU ROD SLOT SIDEWALL COLUMN SHOWN / RAFTER SIMILAR 8 1/2" GIRT CLIP (GC5) 10" GIRT CLIP (GCE—) MAY BE SHOP WELDED (GC2 OR GCB—) L --ZEE GIRT SHOWN CEE GIRT SIMILAR REV. DATE:10/31/11 IREV. N0. 01 WS01 R 2 R ANGLE P FLANGE 8 1/2" & 10" INSET GIRT GIRT CONN. AT COLUMN INSET GIRTS BRACE FRAME BRACE ROOF LOCATION LOCATION I �� SECONDARY MEMBER ALTERNATE CONNECTIONS DEPTH FLANGE BRACE REQUIREMENTS: 07 = 7 RULE#1— ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. 0 o� SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON 10 = 10" MFG. AND DESIGN AND PERFORMANCE z-1 11 = 11 1/2" RULE#3— FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB REQUIREMENTS SPECIFIED BY BUTLER. 0 0 01 11 RULE#4— WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE BUILDER: NVBS CENTER OF THE BUILDING. FLANGE BRACE RULE#5— WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME (GFB—) OR (HFB—) CLIP REQ -0 W/ SIDE OF THE FRAME WEB. ZS THICK FLANCES 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. FLANGE BRACE WILL TYPICALLY REV. 9ATE:07/01/09 REV. N000 TYPICAL FLANGE BRACE CONNECTIONS CONNE.�7 CT TO WEB OF THE = 0.088 BR06AE FRAMEMEMBER.E ALTERNATE CONNECTIONS DEPTH FLANGE BRACE REQUIREMENTS: 07 = 7 RULE#1— ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. 08 = 8 1/2" RULE#2— SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON 10 = 10" MFG. AND DESIGN AND PERFORMANCE CROSS SECTION IS NOT ACCOMPANIED BY (2). 11 = 11 1/2" RULE#3— FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB REQUIREMENTS SPECIFIED BY BUTLER. GAGE WHEN PART MARK IS ACCOMPANIED BY (2). 11 RULE#4— WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE BUILDER: NVBS CENTER OF THE BUILDING. OF WALL AND ROOF SHEETS. RULE#5— WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME '2 = 0.098 SIDE OF THE FRAME WEB. ZS ** 10" & 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. 11 REV. 9ATE:07/01/09 REV. N000 TYPICAL FLANGE BRACE CONNECTIONS REV. OATE:07/01/09 REV. NO.00 = 0.088 BR06AE CS CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN11 EN51 B 1 12 = 0.098 H = HIGH EAVE STRUT DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING INBUTLER GIRT CLIP ES = LOW (BOLTED)(WELDED) 13=0.088 CORNER COLUMN ( "` )(GC64_) AT 7" GIRT 4 = 0.079 (GC34_)(GC65_) AT 8 1/2" GIRT HS ENDWALL (GC62_)(GC66_) AT 10" GIRT 14 GIRT (GC63_)(GC67_) AT 11 1/2" GIRT 15 = 0.073 '— SEE DETAIL WSR034 = BACK F �O�q( TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING PROJECT: Helena FOR BOLTED CLIP TO = 0.068 PAGE 17 FB = FACE 7" GIRT 15 = 0.073 DRAWINGSCA-ENTS 17 TRIM FF = FACE TO FACE CEE 16 = 0.068 ANGLE 17 (TA10) USE AT OPEN WALLS ONLY SEE ERECTION DRAWINGS FOR BOLTED CLIP MARK NUMBER GO"'O 6 GIRT FILLER ANGLE PUNCHED FP FRAME (GFAP—) ATTACH TOP FLANGE W/(3) 55307 S,�s ALIGN HOLES IN GFAP_ W/ GIRT HOLES, THEN FIELD CUT GFAP_ AT CORNER (IF REO -D). 12-24 x 1 1/4" STRUCT FSNR (56101) 2'-0" O.C. REV. DATE -09/10/13 IREV. NO. GIRT CONN. AT CORNER COLUMN WSR035 ANY INSET GIRT AT EW, NO SW GIRT LL= ADJUST. CODES GAGE INCHES LEFEET NGTH (millimeters SHAPE LL= ADJUST. CODES GAGE :IGHTHS INCHES LENGTH FEET millimeters SHAPE DEPTH SHAPE THE BUTLER MFG. ENGINEER'S SEAL APPLIES GAGE BUTLER MANUFACTURING W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. ONLY TO THE WORK PRODUCT OF BUTLER OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED 1540 GENESSEE ST. KANSAS CITY, MO 64102 WALL SECONDARY SED'S 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE MFG. AND DESIGN AND PERFORMANCE DEPTH SHAPE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION REQUIREMENTS SPECIFIED BY BUTLER. GAGE Z = ZEE 11 = 0.113 