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HomeMy WebLinkAboutB16-2031 047-270-030Hv-�U , -it Butler manufacturing a division of BlueScope Buildings North America, Inc. DRAVJING INDEX DRAWING TITLE PAGES COVER SHEET 1 CODES AND LOADS 2 I NOTES 3 ANCHOR ROD PLAN - 4-5 PRIMARY STRUCTURAL 6-13 SECONDARY STRUCTURAL 14-22 COVERING 23-28 SPECIAL DRAWINGS STANDARD ERECTION DETAILS PLANOGRAPH DETAILS DRAWING RELEASE HISTORY TYPE I DATE I DESCRIPTION AR Drawings 8/25/2016 FOR CONSTRUCTION Permit Drawings 8/25/2016 PErwIT SET- For Building Dept. Approval GENERAL NOTES MATERIALS ASTM DESIGNATION 3 PLATE WELDED SECTIONS A529, A572, A1011, A1018 GRADE 55 COLD FORMED LIGHT GAGE SHAPES A653, A1011 GRADE 60 BRACE RODS A572, A510 GRADE 50 HOT ROLLED MILL SHAPES A36, A529, A572, A588, A992 GRADE 36 OR 50 HOT ROLLED ANGLES A529, A572, A588, A992 GRADE 50 HOLLOW STRUCTURAL SECTION (HSS) A500 GRADE B CLADDING A653, A792 GRADE 50 OR GRADE 80 HIGH STRENGTH BOLT TIGHTENING REQUIREMENTS IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLE REGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MORE INFORMATION. SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINE THE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE -TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION OR CONTRACT. •�, ALL A490 BOLTS SHALL BE "PRE -TENSIONED". A325 BOLTS IN PRIMARY FRAMING AND BRACING CONNECTIONS MAY BE "SNUG -TIGHT' EXCEPT AS FOLLOWS; PRE -TENSION A325 BOLTS IF BUILDING SUPPORTS A CRANE GREATER THAN 5 TON CAPACITY. PRE -TENSION A325 BOLTS IF BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT, OR STRESS REVERSALS ON CONNECTIONS. PRE -TENSION A325 BOLTS IF LOCATED IN HIGH SEISMIC AREAS. FOR IBC BASED CODES; HIGH SEISMIC IS DESIGN CATEGORY D, E OR F. SEE CODES AND LOADS SECTION BELOW FOR DETAILS. PRE -TENSION ANY CONNECTION WITH DESIGNATION A325 -SC. SLIP CRITICAL (SC) CONNECTIONS MUST BE FREE OF PAINT, OIL OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLY RUSTED SURFACES ARE ACCEPTABLE. IN CANADA, ALL A325 AND A490 BOLTS SHALL_ BE "PRE -TENSIONED", EXCEPT FOR SECONDARY MEMBERS AND FLANGE BRACES. SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS "SNUG TIGHT", UNLESS INDICATED OTHERWISE IN ERECTION DRAWING DETAILS. SEP 13 2016 DEVELOPMENT SERVICES i'Q-'ESS/- y v' N0. C 82293 Exp. 3-31- 8 Tj r CAO. VPC FILENAME: 16-019178-01 t o/LY/LV 10 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.` 13 BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 COVER SHEET BUILDER: North Valley Building Systems, Inc. BL./TLFR Butler Manufacturing VPCVERSION: 2016.1c dBlueScooe Buildinas NorthAmerica, 1 16 -OB 16-019178-01 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. cuErcnnER: Anderson Bros Corporation DATE: 8/25/2016 LOCATION: Chico, California DRAWWCHECK: SIB / JG PROJECT: A Anderson Bros Corporation PAGE: 1 Inc. BUILDER'SPO#: 16-961 a division VPC FILENAME: 16-019178-01 t o/LY/LV 10 Codes and Loads WHEN MULTIPLE BUILDINGS ARE INVOLVED, SPECIFIC LOAD FACTORS FOR DIFFERING OCCUPANCIES, BUILDING DIMENSIONS, HEIGHTS, FRAMING SYSTEMS, ROOF SLOPES, ETC., MAY RESULT IN DIFFERENT LOAD APPLICATION FACTORS THAN INDICATED BELOW. SEE CALCULATIONS FOR FURTHER DETAILS. WIND LOADS ARE APPLIED TO OVERALL BUILDING ENVELOPE. COMMON WALLS BETWEEN CONNECTED SHAPES ARE NOT SUBJECT TO EXTERNAL WIND LOADS. City: Chico County: Butte State: California Building Code Building Code: California Building Standards Code - 2013 Edition Based on Building Code: 2012 International Building Code Building Risk/Occupancy Category: II (Standard Occupancy Structure) Country: United States Structural: 10AISC - ASD Rainfall: I: 0.10 inches per hour Cold Form: 12AISI - ASD f'c: 3000.00 psi Concrete Dead and Collateral Loads Material Dead Weight Collateral Gravity:3.00 psf Roof Covering + Second. Dead Load: 2.00 psf Collateral Uplift: 0.00 psf Frame Weight (assumed for seismic):2.50 psf Wind Load Wind Speed: Vult: 110.00 (Vasd:-85.21) mph The 'Envelope Procedure' is Used Wind Exposure: C - Kz: 0.860 Parts Wind Exposure Factor: 0.860 Wind Enclosure: Enclosed Topographic Factor: Kzt: 1.0000 NOT Windborne Debris Region Base Elevation: 0/0/0 Primary Zone Strip Width: 2a: 12/0/0 Parts / Portions Zone Strip Width: a: 6/0/0 Basic Wind Pressure: q: 22.66 psf Snow Load Ground Snow Load: pg: 0.00 psf Flat Roof Snow: pf: 0.00 psf Design Snow (Sloped): ps: 0.00 psf Rain Surcharge: 0.00 Exposure Factor: 2 Partially Exposed - Ce: 1.00 Snow Importance: Is: 1.000 Thermal Factor: Unheated - Ct: 1.20 Ground / Roof Conversion: 0.70 Unobstructed, Slippery Roof Live Load Roof Live Load: 20.00 psf Reducible Seismic Load Lateral Force Resisting Systems using Equivalent Force Procedure Mapped MICE Acceleration: Ss: 60.00 og Mapped MCE Acceleration: S1: 27.00 og Site Class: Stiff soil (D) Seismic Importance: Ie: 1.000 Design Acceleration Parameter: Sds: 0.5280 Design Acceleration Parameter: Shc: 0.3348 Seismic Design Category: D Seismic Snow Load: 0.00 psf Snow Used in Seismic: 0.00 Diaphragm Condition: Flexible Fundamental Period Height Used: 16/0/0 Transverse Direction Parameters Ordinary Steel Moment Frames Redundancy Factor: Rho: 1.30 Fundamental Period: Ta: 0.2573 R -Factor: 3.50 Overstrength Factor: Omega: 2.50 Deflection Amplification Factor: Cd: 3.00 Base Shear: V: 0.1509 x W Longitudinal Direction Parameters Ordinary Steel Concentric Braced Frames Redundancy Factor: Rho: 1.30 Fundamental Period: Ta: 0.1600 R -Factor: 3.25 Overstrength Factor: Omega: 2.50 Deflection Amplification Factor: Cd: 3.25 Base Shear: V: 0.1625 x W / i / / / 3/ EL r No. C 82293 ,, \`(- Exp. 3 -18 `Sirs C I V I of PERMIT SET- For Building Dept. Approval VPC FILENAME: 16-019178-01 824/2016 20:29:45 a Drvisiun u1 Diueouvw D""II ya rvulw'I'- ca, "'. E U 1 t CC) T' ,LDIFI i!G DW!"ON THE BUTLER MFG. ENGIIvEEH'S SEAT_ 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. B BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 CODES AND LOADS REV: DATE: BY: DESCRIPTION: BUILDER: North Valley Building Systems, Inc. CUSTOMER: Anderson Bros Corporation LOCATION: Chico, California PROJECT: Anderson Bros Corporation BUILDERSPOa: 16-961 OUTLE ? y Butler Manufacturing VPC VERSION: 2016.1c JOB#: 16-019178-01 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: 8/25/2016 DRAWN/CHECK: SIB / JG PAGE: 2 URAWINGSCALE: (SITS VPC FILENAME: 16-019178-01 824/2016 20:29:45 a Drvisiun u1 Diueouvw D""II ya rvulw'I'- ca, "'. E U 1 t CC) T' ,LDIFI i!G DW!"ON BUILDER/CONTRACTOR RESPONSIBILITIES Butler Mfg. follows the guidelines as outlined in the AISC and MBMA Codes of Standard Practice. Butler Mfg. standard product specifications, design, fabrication, quality criteria shall govern all work unless stipulated otherwise in the contract documents. In case of discrepancies between Butler Mfg. structural plans and plans for other trades, Butler Mfg. structural plans shall govern. It is the responsibility of the Builder to obtain approvals and permits from all governing agencies and jurisdictions as required. Approval of Butler Mfg drawings constitutes the builders acceptance of Butler interpretation of the contract purchase order. Unless specific design criteria concerning interface design and details are furnished as part of the contract, Butler Mfg. design assumptions shall govern. Butler engineers are not Project Engineers or Engineer of Record for the overall project. Butler engineering supply sealed engineering design data and drawings for Butler supplied material as part of the overall project for use by others to obtain permits, approvals, and coordinate with other trades. The Builder or A/E firm aro 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 soimming procedure. For building with top riding bridge cranes see Crane Data drawing for column plumb tolerance. The building erector shall be properly licensed and experienced in erecting metal building systems. The Builder is responsible for having knowledge of, and shall comply with, all OSHA, requirements and all other governing site safety criteria. The