DESCRIPTION: BUILDER: NVBS JOB it. OF WALL AND ROOF SHEETS. THE BUTLER MFG. ENGINEER'S SEAL DOES C = CEE '2 = 0.098 07 = 7 • ZS = ZEE 11 = 0.113 E = LOW SAVE STRUT 13 = 0.088 08 = 8 1/2" / CS = CEE NOT APPLY TO THE PERFORMANCE OR 12 = 0.098 H = HIGH EAVE STRUT DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING INBUTLER 10= 10" ES = LOW EAVE STRUT 13=0.088 4 = 0.079 11 — 11 1/2" HS = HIGH EAVE STRUT 14 — 0.079 15 = 0.073 BB = BACK TO BACK CEE TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING PROJECT: Helena 'E = 0.068 PAGE 17 FB = FACE TO BACK CEE 15 = 0.073 DRAWINGSCA-ENTS 17 = 0.060 FF = FACE TO FACE CEE 16 = 0.068 17 = 0.060 SECONDARY PART MARK NUMBER COMMON GENERATED MARK NUMBERS REV. DATE:07/D1/09 REV. NO. 00 SPECIAL SECONDARY PART MARK KEY EN51 B2 COMMON GENERATED MARK NUMBERS BUTTE COUNTY BUILDING DIVISION APPROVED iF SS1Q1V4 .0 A G& Fti CO j 0 x 7ap1� Ey.P.12,3112015 r. o ,4 0;= CP��� 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY BUTLER MANUFACTURING W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. ONLY TO THE WORK PRODUCT OF BUTLER OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED 1540 GENESSEE ST. KANSAS CITY, MO 64102 WALL SECONDARY SED'S 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE MFG. AND DESIGN AND PERFORMANCE IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION REQUIREMENTS SPECIFIED BY BUTLER. USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV. DATE: BY: DESCRIPTION: BUILDER: NVBS JOB it. OF WALL AND ROOF SHEETS. THE BUTLER MFG. ENGINEER'S SEAL DOES 15-005201-01 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR DATE: 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. NOT APPLY TO THE PERFORMANCE OR CUSTOMER: DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING INBUTLER LO0AT1ON Nelson, California 4/23/2015 DRASMvrcl-IEcic COMPONENT FURNISHED BY BUTLER EXCEPT ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING PROJECT: Helena Butler ManufacturingGPH / HA PAGE 17 REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUILDER'S PON VPc VERSION: 2014.2c DRAWINGSCA-ENTS VPC FLENAME: 15-005201 4/2312015 15:48:31 a &4ion of BlueScope Buildirgs North Merica, Inc. CI lu SPECIAL INSPECTIONS 6 S�Ac L 'ERS I. REQUIRED SPECIAL INSPECTICN5 5uALL BE PER'=OR"ED BY AN INDEPENDENT Pr,-,OJECT LOCATION: SPECIAL INSPECTOR FER CHAPTER 17 OF TSE GBG AND LOCAL BUILDING GENEF'.AL NOTES - ---- DEPARTMENT REaUiREMENT5. I. ENG!NEERNG DE5!G-N LOADS 2, THE SPECIAL INSPECTOR SUALL BE u!RED BY TuE C'WNER AND APPROVED BY e AGKGRC'JND Z WASHOUT DEAD LOADS BASED ON E5 -11A -FD 5TR'JGTURE WE!G"T O Ti4E ENGINEER. ROOF LIVE LOAD: 20 Per- (REDUCIBLE) PER CBC 16074.1 :• T c cr1 SPECIAL INSPECTOR CERTIF,GA CNS ewALL BE 5U.m ITTED TO THE BUILDING WIND LOADING BASED ON: 110 MPt I/EXPOSURE "C" 1JiND DEPARTMENT WITu TI -4= PES IT APPLICATION. TWE 5PECIAL IN5F•EGTOR MUST BE 5E 15"11C LOADING BASED CN TuE FOLLOWING: 4Pc'RCVED BY T14E BUILDING DEPARTMENT PRIOR TO BEGINN!NG CONSTRJGTiCN. 51TE CATEGORY': D W 5Ei51 11G IMPORTANCE FACTOR = 1.0 FOR OCCUPANCY CATEGORY ! 4, ALL INS=ECTOR'S uANDWRITTEN LOG5 SUALL BE AVAILABLE CN TWE JC551TE Se 0.608 51 =0.21 SDS = 0.532 5D1 0.336 f FCR REVIEW BY BUILDING DEPARTMENT FIELD INSPECTORS. 