builder is responsible for designing, supplying, locating and installing temporary supports and bracing during erection of the building. Butler bracing is designed for code required loads after building completion and shall not be considered as adequate erection bracing. See Erection Guide. EXISTING STRUCTURES Butler must be advised of any existing structure that is within 20 ft. of Butler's building. Loadings of both buildings may be affected when adjacent buildings are within this distance. Butler cannot be responsible for the design or loading of existing buildings. BRACING ' Tension brace rods work in pairs to balance forces caused by initial tensioning. Care must be taken while tightening brace rods so as not to cause accidental or misalignment of components. All rods must be installed loose and then tightened. Rods should not exhibit excessive sag. For long or heavy rods, or angles it may be necessary to support the rods at mid -bay by suspending them from secondary members. Bracing for seismic or wind loading of objects or equipment that are not a part of the Butler structure must be designed by a qualified professional to deliver lateral loads to primary frames and rod bracing struts. Equipment bracing and suspension connections must not impose torsion or minor axis loads, or cause local distortion in any Butler components. Butler accepts no responsibility for design or installation of bracing systems not furnished by Butler. FIELD WELDING All field welding shall be done at the direction of a design professional, and done in accordance with governing requirements (AWS in USA, CWB in Canada) by welders qualified to perform the welding as directed by the applicable welding procedure specification (WPS). A WPS shall be prepared by the contractor for each welding variation specified. The contractor is responsible for any special welding inspection as required by local jurisdiction. Filler metal shall be 70 ksi (480 MPa) tensile strength. For welds in high seismic force resisting system (Seismic Cat D, E or F), minimum Charpy V -Notch toughness shall meet AISC-341 criteria (20 ft -lbs min @ ODeg F). Interpass temperatures shall not exceed 55ODeg F (30ODeg C). SIGNAGE The Builder is responsible for furnishing signs as required by Code and the Building Depa,tment, including but not limited to, exits, occupancy limits, floor loadirg limits, and bulk storage limits. Floor loading signs shall clearly indicate maximum floor live load permitted. Bulk storage facilities shall have signs clearly posted on all loaded walls indicating the t pe of commodity stored and the maximum storage height. Signs shall be clearly visible when building is fully loaded to design level. Overloading of floors or walls may result in failure. DELIVERIES It is the responsibility of the builder to have adequate equipment available at the job site to unload trucks in a safe and timely manner. The Builder will be responsible for a!I 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 Teres 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 Lpon 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 protettion 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 inst2llation 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 b-- minimized by providing a layer of blanket insulation between the panels and any hard support surface such as steel secondary members, substrates such as plywood, steel decking, or.rigid board insulation. A minimum of 3 inch thick blanket is recommended over steel secondary members, or 2 inch over substrates. Oil canning, dimpling, and roof rumble do not affect the structural integrity or weather tightness of the panels and is not grounds for rejection of panels. The Standing Seam joint detail is designed with an interlocking feature for ease of installation. However, it is imperative that installed Standing Seam panels be secured to the secondary structural members and properly seamed prior to departure from the job site each day. SKYLIGHTS Local building departments may require added fall restraint due to conditions that may affect the skylight structural integrity. It is the responsibility of the builder to determine and provide any added fall restraint under the skylight as may be required by your building department. RAIN WATER RUNOFF Drainage systems must be designed by the project professional to comply with code requirements. Butler is not responsible for drainage designs, overflow scuppers, down piping, etc. The project professional and contractor are responsible to ensure that primary drains and overflow devices such as scuppers and auxiliary drains are provided as required for the required rain intensity at the building perimeter and at valley conditions to prevent ponding. STEEL SHOP COAT The purpose of Butler's shop coat is to provide protection for the steel members during transportation, during temporary job site storage and during erection. Standard shop formulation is not designed to perform as a finish coat when exposed to environmental conditions. Members shall be kept free of the ground and properly drained during job site storage. It is the Builder's responsibility to ensure that if a finish coat is being applied over Butler shop coat that, the painting contractor verifies compatibility between his finish coat and Butler's shop coat. BUTLER MFG. ACCREDITATIONS AND APPROVALS Fabricator Approvals IAS AC472 Approvals: (www.iasonline.org/Metal—Building--�Sy§temsIMB.html) Listed under BlueScope Buildings North America, Inc. City of Los Angeles, CA #FB00031; City of Houston, TX 767; City of Phoenix, AZ C19-02008; Clark County, NV 43 & 833, San Bernardino County, CA 289, State of Utah, City of Richmond, Ca. Design Approvals IAS AC472 Approvals: (www.iasonline.org/Metal_ Building Systems/MB.html) Listed under Butler Manufacturing, a Division of BlueScope Buildings North America, Inc. Canadian CSA A660 Certifications (http:/eng.cwbgroup.org/Certification/Pages/CertifiedCompanySearch.aspx) Listed under BlueScope Buildings North America, Inc. Engineering Certifications of Authorization USA—AR#576; FL#30427; ID#C-2470; IL#184-002649; KS#E-29; MS#E-0592; MO#E-2010007736; NC#F-0998; OK#CA4170PE; SD#C-1787; TX#174828; WV#C03059-00; CAN—AB#P08900; NS#30123; ON#100148796; and YT#PP134 v 14 S1 No. C 82293 Exp. 3-31-18 C I V 'SOF CA,L1� PERMIT SET- For Building Dept. Approval VPC FILENAME: 16-019178-01 6/242016 20:29:46 E'tiTE 0 U N1 T °;' BJ��, " _ N w ? p 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. BI BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 ERECTION NOTES REV: DATE: BY: DESCRIPTION: BUILDER: North Valley Building Systems, Inc. CUSTOMER: Anderson Bros Corporation LOCA1M: Chico, California PROJECT: Anderson Bros Corporation BUILDER'S PO#: 16-961 BUTLER " Butler Manufacturin 9 VPCVERSION: 2016.1c JOB#: 16-019178-01 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: 8/25/2016 DRAWN/CHECK: SIB / JG PAGE: 3 DRAWING SCALE: ITS VPC FILENAME: 16-019178-01 6/242016 20:29:46 E'tiTE 0 U N1 T °;' BJ��, " _ N w ? p 1 2 3 4 5 6 *, a iD1 D1 D1 Dli D1 D1 i I 1 i I 1 1 I 1 I i i o i i i i i i o p i i i O 1 I I N N I 1 I I I I ! I I I I , ! I 1 I I I i i 1 1 I I , 11 ! D2 M !D2 i I ► ! I I I I I 1 1 I I I I i t I I I I I I I I I 1 C I I I 1 I I - O O O i i I 1 1 1 O N 410N I I I I 1 1 I I 1 I I 1 1 1 I i i I I I I i i 1 I I 1 iU2 D2 .-14 i i i i I I i i i i i i i I 1 1 1 1 i i i i i i i i I 1 I o i i 1 1 1 0 i i i i i i I p 1 1 I I I I O ' N N i i i I I I , i i i i I I , I I I I I ---- D1 D1 D1 D1! D1 D1 Q � 12'-0" 12' -Orr 121-0" 12' -Orr 121_011 6� _611 2 6 1 _611 2 3 4 61 _6rr 2 61— 6►► 2 J=8.50 J=8.50 J=8.50 J=8.50 J=8.50 —191-61, —20'-0" —20'-0" 20 1 _Orr —191-61, 1 Z. 1-011 C11 BL ANCHOR ROD PLAN =�' No. C 82293 x' rn Exp. 3-31-18 4 3' —61r �/�CIVIC-� 3 4'-6" 9�FCALW 2 11-61' 1 6" 7 Dimension Key PERMIT SET- For Building Dept. Approval Finished Floor Elevation =100'-0" (Unless Noted Otherwise) <'> THE BUILDING IS DESIGNED WITH BRACING DIAGONALS IN THE DESIGNATED THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MANUFACTURING BAYS. COLUMN BASE REACTIONS, BASE PLATES AND ANCHOR RODS ARE ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE B 1540 GENESSEE ST. KANSAS CITY, MO 64102 ANCHOR ROD PLAN AFFECTED BY THIS BRACING AND DIAGONALS MAY NOT BE RELOCATED MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED REQUIREMENTS SPECIFIED BY BUTLER. THE FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BUILDER: North Valley Building Systems, Inc. jos#: WITHOUT CONSULTING THE BUILDING SUPPLIERS ENGINEER. BUTLER MFG. ENGINEER'S SEAL DOES NOT 16-019178-01 APPLY TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR CUSTOMER: Anderson Bros Corporation DATE: ANY OTHER PRODUCT OR COMPONENT ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE LOCATION: Chico, California = ������ i 8/25/2016 DRAwwCHECK: FURNISHED BY BUTLER EXCEPT TO ANY WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDESAND INDUSTRY STANDARDS PERTAINING TO PROPER PROJECT: Anderson Bros Corporation Butler Manufacturing SIB / JG , DESIGN OR PERFORMANCE REQUIREMENTS PAGE: SPECIFIED BY BUTLER. ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BUILDEF7sPOfk: 16-961 VPC VERSION: 2016.1c 4 a division of BlueScope Biildings North America, Inc. FLENAME: 16-019178-01 BUiTi COUNTY BUi��aI� °G DI�fi�s0IN is r 1 W 0 N O HL(7E E N 2 1/2" � 2 1 /2" 64mm 64mm D1 (4)3/4" Dia. GR36 Anchor Rods Plate W=8" L=1'-1" Dim: A=1'-0" Elev.=100'-0" 1. ANCHOR RODS, NUTS, HARDENED WASHERS AND ANY OTHER EMBEDDED ITEMS ARE TO B` 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; a. CENTERS OF ANY TWO AR'S WITHIN A COLUMN BASE GROUP; b. CENTERS OF ADJACENT AR GROUPS; +-1/4" c. TOPS OF AR'S; +-112" d. ACCUMULATED DIM BETWEEN CENTERS OF AR GROUPS ALONG COLUMN LINE; +-1/4" PER 100FT., NOT TO EXCEED 1" TOTAL. e. DIM FROM CENTER OF ANY AR GROUP FROM COLUMN LINE; +-1/4" 5. DESIGN LOADS AND REACTIONS ARE FURNISHED IN THE REACTIONS REPORT. <*> 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. VPC FILENAME: 16-019178-01 WIDTH D2 (4)3/4" Dia. GR36 Anchor Rods Plate W=8" L=11" Dim: A=4 1/8" Gage=5" Pitch=5" Edge Out=3" Elev.=100'-0" 0 z w J NUT HARDENED 4" �1102mm) WASHER 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 Finished Floor E?evation = 100'-0" (Unless Noted Otherwise) THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED REQUIREMENTS SPECIFIED BY BUTLER. THE FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ANY OTHER PRODUCT OR COMPONENT ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE FURNISHED BY BUTLER EXCEPT TO ANY WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER DESIGN OR PERFORMANCE REQUIREMENTS MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER SPECIFIED BY BUTLER. ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: 1/2 " (13mm) DIAMETER CONCRETE ANCHORS (BY OTHERS) JAMB ( z w Q J E � EW � W � cn � II w 1 1/4" OPENING WIDTH 1 1/4" 32m m 32m m NOTE: 1" (25mm) PROJECTION ABOVE BOTTOM OF JAMB CLIP SEE PLAN FOR JAMB SIZES : J = SIZE JAMB 'EQ.' VALUES: 7 EQ = 2" 51 mm, 8.5 EQ = 2 3/4" 70m m 10 EQ = 3 1/2" 89mm, 11.5 EQ = 4 1/4" 108mm FRAMED OPENING DETAIL It VARIES BOTTOM OF COLUMN BASE PLATE STD = 1/2" (13mm) FLUSH = 0" (Omm) TYPICAL COLUMN BASE PLATE DETAIL r.Js/0 r� No. C 82293 Exp. 3-31-18 r, CIVIL �CF CFS-�F° ` PERMIT SET- For Building Dept. Approval BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 ANCHOR ROD PLAN BY: DESCRIPTION: BUILDER: North Valley Building Systems, Inc. JOB#: 16-019178-01 CUSTOMER: Anderson Bros Corporation DATE: LOCATION: Chico, California J3L!%LER 8/25/2016 DRAWN/CHECK: PROJECT: Anderson Bros Corporation Butler Manufacturing SIB / JG g PAGE: NTS BULDEaS PON: 16-961 VPC VERSION: 2016.1 c 5 8242016 20:30:48 a uiwsion or tsweacope ouiungs noon rrnanca. im. 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O T ~� o `(D �J z c A 00 V) M `° Z v lu M C') 0 m z v v Cl) -n O 5 3 03 m O N 0Co v rOO 0 w M M o M v .71 m N � J 0) n CL O O D Q. O T ~� o `(D �J - A 00 V) � `° Z v lu m v v Cl) -n ...� 5 3 03 m sn p o -n z o G) W Z v ca <= <� M � v Z N C:) A D (j) rt 0 GD 7Cn 00 r—Q Dim m F U m O N O co 0) M 0 O 00 O I 0 I C) I r �yCD X z X O ^n n W C) _ t J r C co L r N00 Lo z N 0 I 0 0 O F-'. x O 0 w x C) C) Ul x 0 C) w 0 0 w C B 601-0" 20'-0" 201-'011 _20 1-0" -1-+- RBX001--------------- RBX002 t� ro C) O F-' -F--F---------------- RBX003-------- �+ RBX005r-\0 --- ra ,v =o X002------~----RBX001 ro C) O N -----RBX004---------------- (:A BL - -NRBX006----------------- y-- T4 A4s O ti �> ti u 0 O� ------- RBX004---------------- X C) C) X C) 0 M x 0 C) M n 0 O --e --a --G --G --e �RBX007-------------- RBX002---------- J ---------- RB X002--------------RBX001� rn C) X x o 0 0 0 C) 0 C) 00 N F-1 N 201-011 11201-011 201-011 Frame Member Schedule 3'-6" 5 2 @ 4'-6 1/811 4 1'-1" 3 1'-6" Part Mem Width Thick WebThk. 'Depthl Depth2 Approx.Lgth Approx.Weight Detail CX001 1 5.0000 .2500 .1345 1'-011 1'-0" 14'-7 15/16" 226# RBX001 2 5.0000 .1345 .1345 9" 9" 10'-0 3/4" 100# RBX002 3 5.0000 .1345 .1345 911 9" 20'-0 1/4" 186# 4 5.0000 .1345 .1345 9" 9" RBX002 5 5.0000 .1345 .1345 9" 9" 20'-0 1/4" 186# 6 5.0000 .1345 .1345 9" 9" RBX001 7 5.0000 .1345 .1345 911 9" 10'-0 3/4" 100# CX002 8 5.0000 .1345 .1345 1'-0" 1'-0" 14'-7 15/16" 169# EPX001 9 5.0000 .1345 .1345 10" 10" 16'-2 5/8" 93# BR25CA EPX002 10 5.0000 .1345 .1345 10" 10" 16'-2 5/8" 93# BR25CA T 01-1 1/41V 1.000:12 -4 @ 5' 30'-1 1/4" 1.000:12 5'-0r► Frame Clearances Horiz. Clearance between members 1(CX001) and 8(CX002): 56'-7" Vert. Clearance at member 1(CX001): 14'-7 15/16" Vert. Clearance at member 8(CX002): 14'-7 15/16" Vert. Clearance at member 9(EPX001): 16'-2 7/16" Vert. Clearance at member 10(EPX002): 16'-2 7/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) Bolt Connection & Plate Schedule Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo Dia. Length Thick. Out In A 4 A325 3/4" 2 1/2" 3/8" 1 1 Yes 0097284 B 4 A325 1/2" 1 1/2" 3/8" 1 1 Yes 49080 <S> - (2) Washers (095872) req'd at Flange Brace to Secondary. A A A A Cf) cn A Cf) V r r` V C/) V M M M M V M M O O M M M O N N O M C` O N CQ M N O r - M CQ 44 44 44 0 0 44 M M 44 0 0 44 4 A i - `_`_- --- 44 M A RBX002 A A gBX002 A N I RBX001 RBX001I -T 1 GFB2050 IGFB2050 o I I o O I O O O O N O x x O 11 GFB2050 C> w w Co Q0 �10 I 7 18'-6" Ridge Ht. 6 3'-6" 5 2 @ 4'-6 1/811 4 1'-1" 3 1'-6" 2 2'-011 1 8 1/2" Dimension Key 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. VPC FLENAME: 16-019178-01 20'-011 I. 20'-0" CL CL 60'-0" FRAME CROSS SECTION AT FRAME LINES) 1 THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. 20'-0" Shape Name = Warehouse Wall 4, Frame 1 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MANUFACTURING BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE B 1540 GENESSEE ST. KANSAS CITY, MO 64102 APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: Bv: DESCRIPTION: 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: NTS No. C 82293 Exp. 3-31-18 c= -� LP lv� OFC �, c PERMIT SET- For Building Dept. Approval FRAME CROSS SECTION AT FRAME LINE(S) 1 BUILDER: North Valley Building Systems, Inc. JOB#. 16-019178-01 CusTOMFR: Anderson Bros Corporation DATE: 8/25/2016 LOCATION: Chico, California BVTLEI� y Butler ManufacturingEt VPC VERSION: 2016.1c DRAWN/CHECK: / JG PROJECT: Anderson Bros Corporation BuILDER's PO#: 16-961 8242016 20:29:50 a division of Blue5cope bUldings NOMI ARlenca, inc. BUTNN CO3°1��6TY E. Frame Member Schedule Part Mem Width Thick CX003 1 6.0000 .3125 RBX003 2 5.0000 .2500 11-011 3 5.0000 .1875 RBX004 4 5.0000 .1875 Thick. 