5E!5!'11C DESIGN CATEGORY: D co" IN S=RS 05MR=/ CBF 5. CPE COPIES Cr -OF ALL 1N. CTOR REPORTS S -+ALL BE FILED WITW TuE LOCAL 1 I BUILDING DEPARTMENT AND CRANDALL ENGINEERING. REPORTS SWALL BE 2. CCN5TRUCTION 5-IALL CONFOR"1 TO TuE5E PLANS AND ALL APPLICABLE ' W FILED WEEKLY DURING CON5TRUCTICN, R=F'OR75 51 -+ALL NOTE ALL CODES AND LOCAL ORDINANCES ,INCLUDING T4~E FCLL OWING: D!5GREPANCIES WuETuER CO- REGTED OR NOT. 2013 CALIFCRN!A STATE F -WILDING CODE, TITLE 24, PART 2 20!3 CALIFORNIA STATE ELECTRICAL CODE,TITLE 24, PART 3 6. UPON COMPLETION CF THE PROJECT, TWE INS'�ECTOR 5"ALL SUBMIT A FINAL 2013 GALIFCRN!A STATE MEG4-1AN!GAL CODE, TITLE 24, PART 4 SIGNED REPORT STA ":NG L)"ETI4ER TWE WCRK REGU!R!NG SPECIAL IN5PEGT ION 2013 CALIFORNIA STATE PLUMBING CODE, TITLE 24, PART 5 WAS, TO.TWE BEST OF TI -+E INSPECTOR'S KNOWLEDGE, PERcOR"^ED IN 2013 CALiFORN!A STATE ENERGY CODE, TITLE 24, PART 6 CONFORMANCE TO TuE 4F'FRCVED PLANS AND 5PEC;=!CAT'ONS AND TU;E 2013 G4LIFCRNIA STATE FIRE CODE. TITLE 24, PART 9 APPLICABLE WOR<r,4NSI-d!P PROVISIONS OF THE CUBIC AND/OR ICG REPO^'. 2013 CALIFORNIA STATE GREEN BUILDING CODE STANDARDS, TITLE 24, PART II JZ 47 BCT" 5'DE5 NC- ""ORE 7. SPECIAL !NS"ECTION WILL BE PROVIDED BY': 3. STEEL TANK5 514ALL BE DESIGNED BY OTWERS TO CBC AND API APPLIED TESTING CCNS'JLTANTS REQUIREMENTS. MANUFACTURER 5WALL PRCVIDE 5�1CF' DRAWINGS Q 3C6C TFIGRN;TREE DRIVE, 57E 10 AND CALCULATIONS 45 REOU'RED BY LOCAL BUILDING DEPAR THEW. Cu!CO, CA 95973 r PWCNE (530) 89!-b625 4. EACu 5U5CCNTRAGTCR 5uALL EXAMINE TWE PLAN5 CAREFULLY W1 T W _ RESPECT TO ADJOINING WORK. ANY CONFLICTS 5WALL BE R=PORTED e, Sp=CIAL IN5PECT!CN 15 REOUIRE D FOR 744E FCI_LC J!NG !'E`''5 AND PROCEDJRE5 TO Ti JE ENGINEER PRIOR TO TWE BEGINNING OF WCRK" v AS NCTED. 5 TuE 5EAL AND 51GNATJR_ FOR TUE5E PLANS A=PL!E5 ONLY TO T"E ENGINEEI�D FILL DES!GN ON TuE eU LDING COMPONENTS AND FEATURES 5uCWN AND 5P=CIFICALLY DETAILED ON TI -!ESE PLANS AND 15 NOT INTENDED AS T"E [n'. t r ALL FILL =LACED WITWIN 5' Cc TI,,E BUILDING PAD OR WuER= 5PECIc'ED Chi SEAL Cc TWE ENGINEER OF RECORD FOR TWE ENTIRE PROJECT. z PLANS 5WALL BE 'ENG INEERED FILL' PACED IN ALCOR DANCE ,1J'TW TuE `!ON t 1_-E4_ED WQ� PROJECT 5CIL5 REPCRT AND CBC APPENDIX C447tER 33, SEC 33!3 Lu LL 0 1 o CONC�TE 1� .1 SPECIAL INSPEGTiON CF CONCRETE CCNSTRUC'10N IS R=GUIRED ECR ALL RETA'N'NG PROJECT COMPLIANCE WITH CMC IIB -202.4 --- WALL5 AND TANK FOCT!NGS. IN5=EGTICN C= CCNGRETE FCR 5-455 ON GRADE A\D 5TEE_ U. E..�LC�NG FOC'. !N5 ARE N07 RECJ'RED. PRCJECT C_CNS'5T5 OF ADD'N%s INSTA'-LING LICu'D FERTILIZER STCFAGE TANKS AND zU lt!0 f" W CONSTRUCTING A 5FILL GON`4:N!'1EN7 STRJCURE. FIN'S"ED ARE45 ARE 5=4CE5 TC BE A. N5"EGTGR SUALL P�RLOD!GALL�" INS;'ECT REINFORr'ING !N EXC4VA`ICNS A\.0 FREGUEN`ED CNLY BY SERV'GE PERSONNEL FOR MAIN-EN4NCE, REPAIR CR CCCA51CN4_ FORMS PR:CR TO PL4CEMENT Cc CONCRETE. !N5PEGTCR 5"4L, VER FY EAR 5!ZE MCNITCR'NG Cc EC'J'PMENT PER CBG 5ECTION 5-2035- AREA5 ARE NOT REC'U'RED `C E.= N• fs)?GNU J0 NJ''�ER, PL4CEMENT AND GRADE FCR CCN=CI:Z-4NCE _; r" APPROVED PANS. ACCE55 5LE.. x INS''=GTCR Su4LL VER'cY `"E USE C= TA=E REGUIRED DESIGN X. B. _ �. ACCE5s'BLE FAcILIT'E5 ARE 4V4'_45LE Ni TuE EXISTING OFF'CE u'cu 15 F -C, DED w T LU co PARKING 'rE5TRCOMS FOR EAC" SEX AND CTuER REQUIRED ACGES5IE'L�T� FEA'URES. C. INSPECTOR PER!GDIGALL`" CvSERv=_ P_AC!NG C� CONCRETE AND MANTAiN A Q C; 0 PACING R=CORD INCLUDING DATE, TIME AND FORtIONS OF GON5'RUGT.CN �a PLACED ti t � � � CC /- rL T r• Cc F �S r'- - G I R R N _ c S .s CR A O C I ICC T ,.. ENS FC D Nv C �L R .-.<'NG ES .. Y c -c•-RAG 'roc 0c -- — -- ---- --- — — ----- -- -- — -- ---- — ----- PEr,-O R", 5LJ iF AND ✓E 1 ER Nc , W_ , C H I V C! A Y FOR STRENG"" TESTS S•»ALL 5E 74KEN AS REaU'R_:,- 5Y ACI 3!5' S5 6. HIGH 6Tr=s4TH MOLTING: Irk. �.,. r _ ' ' �+ 5`R=NG'u oma' T5 AR= 'C BE !NSTALED U5!N� "TURN G= TUE rP'�'.APO�ED FAIL HEADEr, TFIIOL*" 11:-� ' 1 1 1 1 1 I I I c I � I - �%I-I-�=�--L1--;-i-1;_�}�-},�-t-i-✓-�-*-1-! 