5 5.0000 .2500 CX004 6 6.0000 .2500 Webihk. Depth1 .1345 1'-0" 5 .1345 1' -ii" 11-111 .1345 11-0" 2 .1345 11-011 8 1/211 .1345 11-0" .1345 11-011 Length T I. 7 181-6" Ridge Ht. 6 3'-6" 5 2 @ 4'-6 1/8" 4 11-111 3 1 ' - 6'1 2 2V_011 1 8 1/211 Washer Dimension Key 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. VPC FILENAME: 16-019178-01 Depth2 11-011 11-011 11-0" 1'-11" 11-1011 rn O nl r -i rX4 � N W-- �� 11 M O O U RBX003 Approx.Lgth 13'-6 11/16" 301-111 301-111 Approx.Weight 308# 476# 471# 13'-6 11/16" 274# Frame Clearances Horiz. Clearance between members 1(CX003) and 6(CX004): 541-11" Vert. Clearance at member l(CX003): 131-6 11/16" Vert. Clearance at member 6(CX004): 13'-6 11/16" Finished Floor Elevation 1001-0" (Unless Noted Otherwise) Bolt Connection & Plate Schedule CD Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo Dia. Length Thick. Out In A 8 A325 3/411 2 1/21' 1/2" 2 2 Yes 0097284 B 6 A325 3/4" 2 1/2" 3/8" 1 2 Yes 0097284 C 6 A325 3/4" 2 1/2" 1/211 2 1 Yes 0097284 30'-1 1/4 11 1.000 :12 4__30'-1 1/41, 1 . 000: 12 _-----11 4 @ 5 _ 0 A=:=14 @ 5 ' - 011 T 60'-0" FRAME CROSS SECTION AT FRAME LINES) 2 Shape Name = Warehouse Wa!I 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. REV: 8242016 n X O O JL b I 1(2)GFB2097 I I 0 I LO I ESS No. C 82293 m Exp. 3-31-18 C!u1�_ `'CF CP, -\ PERMIT SET- For Building Dept. Approval BUR_DER'S PO#: 16_961 I VPC VERSION: 2016.1c I 8 al.a�l n of R6 cQnnnc R : Wi me IJnr1h Crrwrica Inn ,C 'i cz 1 F- IF k CD CD O 0O VQ W U' _-- O Ii) 0 1CA W U' _ _---�-- 0 O N _ —" _ LO o N M _ _ ___ --' O t" 0 �+ ----__ C7 ---- co N 44 rn p N cX4 60'-0" FRAME CROSS SECTION AT FRAME LINES) 2 Shape Name = Warehouse Wa!I 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. REV: 8242016 n X O O JL b I 1(2)GFB2097 I I 0 I LO I ESS No. C 82293 m Exp. 3-31-18 C!u1�_ `'CF CP, -\ PERMIT SET- For Building Dept. Approval BUR_DER'S PO#: 16_961 I VPC VERSION: 2016.1c I 8 al.a�l n of R6 cQnnnc R : Wi me IJnr1h Crrwrica Inn ,C 'i cz 1 F- IF k Frame Member Schedule rn 0 o O N M Frame Clearances_ rl rM4 O Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Approx.Weight Horiz. Clearance between members 1(CX005) and 6(CX006): 54'-11" CX005 1 6.0000 .3125 .1345 1'-0" 1'-10" 13'-6 11/16" 313# Vert. Clearance at member 1(CX005): 13'-6 11/16" [ C7 RBX005 2 5.0000 .2500 .1345 1'-il" 1'-G" 30'-1" 476# Vert. Clearance at member 6(CX006): 13'-6 11/16" 3 5.0000 .1875 .1345 1'-0" 1'-0" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) RBX006 4 5.0000 .1875 .1345 1'-0" 1'-0" 30'-1" 470# 5 5.0000 .2500 .1345 1'-0" i' -ll" OBolt Connection & Plate Schedule CX006 6 6.0000 .2500 .1345 1'-0" 1'-10" 13'-6 11/16" 274# Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo Dia. Length Thick. Out In A 8 A325 3/4" 2 1/2" 1/2" 2 2 Yes 0097284 B 6 A325 3/4" 2 1/2" 3/8" 1 2 Yes 0097284 C 6 A325 3/4" 2 1/2" 1/2" 2 1 Yes 0097284 L'J T RBX005 30`1 1/411 1.000:124 4 '- 0 1 1/4" 1.000:12 4 @ 51 _0 4 @ 5-0� T CD rn 0 o O N M C) rl rM4 O r - rn O if ) ON N N LO oN RBX005 30`1 1/411 1.000:124 4 '- 0 1 1/4" 1.000:12 4 @ 51 _0 4 @ 5-0� T Lr) n CD CD 0 o M C) Ln o L0 o O r - rn O if ) ON N N LO oN O O 44 G4 U W 0 IM CO O N 44 r_4 [ C7 N M 0 r -q En _____r74-- a as W RBX006 C (2) GFB2097 Lr) n CD x 0 o M 60'-0" D 0 LO Q0 Bt FRAME CROSS SECTION AT FRAME LINE (S) 3 BrL SS/ 7 181-61' Ridge Ht. `� No. C 82293 6 3'-6" Exp. 3-3 '-1/8,� 5 2@ 41-6 1/8" 3 1 ' - 611 OF CA��F 2 2' -011 1 8 1/2" F-] Dimension Key PERMIT SET- For Building Dept. pp Shape Name =Warehouse Wall 4, Frame 3 Approval 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MANUFACTURING W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE B 1540 GENESSEE ST. KANSAS CITY, MO 64102 FRAME CROSS SECTION AT FRAME LINE(S) 3 MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, JOB #: UNLESS NOTED OTHERWISE. REQUIREMENTS SPECIFIED BY BUTLER. THE FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BUILDER: North Valley Building Systems, Inc. 16-019178-01 BUTLER MFG. ENGINEER'S SEAL DOES NOT CUSTOMER: DATE: 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME APPLY R THE PERFORMANCE L DESIGN T THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR Anderson Bros Corporation SIDE OF THE WEB AS THE HILLSIDE WASHER. ANY OTHER PRODUCT OR COMPONENT ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE LOCATION: l�UTLER 8/25/2016 WITH THIS DRAWING DETAILS REFERENCED IN THIS DRAWING ALL APPLICABLE BUTLER Chico, California � DRAWN/CHECK: FURNISHED BY BUTLER EXCEPT TO ANY � � � SIB / JG DESIGN OR PERFORMANCE REQUIREMENTS MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER PROJECT: Anderson Bros Corporation Butler Manufacturin 9 PAGE: SPECIFIED BY BUTLER. ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING" DRAWING SCALE: NTS BUILDER'SPO#: 16-961 VPCVERSION: 2016.1c 9 VPC FILENAME: 16-019178-01 8242016 20:29:53 y 9 Frame Member Schedule Part Mem Width Thick CX007 1 6.0000 .3125 RBX005 2 5.0000 .2500 .1345 3 5.0000 .1875 RBX006 4 5.0000 .1875 1' -10►' 5 5.0000 .2500 CX006 6 6.0000 .2500 WebThk . Dept:h1 Depth2 .1345 1'-0" 1'-101' .1345 1' -illy 1'-0" .1345 11-011 11-011 .1345 11-011 11-011 .1345 11-011 1' -11►' .1345 11-011 1' -10►' Approx.Lgth 13'-6 11/16" 30'-1" 30'-1" Approx.Weight 313# 476# 470# 13'-6 11/16" 274# Frame Clearances BUTLER y Butler Manufacturing VPC VERSION: 2016.1c O N O o C> Horiz. Clearance between members 1(CX007) CO and 6(CX006): 54'-11" Vert. Clearance at member 1(CX007): 13'-6 a4 11/16" O CD Vert. Clearance at member 6(CX006): 13'-6 0 11/16" LO a-) Finished Floor Elevation = 100'-0►► (Unless IQ Noted Otherwise) N OBolt Connection & Plate Schedule 44 N N Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo -- Dia. Length Thick. Out In ---- —_ A 8 A325 3/4" 2 1/2" 1/2" 2 2 Yes 0097284 B 6 A325 3/4" 2 1/2" 3/811 1 2 Yes 0097284 C 6 A325 1 3/412 1/2" 1/2" 2 1 Yes 0097284 D A 30'-1 1/4►► 1.000:12 4 4 301-1 1/4"► 1.000:12 �i 4 @ 5� -0'► 4 @ 5'-0 I 11 RBX005 BUTLER y Butler Manufacturing VPC VERSION: 2016.1c O N O o C> N U-) CO LO I U� 0 a4 -- RBX005 BUTLER y Butler Manufacturing VPC VERSION: 2016.1c O rn O O ,--{ N U-) CO LO 44 U� 0 a4 -- O CD O LO N 0 RBX005 60'-0" FRAME CROSS SECTION AT FRAME LINE (S) 4 BUTLER y Butler Manufacturing VPC VERSION: 2016.1c O CUSTOMER: Anderson Bros Corporation O LOCATION: Chico, California ,--{ O U-) CO LO N O c O CD O LO N 0 N LO a-) O IQ tit IQ O O N 44 44 N N U' C7--- M W -- W D4C7 ---- —_ '' _ ---_ 0 ----- — B _ — ------ — o � a 60'-0" FRAME CROSS SECTION AT FRAME LINE (S) 4 n x O O rn D Ic _T O t Q0 I 1< 7 181-61' Ridge Ht. No. C 82293 6 3V-611 � Exp. 3-3k18� 5 2 @ 41-6 1/8'► 4 1 1cm ►► 3 -611 � OF C 2 2' -0" •" 1 8 1/211 Dimension -Key ' Shape Name — Warehouse Wall 4, Frame 4 PERMIT SET- For Building Dept. Approval 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. VPC FILENAME: 16-019178-01 THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF� BUTLER MANUFACTURING ONLY TO T HE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE 1540 GENESSEE ST. KANSAS CITY, MO 64102 MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED REQUIREMENTS SPECIFIED BY BUTLER. THE FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTIVN: BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ANY OTHER PRODUCT OR COMPONENT ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE FURNISHED BY BUTLER EXCEPT TO ANY WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER DESIGN OR PERFORMANCE REQUIREMENTS MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER . SPECIFIED BY BUTLER. ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS 8242016 20:29.55 FRAME CROSS SECTION AT FRAME LI NE(S) 4 BUILDER: North Valley Building Systems, Inc. BUTLER y Butler Manufacturing VPC VERSION: 2016.1c JOB#: 16-019178-01 CUSTOMER: Anderson Bros Corporation rn LOCATION: Chico, California ,--{ O PAGE: 10 CO N N r --I C7 r1 En 44 -- a 9Q 0 F w w tit C (2)GFB2097 n x O O rn D Ic _T O t Q0 I 1< 7 181-61' Ridge Ht. No. C 82293 6 3V-611 � Exp. 3-3k18� 5 2 @ 41-6 1/8'► 4 1 1cm ►► 3 -611 � OF C 2 2' -0" •" 1 8 1/211 Dimension -Key ' Shape Name — Warehouse Wall 4, Frame 4 PERMIT SET- For Building Dept. Approval 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. VPC FILENAME: 16-019178-01 THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF� BUTLER MANUFACTURING ONLY TO T HE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE 1540 GENESSEE ST. KANSAS CITY, MO 64102 MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED REQUIREMENTS SPECIFIED BY BUTLER. THE FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTIVN: BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ANY OTHER PRODUCT OR COMPONENT ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE FURNISHED BY BUTLER EXCEPT TO ANY WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER DESIGN OR PERFORMANCE REQUIREMENTS MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER . SPECIFIED BY BUTLER. ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS 8242016 20:29.55 FRAME CROSS SECTION AT FRAME LI NE(S) 4 BUILDER: North Valley Building Systems, Inc. BUTLER y Butler Manufacturing VPC VERSION: 2016.1c JOB#: 16-019178-01 CUSTOMER: Anderson Bros Corporation DATE: 8/25/2016 LOCATION: Chico, California DRAWNJCHECK: SIB / JG PROJECT: Anderson Bros Corporation PAGE: 10 BUILDER'S Poe: 16-961 a annsion or tsiueacope euiaings Nunn mmenca, ux;. BUTT'LE COU',,', TY 1-8 4✓ i 5..�"..0 p i A.s'r 0.i f� 1 �..o 4 %J 1 L) pp r y Frame Member Schedule Part Mem Width Thick WebThk. Depthl Depth2 CX003 1 6.0000 .3125 .1345 i'-0" 1'-10" RBX003 2 5.0000 .2500 .1345 1'-11" 1'-0" 13'-6 3 5.0000 .1875 .1345 1'-0" 1'-0" RBX004 4 5.0000 .1875 .1345 1'-0" 1'-0'° — — — 5 5.0000 .2500 .1345 1'-0" Bolt Bolt Plate CX004 6 6.0000 .2500 .1345 1'-0" 1'-10" D 7 18'-6" Ridge Ht. 6 3'-6" 5 2 @ 4'-6 1/811. 4 if–ivy 3 1'-6" 2 2'-0" 1 8 1/2" R Dimension Key 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. Ql Co N U� C7 W^ (/� N RBX 0 0 3 Approx.Lgth Approx.Weight 13'-6 11/16" 308# 30'-1" 476# 30'-1" 471# 13'-6 11/16" 274# 30'-1 1/4.. 1.000:12-- 4 4 301-1 1/4" 1.000:12 4 @ 51 -0IV ===4 @ 5'-0« Frame Clearances o O Horiz. Clearance between members 1(CX003) and 6(CX004): 54'-11" Ln O Vert. Clearance at member 1(CX003): 13'-6 11/16" O U) 11) O Vert. Clearance at member 6(CX004): 13'-6 11/16" CD Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) ,--I Bolt Connection & Plate Schedule — — — N ^ Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo N co Dia. Length Thick. Out In A 8 A325 3/4" 2 1/2" 1/2" 2 2 Yes 0097284 B 6 A325 3/4" 2 1/2" 3/8" 1 2 Yes 0097284 C 6 A325 3/4" 2 1/2" 1/2" 2 1 Yes 0097284 T 60'-0" FRAME CROSS SECTION AT FRAME LINES) 5 Shape Name = Warehouse Wall 4, Frame 5 THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE MFG, AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED REQUIREMENTS SPECIFIED BY BUTLER. THE FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REv: DATE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ANY OTHER PRODUCT OR COMPONENT ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN f CCORDANCE FURNISHED BY BUTLER EXCEPT TO ANY WITH THIS DRAWING, DETAILS REFERENCED'N THIS DRAWING, ALL APPLICABLE BUTLER DESIGN OR PERFORMANCE REQUIREMENTS MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER SPECIFIED BY BUTLER. ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: (2) GFB2097 n O O ►P `r -� No. C 82293 Exp. 3-3118 r -I ev CIVI SOF Cp,L1F PERMIT SET- For Building Dept. Approval BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 FRAME CROSS SECTION AT FRAME LI NE(S) 5 BY: DESCRIPTION: BUILDER: North Valley Building Systems, Inc. JOB#: 16-019178-01 CUSTOMER: Anderson Bros Corporation DATE: LOCATION: Chico, California BUTLER 8/25/2016 DRAVMCHECK: PROJECT: Anderson Bros Corporation Butler ManufacturingSIB / JG PAGE: NTS BUILDERS PO#: 16-961 VPC VERSION: 2016.1 c 11 �.li.dc.nn nlCiLmGnro Ri4limc Nnr}h Grwrica Ire i_. !jriPAt i;� I L g o O O Ln O LO O O [� M O U) 11) O N M N W Ln CD r -I 00N O CD fZ4 C7 44 C7 44 CD w ,--I OQ LL+ 44_ _ — — — — N ^ (rt B 44 ---- v' N co _ 60'-0" FRAME CROSS SECTION AT FRAME LINES) 5 Shape Name = Warehouse Wall 4, Frame 5 THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE MFG, AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED REQUIREMENTS SPECIFIED BY BUTLER. THE FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REv: DATE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ANY OTHER PRODUCT OR COMPONENT ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN f CCORDANCE FURNISHED BY BUTLER EXCEPT TO ANY WITH THIS DRAWING, DETAILS REFERENCED'N THIS DRAWING, ALL APPLICABLE BUTLER DESIGN OR PERFORMANCE REQUIREMENTS MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER SPECIFIED BY BUTLER. ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: (2) GFB2097 n O O ►P `r -� No. C 82293 Exp. 3-3118 r -I ev CIVI SOF Cp,L1F PERMIT SET- For Building Dept. Approval BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 FRAME CROSS SECTION AT FRAME LI NE(S) 5 BY: DESCRIPTION: BUILDER: North Valley Building Systems, Inc. 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(D O (D F -I N F" F� 1,0 co F -I (D rt (n h, o n NN n O rt CrJ C� Ci t3' (D _ (D - '7 N O t17 rd �: &.A (D b �C O O F1 x O o o w O O O N 00 OO 00 P- ¢1 = O N L, ::% FQ O w N N O 7d N N d> - - O 0 O (D 61 - I 1 OO rt0-- (D z J Cn cn O rt \ N F -I N n (D F-' 61 dl al 00 rt O �C O rt o �3' O (D (D w O N Vi co CA v () ::r $r O (D I �. :j cn Cn � v I F'S J &A O b • (D O ¢► - O 410 fi OO -_l rt C) N z 00 O JA 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. DAM 05/10/10 1 REV. NO. 01 ROD BRACING TH R U R 0 D SLOT BR02H 1 COLUMN SHOWN / RAFTER SIMILAR NOTE: ALL BOLTS TO BE 1/2" X 1 1/2" A325 PURLIN BOLTS (49080) (U.N.O.) —� ENDPOST �1/2" X 1 1/2" A325 BOLTS (49080) WITH HARDENED WASHER (095872) EACH SIDE (TYP AT PURLIN END OF BRACE) FLANGE BRACE (GFB- OR HFB-) RAKE BEAM REV. DATE:11/16/15 I REV. NO. 03 1 ENDPOST TOP BETWEEN PURLINS BR25CA NO CAP CHANNEL - BRACED TO PURLINS ONLY COLUMN / RAFTER HAUNCH ___. ROD SLOT BACKING PLATE MAY EXIST HARDWARE INSTALLED IN THIS ORDER: HILLSIDE WASHER - FLAT WASHER "B" FLAT WASHER "A" HEX NUT NOTE- FIELD CUT HOLES IN INSET GIRTS AT INTERFERENCE WITH RODS BRACE FRAME BRACE LOCATION I LOCATION — ROOF SECONDARY MEMBER 0 0� WALL BRACE _ o _ 0 --- o I ROD FLANGE BRACE (GFB—) OR (HFB—) ROD BRACING THRU ROD SLOT WASHERS SIDEWALL COLUMN 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 1. 095237 095947 095948 043658 1" 095238 095948 095949 043659 1 1/8" 095239 095949 095949 043659 REV. DAM 05/10/10 1 REV. NO. 01 ROD BRACING TH R U R 0 D SLOT BR02H 1 COLUMN SHOWN / RAFTER SIMILAR NOTE: ALL BOLTS TO BE 1/2" X 1 1/2" A325 PURLIN BOLTS (49080) (U.N.O.) —� ENDPOST �1/2" X 1 1/2" A325 BOLTS (49080) WITH HARDENED WASHER (095872) EACH SIDE (TYP AT PURLIN END OF BRACE) FLANGE BRACE (GFB- OR HFB-) RAKE BEAM REV. DATE:11/16/15 I REV. NO. 03 1 ENDPOST TOP BETWEEN PURLINS BR25CA NO CAP CHANNEL - BRACED TO PURLINS ONLY COLUMN / RAFTER HAUNCH ___. ROD SLOT BACKING PLATE MAY EXIST HARDWARE INSTALLED IN THIS ORDER: HILLSIDE WASHER - FLAT WASHER "B" FLAT WASHER "A" HEX NUT NOTE- FIELD CUT HOLES IN INSET GIRTS AT INTERFERENCE WITH RODS BRACE FRAME BRACE LOCATION I LOCATION — ROOF SECONDARY MEMBER 0 0� WALL BRACE _ o _ 0 --- o I ROD FLANGE BRACE (GFB—) OR (HFB—) RFV. DAM 05/10/10 1 REV. NO D2 ROD BRACING THRU ROD SLOT WASHERS SIDEWALL COLUMN ROD DIA. NUT A B HILLSIDE 3/8- 095321 096408 46040 043657 1/2" 095230 095872 095946 043657 5/8- 095233 095945 095946 043657 3/4" 095235 095946 095948 043658 7/8" 095237 095947 095948 043658 1" 095238 095948 095949 043659 1 1/8.. 095239 095949 095949 043659 RFV. DAM 05/10/10 1 REV. NO D2 ROD BRACING THRU ROD SLOT BR02J 1 SIDEWALL COLUMN SHOWN / RAFTER SIMILAR F = FEET G = GAGE CX*** = COLUMN (PLATE) I = INCHES 0 = OPERATION CGX*** = COLUMN (GAGE) E = EIGHTHS C = FIN/COLOR WCX*** = COLUMN (HOTROLL) PANEL/COVERING 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 R THE PERFORMANCE L DESIGN T 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 OFBBUTLER 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. W 1 ;, 1. 1 7 2 6 1 K T D MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 REX*** = RAFTER (PLATE) * F F I I E G G 0 C C C REV: BGX*** = RAFTER (GAGE) LENGTH CODE BUILDER: North Valley Building Systems, Inc. CUSTOMER: Anderson Bros Corporation LocAnoN: Chico, California PROJECT: Anderson Bros Corporation BUILDERSPOft: 16-961 WRX*** - RAFTER (HOTROLL) 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. TRX*** = TRUSS RAFTER INSULATION DATE: 8/25/2016 1 8 1 3 0 1 0 3 6 0 3 0 W V ICX*** s INTERIOR COLUMN ** F F F I I I I I I E C C PCX*** =PIPE COLUMN LENGTH WIDTH THK CODE TCX*** = TUBE COLUMN SECONDARY (STANDARD) a division ofBlueScope Bdldings North America, O' B Z 1 9 1 1 4 1 7----- EPX*** = ENDPOST (PLATE) * * * F F I I E G G * * * * * EGX*** = ENDPOST (GAGE) OEPTH LENGTH GAGE ADJUST.CODES L SHAPE CBX*** = CANOPY (PLATE) SECONDARY (SPECIAL) CBX*** = PIGGYBACK CANOPY 0 C 1 a 8 Z 1 9 1 1 4 1 7- -- DCC*** = 8 1/2" GAGE POST •• F F I I E c c• • DCE*** = 10" GAGE POST COUNIER DEPTH& LENGTH GAGE ADJUST.CODES SHAPE ROD BRACING RS - THREADS BOTH ENDS 0 3 R S 2 5 1 0 RT = THREADS ONE END - CLEVIS ONE END I E** F F I I RU = CLEVIS BOTH ENDS DIA LENGTH RP = THREAD BOTH ENDS - NO HILLSIDES 1.REV. DATE:08/29/11 IREV. NO 01 1 MARK NUMBER KEY 1 EN50131 11 COMMON GENERATED MARK NUMBERS NOTE: DO NOT ATTACH PANEL (OR PANEL CLIPS) TO PORTAL PRACE BEAM. PORTAL BRACE BEAM PORTAL BRACE SUPPORT LOCA CLIP RFLA W/ �-1 \\ THICK FLANGES FLANGE BRACE WILL TYPICALLY �J_� CONNECT TO THE WEB 01" THE FRAME MEMBER. SEE , ROOF PLAN �` FOR PART # (00007JS_) �' ALTERNATE CONNECTIONS FLANGE BRACE REQUIREMENTS: RULE#1- ALL FLANGL BRACES ON CROSS SECTIONS MUST BE INSTALLED. RULE#2- SINGLE FLANGE BRAES ARE REQUIRED WHEN PART MARK ON CROSS SECTION IS NOT ACCOMPANIED BY (2). RULE#3- FLANGE BRACES ARF 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. 0ATE.07/01/09 REV. NO. 00 TYPICAL FLANGE BRACE CONNECTIONS REV. DATE.11/11/13 REV. N0. 03 eR06AE CONT. PURLIN LAP SHOWN, CONT. GIRT do SIMPLE PURLIN BR11F1 BASIC ERECTION GUIDE REQUIRED FOR THIS PROJECT: REFER TO: WIDESPAN STRUCTURAL SYSTEM 2013 INSTALLATION vUIDE BUTLER DATE:01/30/14 IFEV. NQ00 EN13002 BASIC ERECTION GUIDE — STRUCTURAL KNEE BRACE —KBD ---- (4) 3/4" x 2 1/2" A325 BOLTS UNLESS NOTED OTHERWISE PORTAL BRACING KNEE BRACE CONNECTION 3/4" x 2 1/2" A325 BOLTS 1fP EACH END NOTES: -DO NOT ATTACH ROOF PANEL TO PORTAL BRACE. -LOCATE EACH PORTAL BRACE SUPPORT AT PORTAL BRACE KNEE STIFFENER LOCATION. -SEE SECONDARY ROOF PLAN FOR PBA LOCATIONS. FIELD DRILL 9/16" DIA. HOLE IN WEB OF PORTAL BRACE FOR PURLIN BRACE ASSEMBLY (PBA--) ATTACHMENT. ATTACH WITH (2) 1/2" X 1 1/2" A325 BOLTS WITH OUT WASHERS FIELD DRILL (2) 9/16" HOLES PORTAL BRACE SUPPORT MEMBER IN PURLIN. (00007JS-) �EAVE STRUT �-PURLIN �® PG1' V 1\\F'Go jBRACEPORTAL TTAC)H 1N X2,(2) A325 BOLTS WITWASHERS (TYP,) FIELD DRILL (2) 9/16" HOLES7" PURLIN DEPTH IN STIFFENER. REV. DATE09/25/13 IREV. NO. PORTAL BRACE SUPPORT BR12H3 PORTAL BRACE SUPPORT MEMBER VPC FILENAME: 16-019178-01 014,11.1 JGI./JII Ftl.( ESS ✓ No. C 82293 m Exp.3-3 -18 C / V 1 \-- \FOF CA�1��' PERMIT SET- For Building Dept. Approval 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 R THE PERFORMANCE L DESIGN T 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 OFBBUTLER 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. MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 PRIMARY BRACING SED'S REV: DATE: BY: DESCRIPTION: BUILDER: North Valley Building Systems, Inc. CUSTOMER: Anderson Bros Corporation LocAnoN: Chico, California PROJECT: Anderson Bros Corporation BUILDERSPOft: 16-961 BUTLER L Butler Manufacturing VPCVERSION: 2016.1c 1 JOB #: 16-019178-01 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: 8/25/2016 DRAWN/CHECK: SIB / JG PAGE: 13 DRANNGSCALE: NTS a division ofBlueScope Bdldings North America, Inc. VPC FILENAME: 16-019178-01 014,11.1 JGI./JII Ftl.( VPC FILENAME: 16-019178-01 THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF ONLY TO THE WORK PRODUCT OF BUTLER BUTLER. MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED REQUIREMENTS SPECIFIED BY BUTLER. THE FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ANY OTHER PRODUCT OR COMPONENT ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE FURNISHED BY BUTLER EXCEPT TO ANY WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER DESIGN OR PERFORMANCE REQUIREMENTS MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER PORARY BRACING BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE: BY: DESCRIPTION: SPECIFIED BY BUTLER. ERECTION, INCLUDING THE CORRECT USE %J TEM DRAVUINGSCALE: NTS PERMIT SET- For Building Dept. Approval , hT9 11j BUILDER: North Valley Building Systems, Inc. CUSTOMER: Anderson Bros Corporation LOCATION: Chico, California PROJECT: Anderson Bros Corporation BUILDER'S Poo: 16-961 16-019178-01 DATE: ::J:3:U�TLER DRAMCHECK: Butler Manufacturing SIB / JG PAGE: VPC VERSION: 2016.1c 8242016 SEDSheet 20:30:21 a "'""" ' ' "'— vv" " ""J. , , A'"J9 T"1, ,1 'F+`sill We�r� °*" r* GUSSETS WHEN REQUIRED BY DESIGN "* ° GUSFETS WHEN REQUIRED BY DESIGN GUSSETS WHEN REQUIRED BY DESIGN V"STITCH OR GUSSETS WHEN REQUIRED BY DESIGN , _ � 1 112" - 3 (1 O GA. WEB) CJP OR TYP ALTERNATE 2 — 5 (3/16 1/4 WEB) ALTERNATE ---------��� * r BOLA NG 4 — 8 (5/16 — 1/2 WE6) * PLATE ROW5 ROWS OUT ROWS ROWS OUT OUT OUT * TYP ALTERNATE * i BOLTING V TYR PLATE OR ALTERNATE ROWS BOLTING OR CSP RN"� ROWS IN \ ALTERNATE PLATE ROWS ALTERNA ALTERNATE _ — \ \ 2oLnNG f \ N - 80LT1NG BOLTING — — % — GOR PLATE ` — LATE PLATE RIDGE __-- \ \ Raws�tN OR , L � RAFTER �I Clip JP CJP C� \ 5T1TCH \ � ROWS OUT CJP \ /` 1 /2" — 3 (10 GA. WEB) \ STITCH / {5/16 \ * * OR 1 i /2" — 3 (i 0 GA, WEB CJP �k / 4 - 8 / 1 /2 WEB) \ ALTERN ATE * O.JF3 2 - 5 (3/16 & 1/4 WEEI) \ * / BOLTING \ 4 - 8 (5/16 - 1/2 WEB) PLATE RCN_ DA7_-M/I3tI4 IftV. NaLa7 HAUNCH / COLUMN CONNECTION RGV. DA TL• Ql I x/14 REV. ND. D2 LOW SIDE HAUNCH CONNECTION RCN. 11ATC:.Q1 3 4 Re:V. N D. 02 HIGH SIDE CONNECTION REV. 11A i £�I 13 � REV. N 0. Q] BOLTED RAFTER SPLICE CONNECTIONS TOP BOLTED WELD STD. FACE BOLTED WELD STD. BOLTED WELD STD. WELD STD_ STITCH 1 1/2- - 3 (10 GA. WM) COLUMN (CX-) OR (ICX-) OLUM N (TCX-) OR (PCX- ) 2 - 5 & 114 WEB _ 0jP [.3/18 4 - 8 5/16 - 1/2 `IDES I I cJP I I FLANGE CHANGE INSPLINEECTION I I I ( TUBE OR PIPE COLUMN CJP FF 5. W, I I RANDOM SHOP SPLICE I I --<OJP TYP. BASE PLATE I ( BASE PLATE CJP DESIGN MEMBER DEPTH REv. DATE 2 73 z IMV. Na.FRAME CONNECTION AT I N TERI G R COLUMN '�"' °" _ ' RE" ro °' TYPICAL BASE PLATE CONNECTION "�' °� a �' 12 RV. "D• °' TYPICAL BASE PLATE CONNECTION Rte. nAM- 2123/U ""'' "°� °' VARIOUS RANDOM SHOP SPLICE WELD STD. BASE PLATE TO COLUMN WELD STD. BASE PLATE TO COLUMN WELD ST(J_ SHOP SPLICE WELD STD. MNIMUM FILLET WELD FLUSH — UNST]FFENED The Table below shows Code minlrnurn welds for AISC & CSA/V639. If weld shown on Engtneering Weld Standard or on fabrication LANCE PLATE GENERAL NOTES: GENERAL NOTES: o v o a o a o 0 0 a o D o 0Ut document9 are less than these, then the weld 9IZo 9hown below THE FILLET WELD SHALL BE CONTINUOUSLY 0 0 o a a a fe to lee used, based on the moterict thickness being Joined. SUBMERGED ARC WELDED ONE SIDE OF THE 1. SEE FRAME CROSS SECTION FOR BOLTING PLATE 100 To a o a C a D AM TABLE J2.4 & AWS01.1 S.B MINIMUM GMAW FlLLEr WELD SIZE WEB TO BOTH FLANGES AS ILLUSTRATED. --WEB PLATE THE MINIMUM FILLET WELD SIZE SHALL BE THICKNESS AND NUMBER OF ROWS 0 U T AND I N . o v 53 D4 TAKEN FROM TABLE BELOW. 11 12 13 14 51 32 11rrrr��uu BMet41 Ti1lCkn [T] tanFtlkt Wec� asi 2. MIN. BOLTING P LATE WIDTH = FLANGE SI Z (6 �' EXTENDED — UNSTIFFEN ED in, rnrn in, mm a D a D a D a 0 a D O D a O O O a O T S 1/4 T< 8 1/8 3 MIN.) a s a s 0 0 a a o a o Q o o a o a a 1/4- T <_1 2 T 12 3/16 D / / S MIN. a D a D D a o a 1/2 < T <_3/4 12 < T < 20 1/4 6 3. SIZE OF WELDS UNLESS NOTE D 0 N a D o 0 N!d" FILLET VaD RMS (Ush CNVD& & r" CO) (AW90 1.1 - TMILE 4,dj 3/4- < T 20 s r 5/16 8 MATERIAL THICKNESS Q r SS/ON ELS ELS 1�,ar='MCOES9 OVER • T = Thickness Df the thinner part jvned (USA. CANADA do MEXICO) Aeaurnes lew hydrogen welding using GMAW filler meta! � ��R 1/4' 6/18- 31!W 1/2- 5/b•3/4' 1• 1 1/e• 11/'r �� A' 31 32 33 71 72 73 process ' < EXTENDED - STIFFENED (GUSSET) 1/8' +/e• 1/e'1/8, 1/8• 1/0' I/8' 1/e' daoc EP70-3 (G-C49A 20 C3) or SAW flllar mratol class F7AO- 1� 1/e• 1/e" 1/e- Z 0 0 0 0 o a o 0 0 o a o 1Ar 1/6- 1/e' 1/0- 1/0' 1/e" 1/6' 1/e' I/1s' 1/e` EM13K (F49h2-FM13K). WA 111r ��` N0. C 82293 o 0 0 0 0 0 FILLET WELD ASSEMBLY (AM D1.1-06 Sea 3.221) _' 3 le- +/!!" +/� +/�." +/15" +/a. 1/a. +/e' 1/6' �/1b' s/I6" 3/1e' rn 1 m Exp. �' 1- 8 a s a D a D a o a o a D a D a o a a 1 C 1/B' 1/8" 1/8- 1/B• 1/0- 1/e- 1/e- 3/18• 3/16• 3/16• 3/16• Cape In parte to be Vne�d by fillet welds may have 0 �7 o D a D D o o a b/1s' 1/B• 1/e" 3/18' 3/1e• 3/16• 3/18" 3/18" 3/1D• 3/16• 3/ie• 3/18' GCS of 5,.1 /16 with no cldjuetme2'tt in wsid size. �� o 3/y 1/e' 1/e" a/1e- J/1e' S/16• A/1e' a/1e- a/1e• 3/I6• s/1e• a/1e• Gaps > 1/16" but <J3/16", fillet weld leg rnuet be increcaed b the the cn'b C I V � `- \� 41 42 43 8 i 8 2 � 1/2. Ipr 1/e- 3/10- 3/1a" 3/1a• 3/16- a/le- 3/le• s/la• 3/Id 3/10• 6/S• 1 /D' 1lr J/1 C- 3/16" 3/14' 1/f 1/4' 1 /4' 1 /4- 1 /4- 1 /4' amount of root i 9" Ci Gape > 3/16", eorrective work it required to bring PC" I�FOF CAL\F�g Min(mum bolt spacing Is 3" U.N.O.into Z 3/4• 1/Is" 1/8- 3/1e- 3/1e 3/1V 1/,f' 1/4' 8/16• 15/18- 6116• 5/1rs• aa�eptoble contact.SEE 'BOLTED END—PLATE CONNECTION" SECTION OF DESIGN CALCULATION FOR PLATT ID REV. DATE 2 S 1 JMV. Na O7 GENERAL WELD REQUIREMENTSTYPICAL t�V. DATE ! 