1 i +-t 4 r -•-C1.1.1 1 - 5FEC1=iED IN TWE 1371-1 E^D!"CN Cc TSE 4'5'Z; 5FEG`='CAT�ON =CR STR'UG`'JRA_ JC'\T5 -}-t-�; ,t + � U5!NG AST" 4325 G R Aa9G BC�`5'. F_4'C:✓IG ""O\!tCR'ti!s Gc BC.' `ICI-:'cN•\G 'S ACCE=T4BLE WuEN U5NG TURN C= tW_ NJ`' IN51=EG7CR 5uALL VER'cY TWAT A',-- BOLTS AND x145-=ER5 CCNFCR^' W1':: 74E REG, R=D } 1 G. INSF==CTCp 5�14_L VER:=Y '%44- TI- E_ "'EI"BER5 'C BE CCN\EGTE AL'GNED PR!GR TC 7!GWTEN'NG T r 5,-.4' CBS c CA;_ aRATICN PRCGEDUI`c: 5 WuEN RE-n,..P'C✓ a- _-E AG - ,.,. : ES ER _L ERvE � �_ _ _ GATiCti (4325 CPRA40", : AN NE GT ITC"A =RiAL WA✓E'vEEODRA.:/N -0r ALS 5 C GON ED 7"E`'­ i FEfZTILIZEf:- 1 C-1 STOrZACT" ,�'•I €'JILDiNCs i \STOrZAGE- TA KS AND CONTAIN" i�NT STrZ JCTU = TO j r ---- �-� ESE WILT T1••�IIS FMOJECT. -- . I ; II I p 7 2 I O d 0�-10E I M L_ 1 _ PJ^ -A WOUSE ANi WA'ER OLj T4NK5(E) � I WA�HOUS�' ! . - FUTUIM WAREHOUSE 61TE FLANIF 1 KEY Flood Zone; F.I.R.M: �._• i EXIS-71 5U!LDING �1 PROPOSED BUILDING - RCCF GvL�" PRC�JCT TRANS=ER AREA COVER PRCP05ED EXTERICR CONCRE`E- GONS-TRUC T ICN 45 NOTED HAZMAT SIGNAGE AT NEW CONSTMUCTION NEW TCRAGE TANKS SUALL BE POSTED W1Tu 4-=4FT DIAMOND s'GNS CON=CR"11NG TO NEPA 7C4. I ff SOIL LOSS t STORI MATEF' POLLUTION FrZE-VENTION NO SOIL D!STUR?ANCE SUALL OCCUR PRIOR TO O5T41N!NG A BU'LD!NG OR GRADING PER'"!IT. 1 2. PARTY RESPONSIBLE FOR IMF^LEMEN-AT',ON GF STCRI"'WATER AND ERC5ICN CONTROL FEATURES 5u4LL BE: NCRtu v4LLEY BUILDING sYSTE!`-!S GON74GT, T;^1 DUN_SCW 30 SEVILLE COURT C"ICC, CA 95928 P'40NE• (530)345-729�b 3. EROs!ON GON`RCL 1'1EASURES Sµ4LL BE IN FLACE 5E Tw'EEN OGTCBER 15 I AND A=RIL 15 AND W"ENEVER RAIN 15 FC'RECA51 FOR TuE FRCJEGT VICINITY 41 CON5TRUCTION 5uALL BE 5GUEDuLED AND EXECUTED IN 4 I•'4N'NER TWA' L!'"iT5 BCT" 50 _; ERO5!CN AND FOTEN-;AL STCRM WATER FO'_LUT10'N A5 REGUiRED B'T_ -,"E GAL:FORN:A GREEN ?U!LD!NG CCDES 5TANDARD SECTION 5.106, 5. MEASURES NOTED 5WALL BE IMPLEMENTED TO TuEIBES` MANAGEMENT PRAGTIGES' (n^'P'S% OUTLINED iN "T --E CALIFCRNIA STORM I W47ER CJ4LITY As50G!ATICN 1 ANDBCJG, NOVE"BER 200'' EDITION. C-,, AN`' SOIL T RAGED =ROM TWE S!TE 'NTC TuE PUBLIC STREET 5!-14LL BE CLEANED U'--1 AT TWE END Cr- EAC4 WORK INACTIVE s0!L 57CCKp1LES E4A1-L BE COVERED. ACTIVE 50!L S70CKP!LE5 5WALL E COV: REii FR!OR TO ANY FORECAST RAIN EVENT. E. ER05IO'N CONTROL ^^=ASUREs SUALL S=- `tA!NT41NED FOR 1.,= DL+R4t:CN CF CONSTRUCTION OR UNTIL ALL EX=05ED SOIL IS COVERED W17-_1 PAVING VEGETATION OR OTL4ER F1N'S1-I 5UR=AGING 45 5"OUJN ON TuE PLANS. A I ELLS"ING OF CGNCRETE E0U!FMENT AND TOO' 5 AT 4NY LOGAT:CN CTI-JER Tu4N TWE DESIGNATED W'AS"-OUT SWCw'N ON T"E PLANS 15 4 V'CL4710N Cc LAW AND SU5JEG T TO FINE. !O. REQUIRED 5011_ EROSION 4ND STOR-1 iJGTER F--CLLUT;CN PREVENTION M745URE5 54ALL EE AS FCL -'CW: ICT 'cMPORARY CONCRETE WASu-OUT AREA. GONS`R'JCTICN, 4. CCNStRU I _ OPERATION AND D±59:1054L 5uALL GONcORM W!Tu CASCA B' wM-8. SEE DETAIL GI OWNErZ: HELENA CHEMICAL COMPANY CONCIZ=-TE NOTES CONCRETE 5"4LL BE A COr?''ERCIAL LY 4V41L45LE TRANS;-- MIX PROPERLY PROc`OR-ICNED AND DELIVERED TO TUE 5'`E IN READ`' -1'!X Tk,JCK5. AGGREGATE SIZE SHALL BE A 14X!i'!UM OF I -I/2" N FOUNDATIONS AND 3/4',' AT ALL O`I-:R LOCATIONS. 6LU:"1= -TALL NOT EXCEED 4". CJRiNG CC`" FO'JN D 54ALL BE SPRAYED ON ALL EXPOSED SURFACES 11" ED!ATELY AFTER FINAL TOWELING 2. ALL CF EN' S+ -!ALL CON12-CR-1 TO 45T^' 5TANDARD C-50. ALL AG! RELATES SUALL CONFOR, TO A57'1 57AND4RD C-33. CONCRETE USED FOR FO INDATION5 AND SLA55 CN GRADE 5uALL NAVE A 28 -DAY COMFRE5-5IVE 57R=NGTU A5 IND!CATED CN THE FLANS. IN GENERAL, A_L IN51DE TUE CONTAINI'1ENT AREA SUALL NAVE A 28 -DAY COMFRE65'VE 5TRENGT4 OF 4000 P51. ALL CONCRETE OUTSIDE TUE CONTAIN^"ENT AREA AND FOOTINGS SUALL DAVE A 67RENCsT14 0= 3000 PSI. CONCRETE 5WALL NC T CONTAIN LE55 TURN 5 SACKS Or GE1"!EN7 PER CUBIC YARD. a• ALL REIN=ORCING 54R5 5H4LL 5 -+ALL CONFCR9 TO A57M 57AND41RD A-6'5 EXCEPT WuERE U:ELD!NG OF REBAR 15 REQUIRED WI-IERE RE'NcORC!NG GONFOR~!'NG TO AST` 4706 51,JALL BE U5ED. REiNFCRC'NG 5WALL BE A5 cGLLOw5: •4 BAR AND 51^ALLER - GRACE 40 (;y"COCC P51) 04 BAR AND LARGER - GRADE 60 (Fy=(OCOOC P5!) 