23 7 R.N. NOTESGENERAL MV. OAT7` 21=111 2 RCV. ND. a1 NOTES REV. OAx:01 /13/14 REV. NatD BOLTED END—PLATE CONNECTION LAYOUT 971 V%IELD STD. TYPICAL SECTION THRU BUILT—UP MEMBERS VPC FILENAME: 16-019178-01 THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF ONLY TO THE WORK PRODUCT OF BUTLER BUTLER. MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED REQUIREMENTS SPECIFIED BY BUTLER. THE FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ANY OTHER PRODUCT OR COMPONENT ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE FURNISHED BY BUTLER EXCEPT TO ANY WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER DESIGN OR PERFORMANCE REQUIREMENTS MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER PORARY BRACING BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE: BY: DESCRIPTION: SPECIFIED BY BUTLER. ERECTION, INCLUDING THE CORRECT USE %J TEM DRAVUINGSCALE: NTS PERMIT SET- For Building Dept. Approval , hT9 11j BUILDER: North Valley Building Systems, Inc. CUSTOMER: Anderson Bros Corporation LOCATION: Chico, California PROJECT: Anderson Bros Corporation BUILDER'S Poo: 16-961 16-019178-01 DATE: ::J:3:U�TLER DRAMCHECK: Butler Manufacturing SIB / JG PAGE: VPC VERSION: 2016.1c 8242016 SEDSheet 20:30:21 a "'""" ' ' "'— vv" " ""J. , , A'"J9 T"1, ,1 'F+`sill We�r� .z Secondary Part Schedule Mark Part Thick. Depth Lap Detail E1 00108ES1911417Bll 0.0600 8 1/2" I I RS12PH,RS12PA E2 08E1911417DDB11 0.0600 8 1/211. i RS12PA E3 00208ES1911417B11 0.0600 8 1/2" M P1(Typ.) RS12PH,RS12PA E7 08E1911411DDB11 0.1130 8 1/211 RS12PAIRS12PE P1 08Z2011417B1B1 0.0600 8 1/2" 10 1/2" RS02T1,RS01T1 P2 08Z22114i722BO 0.0600 8 1/2" 1'-4 1/2" RS01T1 P3 08Z211141711BO 0.0600 8 1/2" 10 1/2" RS01T1 6- =.I l 2 3 4 5 6 1R2B5 1R2B4 1R2B3 1R2B2 1R2B1 C I 14 BL 1R1B1 1R1B2 1R1B3 1R1B4 1R1B5 191-611 —... 20' _6►► -O•• 20 _Orr 20 _O�� 19 v 100'-0" ROOF SECONDARY PLAN 09 BR09PK 0 secondary Bracing Schedule OPart mark Key Id Qty Mark No I I I I I I I I I I I I I 1'-1" 3 001SGA11056 i I � I I P1(Typ.) I P2 p. I P3 (rEx7n.) I P2 M P1(Typ.) 4'-6 1/8" N P1(Typ. ) I DRAwINcsc�LE: NTS P1(Typ.) P2( p.) I P3p•) i P2( p. l I I V 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 BL 1R1B1 1R1B2 1R1B3 1R1B4 1R1B5 191-611 —... 20' _6►► -O•• 20 _Orr 20 _O�� 19 v 100'-0" ROOF SECONDARY PLAN 09 BR09PK 0 secondary Bracing Schedule OPart mark Key Id Qty Mark No Spacing 1 002SGA11056 1 48 PBA0410 4'-6 1/8" 2 002SGA18064 2 10 CPBRB010510 1'-1" 3 001SGA11056 3 40 CPBB050108(Typ.) 5'-0" 4 001SGA18064 4 10 CPBB040712 4'-6 1/8" See SED: r7G� DRAwINcsc�LE: NTS J 01 SO J NOW S No. C 82293 m Cr_ Exp, 3-31-18 C/ V l\- FOF CA��FO 1 6 i BR09K5, 0R090 G, FiR09RY, BR RZ, Dimension Key BR09PH, BR09JH, BR09K2 Shape Name -Warehouse PERMIT SET- For Building Dept. Approval 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. THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY R THE PERFORMANCE L DESIGN T ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. 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. B BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 ROOF SECONDARY PLAN REv: DATE: BY: DESCRIPTION: BUILDER: North Valley Building Systems, Inc. CUSTOMER: Anderson Bros Corporation LOCATION: Chico, California PROJECT: Anderson Bros Corporation BUILDEIzsPo: 16-961 BUTLER Butler Manufacturing VPC VERSION: 2016.1c JOB #: 16-019178-01 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN LRECTING 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: 8/25/2016 DRAWN/CHECK: SIB / JG r7G� DRAwINcsc�LE: NTS a division of BlueScooe BLildinas North America. Inc. VPC FILENAME: 16-019178-01 C/L4fzUlb cv.jv.vv ',^._ --, .z AT EAVE ERECTION NOTE: " " (1/2"AND USE (2)11/32" 6ND PBA 4" T-45 GRAY BRACE FRAti1E BRACE USE (1) 11 /32 X 1 1 /4 GALV. 2HEX UTS LOCATION LOCATION ROOF T-45 GRAY SCRUBOLT 097352 SCRUBOLT (097352) AND SCRUBOLT NUT (097267) SECONDARY WHEN A CHANNEL BRACE DOES NOT LINE UP WITH ANOTHER _ I ( ) (47120) LOCATE (HEAD OF SCRUBOLT TO BE ON OUTSIDE OF EAVE STRUT) +EMBER CHANNEL BRACE OR THE SLOTS IN THE PURLIN WEB FOR SCRUBOLT RUT (097267) (1) NUT ON EACH A DROP PIN CONNECTION BEND THE CHANNEL TABS TOWARDCHANNEL HEAD OF SCRUBOLT TO SIDE OF PURLIN EAVE PURLIN SEE FACE OF 0"• ""` I THE PURLIN WEB AND USE A SELF -DRILLER (55307) TO ATTACH. PURLIN BRACE BE ON OUTSIDE OF USE TOP HOLE OF BRACE ASSY. EAVE STRUT VIEW 00 (CPB-)(TYP.) EAVE STRUT ANTI -ROLL CLIP (PBA-) FOR TAB ATTACHMENT 0 0 �— o I IF PRESENT. � — -- ----- — --- — (2) 1 /4-14 x 1 1 4 FLANGE BRACE (2) 1/4-14 x 1 1/4" STRUCT. SCREWS (GFB—) OR (HF8—) STRUCT. SCREWS (55307) CLIP REQ'0 W/ (55307) THICK FLANGES FLANGE BRACE WILL TYPICALLY CONNECT TO THE WEB OF THE CHANNEL CHANNEL FRAME MEMBER. — FACE OF O — BRACE BRACE I ® EAVE STRUT 4 (CPB—) (CPB—) ® PURLIN ALTERNATE CONNECTIONS FLANGE BRACE REQUIREMENTS: RULE#1— ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. — PURLIN ® EAVE PURLIN BRACE USE (2) 1/2" GALV. HEX EAVE RULE 2— SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON DETAIL BR09JG EAVE STRUT PBA- AT 8 1 2", 10", STRUT # (PBA-) / NUTS (47120) LOCATE (1� i CROSS SECTION IS NOT ACCOMPANIED BY (2). PURLIN I BRACE STRAP 11 1/2" FURLINS. NUT EACH SIDE OF PURLIN RULE#3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB L (1) 1/4- X 6 1/4" (ESBS1) AT 8 1/2", (NOT REQ. AT 7" PURLIN EAVE PURLIN WHEN PART MARK IS ACCOMPANIED BY (2). DROP PIN (097556) 10" 11 1/2" EAVE STRUT TO 7" EAVE STRUT RULE#4— WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE � (TYP. PER EACH END) (JCP051050) AT 7" EAVE STRUT ) BRACE ASSY. USE WHEN OF THE BUILDING. CHANNEL BRACE USE WHEN CHANNEL BRACE DOES LINE UP WITH THE DOES NOT LINE UP WITH IPURLIN (PBA—)(TYP.) RULE#5- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME SLOTS IN THE PURLIN WEB. THE SLOTS IN THE PURLIN WEB. II AVE STRUT NOTE: SEE ERECTION DRAWINGS SIDE OF THE FRAME WEB. FOR LOCATION ** 10" &11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. FOR LOW OR HIGH EAVE LOCATIONS. REV. DATE 04/01/11 REV. NO. Os REV. DAM REV. NO. OD -� REV. DATE01/07/13 REV. NO. 04 REV. DATE -11/26/12 REV. NO. oa EAVE STRUT BRACE REV. OATE:07/01/09 REV. NO. 00 TYPICAL FLANGE BRACE CONNECTIONS CHANNEL BRACE ENDING AT PURLIN WEB SINGLE CHANNEL PURLIN BRACE EAVE BRACE STRAP AND EAVE PURLIN BRACE BR06AE CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN BR09JG SELF—DRILLER WITH BENT TABS BR09JH ENDING AT PURLIN WEB LOCATICN BR09K2 LOCATED AT EAVE —CENTERLINE OF FRAME BR09K5 NOTE:END FRAME INT. FRAME INT. FRAME INT. FRAME 1. SEE CHART FOR RIDGE BRACE II NEST NDEND BAY INTERIOR BAY ASSEMBLY SELECTION. ROTAair 2. NEST CHANNELS TO ACHIEVE �I TO ALIGNS (1) PURLIN BRACE 5" BETWEEN HOLES AND HOLES CHANNEL o ] o o (1) PURLIN BRACE o ] O o CHANNEL USE DROP PINS TO SECURE. CHANNEL ADJUST. CODES PURLIN BRACE USED TO (CPB-)(TYP.) SECTION SECURE (Z) PURLIN BRACE ] ] o o GAGE x 6 1/4" WITH DROP CHANNELS (2) PURLIN BRACE PINS (3) PURLIN BRACE _F 0 ] J o EIGHTHS DROP PINS (097556) ] ] 0 CHANNELS INCHES NGTH CHANNELS I EFETI (millimeters) �\ (4) PURLIN BRACE ] ] ] (4) PURLIN BRACE ] ] SHAPE I ` � CHANNELS CHANNELS { PTH FunE)[ TYPICAL ;� 3„ TYPICAL / CLUSTER CLUSTER, CHANNEL STANDARD NOTES: STANDARD NOTES:DEPTH SHAPE GAGE RIDGE BRACE ASSEMBLY - PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN 'BRACES. - PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRAES. 07 = 7" Z = ZEE 11 = 0.113 (CPEMBBR- ' THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: ag = $ 1/2" C = CEE 12 = 0.098 PURLIN E 0 — DO NOT INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. 