5, RE!NcCRC1NG MAY BE WELDED ONLY 45 SNC'LN ON T1m4E5E PLANS. TACK WELDING TO HOLD FOR ALIGNMENT SUALL NOT BE ALLOWED UNLE55 APPROVED BY TUE ENGINEER. FREUEAT ALL 01 AND LARLER BAR PER A'w5 D14 -?2. FRE44E,4' NOT RECiJIRED FOR BAR SIZES "6 AND 5''1ALLER. 6. REINFORCING SIAL L BE LAID OUT TO M!N"-!'ZE TUE NU"1BER CF SPL!GE5. 5CLICE5 IN CONTINUOUS REINFCRCE-`TENT FOR BAR 51ZES 13 TURO'JGU 08, S.+ALL LAP 45 NOTED ON TWE PL4N5 CR AS FOLLOWS: GRADE 40 RE!NcORCING BAR5: M!NIM'J1' Cr- 40 BAR D'4METER5. GRADE 60 RE!NrCRC!NG B4R5: M'N!I?iiM Cc 60 BAR W'R- ""E514: 12" OR 2 -WIRE SPACES WUICuEVER 15 GYEATER WuERE ALL 54R5 IN A MAT OR SECTION Cc A BEA' AR= Sr''JGED AT LOCATION OR ' -'ORE TuAN i2" CF Fr -=_5u CCNCRE'E 15 TC 5E PLACED SELO,J TH=, 5485 TUE 45C'✓E D1574NCE5 5•-'4LL BE :NCR=ABEL AN ADaI-:CNA_ 3c%. SPLICES_ !N 15AR5 _ABLER TURN '8 .:._L BE ON-' AS- Gu t.JN C", '.F F _LLNS l NLE55 S,C:1V OT..cR 'Sc "Uc MINI GGNCQE`E COVER =CR R-v'-Orc�"Nr� °-+A__ E c 2" E/CEP' WEEN CONSRE'c 15 TO BE P'LACEC G'REC `` Arm -.'QST EAR " u+�cRE 1' 4-3_7 L�OIL Nva =C,JNDA' CN �ES'GN 'S �AScD C'. \'=04'_^"47 ^\ PFC /':�E✓ '� �EC'^C-''`C4_ =5 G\ RcPC<T cCc "=—EN C`-_ C i•.,,= N' NC ,A'ED NC'✓EMBER 23 20'0. -Y- c ✓w _ _ FCR C55EKc✓A`:G'N C= N!s AND, -=5' Nl OF �_S°r• '•-IE SC!_5 RcpCR' A\' ��r- cci--•C'` .•C' c ' E5 Cc 4_L 4TERG'. BE4R'NC- 300 F!5= cR4t. uE FIR^^_` iN =_Arc 'w',:• /�X2a° G'AKES A- AC`.. 5 ✓ES NO, ORE i 7-4N 6 C.C. FOR cJ:L / ECR M` C "!I- V'SOUEEN LINER, ,/ ''wIT-. EDGES LAPPED 12" 5=4LED cv l G ! I SECTION "� C1 PERMIT #5 BUTTE C 0 U N —Ty DEVELOPMENT SERVICES REVIEWED FOR CO INDEX .. O DE COMPLIANCB DATE G% G2 CON 1AINI*-01EN LAIN -m i& N. ING r-, Atrt AVE. 6 S�Ac L 'ERS II PHONE: 1D59r16d -84E�2 Pr,-,OJECT LOCATION: � GN �--"E - ---- aCONCFZ.2--TE I � EUTTE COI,NTY APN: 038-260-013 e AGKGRC'JND Z WASHOUT O W M I Q' j 0ij i W � f A W . co" IN l 1 I 3 X 2'- Q ' W J00 i 1X'L,N i. i r' -ACE w'Tu 'X2X24" 5`AKE5 JZ 47 BCT" 5'DE5 NC- ""ORE 61 TW AN (o O.G. ccR cJLL Q U r "� !o MIL ✓'SOUSEy LINER v V EDGES _APPED X12' [n'. t r L.JW."-- EL z t 1_-E4_ED WQ� Lu LL 0 1 o 1� .1 DETAIL --- I4 U. cR4t. uE FIR^^_` iN =_Arc 'w',:• /�X2a° G'AKES A- AC`.. 5 ✓ES NO, ORE i 7-4N 6 C.C. FOR cJ:L / ECR M` C "!I- V'SOUEEN LINER, ,/ ''wIT-. EDGES LAPPED 12" 5=4LED cv l G ! I SECTION "� C1 PERMIT #5 BUTTE C 0 U N —Ty DEVELOPMENT SERVICES REVIEWED FOR CO INDEX .. O DE COMPLIANCB DATE G% G2 CON 1AINI*-01EN LAIN -m i& N. ING r-, Atrt AVE. FrzzeNO, CA 93111 II PHONE: 1D59r16d -84E�2 Pr,-,OJECT LOCATION: � 1566 NELSON MOAD 4<�- NELSON, CA 93958 I � EUTTE COI,NTY APN: 038-260-013 10 jFESSto 6/30/12 CIVIL, ;or _-_CRL�F� { 5/1/2Gi: { FLANI ..�.1.... \/ TIONS ;SHEET I c:' BUTTE C� 1 . `�. �y I FLAN COUNTY FOUNIDA ION I �3 MAY 12 2015 DEVELOPMENT SERVICES pcw FILE COPY II 0 i j i I I k i � I I Z' I � f Z O W M I Q' j 0ij i W � f A W . co" IN ...,...� • !V f, zres V Q ' W J00 i i. 0 JZ , CL Q U r v V [n'. t r �Q EL z 0 WQ� Lu LL 0 1 o 1� .1 ��U Qz: --- I4 U. i�J! zU lt!0 f" W �"' 0 N• fs)?GNU J0 x Z LU co J Q C; 0 �a SCAUr- NOTED 'C05' - jFESSto 6/30/12 CIVIL, ;or _-_CRL�F� { 5/1/2Gi: { FLANI ..�.1.... \/ TIONS ;SHEET I c:' BUTTE C� 1 . `�. �y I FLAN COUNTY FOUNIDA ION I �3 MAY 12 2015 DEVELOPMENT SERVICES pcw FILE COPY ICC' -611 201-01, 40'-C" - 20'-C" 1321-61, -- m MAIL HEADER TROUT - SEE SWEET C4i Il I , I FAIL HEADER TROtl - SEE SWEET C4 101 - -- I i . 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GTERS-C�' -0 SE JELGE:. 4T 0 DEVELOPMENT SERVICES A -L Su-- CINTS. ' ;4TER5TC= 5!ZE -+ALL eE 4S \� cA-E�. COD HEWED FOR LI, u:4Tc'?STQ=s _ FAR' tic. �'�.:.� L.IANCE U,4`Eee-0=5 A<- NO QFC— DATE Z BY ' j �� SHEET t NEW RR 54LL45T F!F'NG 45 EXIST'n;,�--. �F \ I REOU 1\ .I BALLAST C;a 5E 4 O O O lo A 2 / PRODUCT Fz!F=NG CONTAIN -ENT TFRC,;r-ill-4 5EE 5"EE7 C;3 C�'r OT,t �I�� c= ,roa= ,_,�cvc =J t It) \ExF,06=::) STEEL COLUI-'NS Eli %-ER CN C;0NC-RE-E VE IR ED r -<A 7E D C IR s- G 1� T E IR, Lu > ILL ARE -4 70 PRODUCT w z ------------------ -- - - - - - - - - - - - - qb "ST4!NLE55 5EE- GRATE LEVEL A7 545= del; FLOC A5 45 6��OWN T, -ELLCL. F=4''N7. 'N -E �7 u - E " C C: E w. F:, -r, 4) STA -;�14- 4eovE ET -4;\ G -e Sr== fil o I =e TQw l'� I— — — — — — — — — — — — — — — — — — — — — — — — — — — -- O! _::NE C= ROCS AGO /E f f OO Nv 3/1&'' now 1',-0'� t mwv<o) WILDING DATA - 2013 C:154;. WE IG14T ; f-1- 7,50$IED WEIGHT • 21.2'1 MEAN ROOF ALLOWABLE WSIC-sWT • 55' OCCUPANCY GROUPO! U - UTILITY BUILDING NUMBER OF STORIES: TYK=E OF CON6Tr1JCTION: 110 (NO Sf'RINKILEM) FIFZOI� OSSD SINGLE STORY W1 MEZZANINE LOCATION ON PFZO',*C-RrY: ALLOWABLEI STOfZY FO',Z ALL OCCUPANCIES NOrc' ZTW: 350't TO EXISTING BUILDING OCCUPANT LOAD: EAST: 165"t CLEAR TO EXISTING OUILDIW-s 11 (1 PER 200 SF. (INDUSTRIAL) SOUTH: 160'1 F'1ZOf—�'EFZTY LINE 0 rOW X -STs 80"t TO F:"iO?"-SFZTY LINE 0 RM EXITS: FLOOR ARSA, I RS0JIF=-D FOR MOIL LESS 4121 OCCUPANTS PROPOSED FLOOR ARSA a 2;00 OFF. 2 - SIDES ArZ= Or -SN FOR, EGr=8.5 ALLOWABLE FLOCr, AFZ,---A: At. 5,500 SP EXIT TRAVEL DISTANCE DISTANCE w 20' MAXIMUM ALLOWA15LE DISTANCE m 200' CARE 15 UNIT 4 1 RIj 4Y BEYOND BUl"LER11E, H STEEL RCC=IN�a BUTLER FREPIN[5�4ED STEEL GUTTER. W,17�4 4L-ZN F!Nlr--"i COLOR "GOOL IVORY W"I TIE'. FIELD LOCATE C.S. 000 STEEL RCD X - B, R 4 C 1 N TNISBAY C14RB15 EXPOSED ST EEL BUTLER CFEN 10= 0= CN-4t:N1-1EN7 70T4L OP 0 WALL0 0111101m EA51 ELEVATION BUTLER FRE=1NJ5"ED STEEL n4e--E /STEEL 51alNG. CCLC.R I IN 12 CCL DE5--=R7 SEir--E' FRR HEADER TROL*W SOUTH ELEYA '61" 1 ON NOPTI—! ELEVATION Of=. HAND ExF=075ED STEEL BUTLER BU -LER FREP:N!SNELD STEEL COLOR 'C,00L 'VOR- FIELD 57LER!5 11 S -EEL r,,--00P'N!� /L" -"C:" -E D.S./LU17,4 4-t,-ZN ;=:N15" v- 0000 0 1 1;11 STEEL ROD X Is 7N4 5 E3,4T- -4 ACCESS t'i I I T 0 EN 5 7-11, Tr - 10'F --EN I & 0 4 L 0 G ONr- R E T ED t UJEST ELEVATION F=R0:)L;c;7 PIPING i . I I i I ' 'I Z !F-INC- L5 PERMIT # s— , CD BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR rl CODE COMPLIANCE DATE -B C 32934 Ew 0/30/16 Call L c SHEET 1 OF CONTAINMENT 4 STRUCTURE UJ " W 0 >w IL c) W W — fu c, i z 0 d) z - 0 LL. z i _UJI LU V) j uJ (7) -777 IN Q 0 i P jL Z Nk 0 x 0 � O �, N a 0 UJI CO) J N Or j SCALE: !> cs)— Z NOTED J, 0 9LE: C: \Use,s\PClJser\Desl, top\ , )01 Z L5 PERMIT # s— , CD BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR rl CODE COMPLIANCE DATE -B C 32934 Ew 0/30/16 Call L c SHEET 1 OF CONTAINMENT 4 STRUCTURE IL W — fu z,; T 0 N d) z - 0 LL. z _UJI LU V) Ntu :1 co J D 0 IN Q 0 i P jL Z Nk 0 x 0 � O �, N a Se 0: k o SCALE: NOTED 'JOB NO: 9LE: C: \Use,s\PClJser\Desl, top\ , )01 L5 PERMIT # s— , CD BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR rl CODE COMPLIANCE DATE -B C 32934 Ew 0/30/16 Call L c SHEET 1 OF 5'-0'' C.C. TYPICAL —�, BU7LERiB If STEEL R00=:NG W TH -- — — AL-ZN F'N'5H \ i : _ I FRCDJGT —� i 6007,125-33 BRACE, 7074L CF 2 RECUIRED AT EACH PIPE 47 LOCATIONS SHO,;,N 600T125-33 STRUT IT IC't O.G. 707AL Cr- 6 RECUIRED AT LOCATIONS 5"O'WN BOTTQri O= 5DiNG AT ENDWALLS B -_INE B3'CC 'E\ 60655'31-68 RJNNER AT n�'ER \:+AvGERS W/ :/: ASL` -+R=, D EAC'- P'4E CTC'AL C �'i I A2 "ANGER s 5 -o 0 i G.G. A2 CARB15 AC.._ S �' A2 i F�ATFOR 15 k,-- \ i --, i 7 ' i � � __ •-'�-. � ti_. -. _ •. ..: I _ �:'_' :�< '�- (I -�:.�- - _ _.� Wit. __ - - - - - -12cv , I g E1FCoE:� v E". I : GCN ; A N'=N' AA=A 3 (Y I i I W I I : II i I i Pr OMCT PIPING I j ON oN CONCRETE I I ' CONTAIKMENT /PEDES AL I G IF AROJND j T 1-i -SEE �, ! `CO"J4lNr ,EN7 AREA �I Gd' LiA AROuN , I I ON7.4'Ns^EN 84W E ' AREA \� 04 g Pf30DUCt StOi'E t W, -w •4 6 1a" aG E.W CONTAINMENT ASA I SEE SWEET C2 I -I t a 777-77 A, 1 jt ij t Y• : n .� ... ,•:+. ., •: �'T�, •. a h'. .: ; r< �l _.d e «1 ,. 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' 1 — _. �-..Y_._ aS.. .a -1._L Y'�. .� - __ - _ _ ... - _.._ .._ .. � _... _. � �. -: _._. ... __ _.__. . _.I .. _ . _.. I, _. _.__'. , .. .._.__....__—_, �. ___. _ ._ ___.1 ..____- _-_ .. Y'w '-•'--.:_�_L"._1� 1 I _ I r � I i - _ --7- E C,- ' - - J si 6ACT10N rA�� NTS 2 B'J'LEFR! B 51 ROC 6005131-68 R',;NNF_ LINE LJI7H EAG" ! (TOTAL C V2"CALL -7HF'=Ar H ANG -E ri E:LIN OR EAVE RUT Rte' Bu -LER 7''c 5'EEL =RODUGT PI+r= \B -LINE E3;O0 LIFE IN4NGER5 LU/ !/ ALL_"READ :ANGER 5'-C'' C'_ or - SE CT CSECT 10;3 BJ'LER!B STEEL r r; CR EAVE �; 1 STRUT ati QUTLER 1� 3 - •'2 5CREW5 AT 6CC5'3' 68 R'JNNER�I AEAG" PUR_IN CR ! EAVE STcJT -1 1/2' I I' ' '%2 SECTION, KCN� •. -NTS I I BU'_ER;B SyEE_ ROO=NG ----- _ - •12 EA SDE I I 60053'1-6E 5'R'J7 X 8't LONG � 6CC7��5-33 BRACE. \ DOUBLE N;;T STRJT TC HANGER SECTION I� NTS2 PJR'_IN Cr,- EAVE S'RJT B`' BUTLER FROV' DE 5/S"C HOLE IN L,= -a PCR A'_L-THREAD 'HANGER. GU' 4W4 T— FLANGES TC 1"?AKE 2 BOLT TAB DOUBLE NJT BRACE 0 E-�HANGER r?JNNERS 6CC 127-i3 BRACE EAG- 5'::E 0= FRX_iE FRCV,DE H0LE5 FOR ALL -THREAD HANGER 45 R=C'J'RED. GUT A'wA" FLANGES TC -4<7- 74F. TC _-4Z E W/ � - •'2 SCREa,S '� RCC='NG _ER =iG"E •'2 SGREW EA 51DE i \DOUBLE NUT C.G. 12 STRUT TO E AGN T. -P HANGER SECT IOI FJR_,N GR EAVE 'STRUT BY BUTLER 1/2 'a ALL -'•-•READ HANG --ERS 6CG5'3 -6E'. 5 RUT x 5-L!NE E3'CO •� E_._-__ r:�E "ANGERS \6„m 5-E PRCDUGT FIFE TC*AL CF c PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE--�J BYP-- 9 /A E F Lij a � y .{ �t . ............ . •'2 SGREW EA 51DE i \DOUBLE NUT C.G. 12 STRUT TO E AGN T. -P HANGER SECT IOI FJR_,N GR EAVE 'STRUT BY BUTLER 1/2 'a ALL -'•-•READ HANG --ERS 6CG5'3 -6E'. 5 RUT x 5-L!NE E3'CO •� E_._-__ r:�E "ANGERS \6„m 5-E PRCDUGT FIFE TC*AL CF c PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE--�J BYP-- 9 /A E Lij a � .{ - > i0 m .i rn CO N ~N� U Ci .; 10 to ' W 0) ,e >VO w cl cn V O t IL j I ' t i I U� I I Lu wLIL! DVT' > U. L J o ' ..a C) �jcvV ,r ~ J0x0 W o. 0 U- Z ' am i d -aW U aok t F SCALE: NOTE: JOB NO i IOCB C \Use s\PCUSe \De w'o�\ LIG-� CNA iA".w\ nt ESS►pv� i l C 32'9 ! oar. e/aople ' Cf�t�� `SHEET i 5/1/201 a Q cr- n n n SIM FOUNIDA ION f=L N 3/1& \� X ANCW�Z OROD AND BOLT KEY t 1 o - BOLT 1^ ARK D'AI"'ETER -YFE I E G J i I I 'YF I j 8" B I 3/4" I i0' 3" C 3/A" 2 10"� NA D r 1 12" 3" I" � 2 •— E 5NCO5I PROJECTION AER A5T1"1 A30" ASTt" A307 GRADE C BUILDING GRADE C 'J' CR 'L' 5�AFED BOLT MANUFACTURE F:= R ALL'+ IREAD • . F. • . - 111 �1 2 - EAV- BEY HEAD NUTS WIT" 5TANDAR✓ rYr-"'. 1 ANG 40r-, rYrE 2 ANG440"F • LA5:4ER GETWEEN SEE SWEET C3 _7 I U \I2"d FER�CRATED GMF BELOW AL- -O'NTS IN --IS AREA TO b-,4VE 6 w ERSTC�'. LEVEL _ANDING A- o SSE O DETAIL A NTS O r ----- ------ I Jl I ( 'i 12' o FER=CRATED I I cV� � I F i I DETAIL � e" CONCRETE SLAB U,l-" 04 6 !8" C.G. E!U). CONCRETE CR A G. FAvING 45 NOTED ON l=L4 i I VA I I / �_-•�--"" � � sol `�^t` ���� " Y� .•r t sub ,--- --- - �- t Vit. I UN,:,ISTUR4ED EARTi-J � 2'-6' ---�, OR EX'57''NG EtiGINEERED FILL Sr=GTION G NTS G..a CC\CRETE S_ ' 3000 R7Si " •4 £ 'F C.C. E.w. DRY pACC ly •,4-� ,r5 E e,.. / 22' li'.r— £ -01i . j t � t 3uj � � • CONCRETE C R 'C GEC ✓� E0 0 E i' " CCNR CE -E SLAB A FG C Av'NAS — -- 03 8 W'T:» •4 18" CC; W NOTED ON F=; -4N / N ,%(� r• � c) ui Q1 4 _� '� _ •_ i •moi- F" t..•"\ 1: •o�~ t c- _ '.,i'�".-+. � � � ^ �r! � - r.�'7.,f ! � � ' U � • G r 4' y � `R i1 r�1�i♦moi , �, 11 L Air t fy 'd uj ,,�-'�a\ - i I - -2 J O y ify ial CC IF4C'EG CL it 545 U % J"""� .• _ _6 - GC---• G, _ o I W CR EX!S �N/-z--_--�__-- ENGINEERED FILL SECTION f----- --------- - -- 6-� - ---- --- -- -- - -- - - D „ND SuR.E:. EAR'•- -� ..+w..s.r....1.1.�� Q CR EYIr.7 NTS ENG NE=_;�__,:� SECTION NTS CJ. , •'o m TC -AL CG (o. EXTEND TO 3" ASCVE 50770"' •d `IES v6'' CC. .., 6' r � CTRL C; 6. EX-EN•,J 5 OF FCOTiNG 20" D'3L C TCG TC 3" ABCvE BO` -0' A .C- CR EO_ -5 0R ROCS Z-. FCC; CUR^ AND \ 2,. O� FOOTING �T //N' tiCTOPV✓A'' .N =_ 4,, --TT � T.4 04 a !8 C r. E61 v Rte'\FCRC NG -'RC 51 / G -U ER -44 R= NS cmc S�CWN CN U I NEADtR '; •t- — _� — � GCN'INU� v5 Ti..+RcCI•�G-:;� ���O�N'�.4."'.CN '-'_AN � .� U _ _ _ _ _ _ i _SLAE U cRc G 5EE �: ' I 1� ''— `'� �.. �.. TCS O� FOC'NG AT \/' / CNS'. C'N' �% / 4 1. 04 a S : C.C. W J Ij i T \ F G U I s LLUtL1 V 'a — --'— W Lei {•'wt3 I 1L''�' ly ,; `.,�• �� = MMf O ;r^. .Y - ' —i _I I I 1.'� K ' " I ��� /� / Rlf ''' ).� • \ Tfv OF R_— r-- —.—.•i�.�.�..L—*..�.r-��—----•rE 6 _ .G EAGN tiU - - � Q tom. I f- .— t- • T — r ti 7ti'. Z .• ,- I I I -a _ WAY AT Ep / F. UjA TRANSvERS= Hui M f `r- h141 f wA QEA �; SER .AB_E J1 O I_\::� ,. ..•.'s•-''� ,�I Ecce �� _�,/•�/-�/ 1 __ __ .> \ ia - I - I I :. % --- - - — — T _` S-- INF .R�,NG - I N R r wrl �T -. i � -- __..__ 11 — .. NDIS'•'vRR�✓ CA 51-.'E.. v GL d G3 ui-l.''� '�1 'i♦ .. o., ...f l.� �'ft4+ .;. ,rl. .t ... pE 5 RTI -I ,x..i =c -ABLE ,. y I. �IOREx:S'NG I NO l j LL j Ij •� ' i , I ( ENGINEERED F;L�----_----� �✓ \ ) I a O W INI - \ CC.J'..'F4C E J VV - - - EXISTING DI'G OvEREXGAVATED cl- BAsE T ©L1. •4 EACN // F-Gi':GN T... R_'N. —SSC -TC RAIN _ ANS 0 i 5t ^o c c c R_ 5 RE N� a = i AND RAGK�'LLED W TG GCNGRE-E— _ O O m ANCHOR RCD I ! SLURRE`' UNDER 8� -DING `G -- 4 •d >' 3C" 4 _ •4 Y 42 5 - '•• X 26--- Ui a i r� -- >=00TING5- 5Ec N 5 - •d X 66°5 - •4 Y EF _ - 04 Y 26' j 2 2 -0" -- 2 C,I -— ---�-------- SI ---- ::777 5EG i ION NTS NTS SCALE: _ i 3/4 C�+A SER.T F 4 -- • <�AC� SDE ASL Exp ;SED 5 5' ILE: �i C \U \cC ..• \O�vi�� TIE5 e 6" CC. DBL is TCG , I� I .•4 1�, "E5 6 6' C.C. _ i I .O O• iE5 6" C.G. :�B_ 6 TOP I •O — O. C T h\ CTRL Cm . E/ -=_\D CTAL OF a EXTEND L� —••• _ 70 3ABO'✓E E_OTTC- 12 CF FOOTING ' ".: TO LAS WITu EACH FCC -'NGS � f ' \ j � •-AiR= '�i oi ANCuCR RCD =RA!'•'E BA5E� v m POURED WIT-+ CCNTA'N^ ENT WAIL PERMIT# G,Z"j FOOTING BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR SECTION I ��� I �, i CODE COMPLIANCE ��� I �. Iloo of NTS w S NTS i �+ DATE_ S 29 f BY NTS ` , C 32934 M. 6/30/16 i 2 _ „ � 2._4.. L 2 i I I 'YF I j I I 1 91 CA I O OT9 ? I — -- -- L--------------� O DETAIL A NTS O r ----- ------ I Jl I ( 'i 12' o FER=CRATED I I cV� � I F i I DETAIL � e" CONCRETE SLAB U,l-" 04 6 !8" C.G. E!U). CONCRETE CR A G. FAvING 45 NOTED ON l=L4 i I VA I I / �_-•�--"" � � sol `�^t` ���� " Y� .•r t sub ,--- --- - �- t Vit. I UN,:,ISTUR4ED EARTi-J � 2'-6' ---�, OR EX'57''NG EtiGINEERED FILL Sr=GTION G NTS G..a CC\CRETE S_ ' 3000 R7Si " •4 £ 'F C.C. E.w. 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