0 — DO NOT INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. 10 = 10" E =LOW EAVE STRUT 13 = 0.088 H — HIGH EAVE STRUT IOG 11 = 11 1/2 14 0.079 . ' R — INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. ] — INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. 15 = 0.073 L (1) 1/4" X 6 1/4" SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS. SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS. 16 = 0.068 PURLIN - INSTALL PURLIN BRACES AT THE RIDGE AND WORK TOWARD THE EAVE. - INSTALL PURLIN BRACES AT THE RIDGE AND WORK TOWARD THE EAVE. (TYP. PER EACH END) 17 = 8.068 DROP PIN (097556) - 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. °ATE 07/01/D9 REV. NO. OD SINGLE CHANNEL PURLIN BRACE REV. GATE: 07/01/D9 REV. NO. OD CHANNEL RIDGE BRACE ASSEMBLY REV. DATE: 07/01/09 REV. NO. 00 REV. DATE; /09 REV. NO. oo REV. DATE:07/01/09 REV. No. oo PURLIN BRACE CLUSTER LOCATION PURLIN BRACE CLUSTER LOCATION SECONDARY PART MARK NUMBER BR09PH INTERMEDIATE LOCATION BR09PK SINGLE BRACE AT SYMMETRICAL RIDGE BR09RY END BAY CHANNEL LOCATION BR09RZ INTERIOR BAY CHANNEL LOCATION EN -51 B 1 COMMON GENERATED MARK NUMBERS PG1 CLIP � ERECTION DRAWING PART MARK i TT 2 1/2" 2 5/8.. ADJUST. CODES P GAGE Bol, EIGHTHS R VPRIES 11/ INCHES LENGTH1 W 1 B 3 rn i II i metars WELDED CLIP CONNECTION RAMIE BOLTED CLIP CONNECTION FEET ALT. CONNECTION I' ALT. CONNECTION SHAPE IES DEPTH I BAY NUMBER 48' co� BAR !�'�FR-�S COUNTER LIP 6a 1y <c` ` r✓LS�,�, r CANOPY (C) /PARTITION (P)/ ROOF(R)/WALL(W)NUMBER r DEPTH SHAPE GAGE 1� 07 = 7" = 11 = 0.113 1 � � No. C 82293 ZS ZEE p 08 = 8 1/2" CS = CEE 12 = 0.095 CLIPS BE REQUIRED FOR w Exp. -3 18 � BUILDING SHAPE PURLIN TO FRAME CONNECTIONS. C� 10 — 10" ES = LOW EAVE STRUT 13 — 0.088® REFER TO INDIVIDUAL FRAME �.�. 11 = 11 1/2- HS — HIGH EAVE STRUT 14 = 0.079 2 1/2" 2 5/8" e CROSS SECTIONS FOR BOLTED n BB = BACK TO BACK CEE 15 — 0THE BAY/BUNDLE CODE IDENTIFIES �� NUMBERS AND THEIR CV1�- FB FACE TO BACK CEE .073 LOCATIONS.Cl n FF = FACE TO FACE CEE 16 - 0.068 THE BUILDING CANOPY/PARTITION 17 - 0.060 \ � ��F CAL�F�� ROOF/WALL PLANE AND BAY 7� & S 1/2" PURLINS REV. DATE:07/DI/09 REV. NO. 00 SPECIAL SECONDARY PART MARK KEY REV.OATE:Ot/31/13 REV. NO.m SECONDARY BUNDLE LOCATION KEY REV. DATE 07/01/09 REV. No.oD PURLIN AND GIRT SIZESrMl /16 REV. NO. D2 PURLIN CONNECTION AT INTERIOR FRAME EN5182 COMMON GENERATED MARK NUMBERS EN 51 B3 ALL SECONDARY DEPTHS EN53F1 8 1/2" 216mm T1 CONTINUOUS PURLINS PERMIT SET- For Building Dept. Approval 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 OFB BUTLER MANUFACTURING 1. UNLESS PJI ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE 1540 GENESSEE ST. KANSAS CITY, MO 64102 ROOF SECONDARY SED'S W/O WASHEERS.RS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE REQUIREMENTS SPECIFIED BY BUTLER. THE FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BUILDER: North Valley Building Systems, Inc. JOB #: STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION gUTLEP. MFG. ENGINEER'S SEAL DOES NOT 16-019178-01 OF WALL AND ROOF SHEETS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR. CUSTOMER: Anderson Bros Corporation DATE: APPLY TO THE PERFORMANCE OR DESIGN OF �3lJTLEi4 T 8/25/2016 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. ANY OTHER PRODUCT OR COMPONENT ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE LOCATION: Chico, California oRAvuwcHECK: FURNISHED BY BUTLER EXCEPT TO ANY WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER PRodEcr: Anderson Bros Corporation Butler Manufacturing SIB / JG DESIGN OR PERFORI,�ANCE REQUIREMENTS PAGE: SPECIFIED BY BUTLER. ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BUILDER'SPO#: 16-961 VPCVERSION: 2016.1c 1 15 VPC FILENAME: 16-019178-01 8242016 SEDSheet 20:30:00 a division of BlueScope Buildings North America, Inc. C!JTT�:� CCIIJ'QTY -T, .i RAKE BEAM REV. 0AM06/17/13 IREV. NO. D2 RS02T1 WELDED CLIP CONNECTION ALT. CONNECTION ENDBAY ROOF PURLIN BOLTED CLIP CONNECTION ALT. CONNECTION PURLIN CONNECTION TO END FRAME CONTINUOUS PURLINS EAVE STRUT -J EAVE STRUT BRACE STRAP — (ESBS1) AT 8 1/2", 10", 11 1/2" PURLINS. USE (JCP051050) AT 7" PURLINS. SHIM PLATE - (SEE CHART) (2) .1/2" X 2" A325 'BOL -1 (097280)— SHIM PLATE ROOF PITCH RANGE PART NUMBER .25 TO 1.99 N A 2.0 TO 2.49 ESH1 2.5 TO 3.49ESH2 ESH1 3.5 TO 4.001 ESH3 RS12PA J (4) 1/2" A307 THIN HEAD BOLT (096636) & NUT (095032) /-EAVE STRUT FRAME OR SOLDIER COLUMN EAVE STRUT CONNECTION AT INTERIOR FRAME ! -- -- - _ -- --- - ----- - -- EAVE STRUT - BRACE STRAP (ESB S1) SHIM PLATE (SEE CHART) PLATE• (EAP1) SIDEWALL OR SOLDIER COLUMN SHIM PLATE ROOF PITCH RANGE PART NUMBER .25 TO 1.99 N/A 2.0 TO 2.49 N/A 2.5 TO 3.49 ESH1 3.5 TO 4.00 ESH2 EAVE STRUT (4) 1/2" A307 THIN HEAD BOLT (096636) & NUT (095032) BOLT EAVE STRUT AND Ir EAP1 PLATE TO FRAME W/ (8) 1/2" X 2" A325 BOLT (097280) LO`V EAVE STRUT SHOWN - HIGH EAVE STRUT USES SIMILAR PARTS. REV. CAM 03/26/13 REV. NO. 04 1 EAVE STRUT W/ ATTACHMENT PLATE RS12PE INTERIOR FRAME 12411r,0 9ril EAVE STRU' 0 " CC *1'-0" AT 7" & 8 1/2" OUTSET 1'-3" AT 10' & 11 1/2" OUTSET LOW EAVE STRUT SHCWN - HIGH EAVE STRUT SIMILAR REV. 0ATE:03/26/15 I REV. N0. 01 EAVE STRUT CONNECTION RS12PH AT END FRAME LATE PART NUMBER N/A ESH1 ESH2 ESH3 ROOF BEAM ;097280) ELSE �. No. C 82293 m c,� Exp. -31 18 rr1 civic — OF CA�IF� PERMIT SET- For Building Dept. Approval 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. 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. B BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 ROOF SECONDARY SED'S REv: DATE: BY: DESCRIPTION: BUILDER: North Val:ey Building Systems, Inc. CUSTOMER: Anderson Bros Corporation LOCATION: Chico, California PROJECT: Anderson Bros Corporation BUILDER•SPO#: 16-961 BUTLER Butler Manufacturing VPC VERSION: 2016.10 JOB a: 16-019178-01 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 PER -RAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DATE: 8/25/2016 DR4WWCHECK: SIB / JG PAGE: 16 DRAWING SCALE: NTS VPC FILENAME: 16-019178-01 - 8242016 SEDSheet 2U:3U:UZ - - - -- - P TTE CO_JA I i Y A Secondary Part Schedule Mark Part G1 00108ZS180101510 G2 00208ZS180101710 G3 08Z1909415EE10 G4 08Z1909416EE10 Thick. Depth Lap Detail 0.0730 8 1/2" WSR0011WSR0041WSO1H2 0.0600 8 1/2" WSR00lrWSR004,WS0lH2 0.0730 8 1/2" WS01H2 0.0680 8 1/2" WS01H2 A B C D I I G2 G4 G2 i I LO zo G1 G3 G1 I I I I I I I 1W1BO 1W1B1 1W1B2 01-011 M- CL —201-011 60'-0" SECONDARY ELEVATION AT 1 CL 201-011 M. No. C 82293 Cr_1 Exp, -31 18 A N C / V 11.- FOF CAUL 1 GFA2 0 6 CPart Mark Key PERMIT SET- Fo,r Building Dept. Approval Shape Name = Warehouse, Wall =1 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF B BUTLER MANUFACTURING W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE 1540 GENESSEE ST. KANSAS CITY, MO 64102 SECONDARY ELEVATION AT 1 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION REQUIREMENTS SPECIFIED BY BUTLER. THE FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BUILDER: North Valley Y BuildingSystems, Inc. JOB #: 16-019178-01 BUTLER MFG. ENGINEER'S SEAL DOES NOT THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR OF WALL AND ROOF SHEETS. > APPLY TO THE PERFORMANCE OR DESIGN OF CUSTOMER: Anderson Bros Corporation DATE: 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. ANY OTHER PRODUCT OR COMPONENT ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE LOCATION: Chico, California RUTLER l' 8/25/2016 I o FURNISHED BY BUTLER EXCEPT TO ANY WITH THIS DRAWING DETAILS REFERENCED IN THIS DRAWING ALL APPLICABLE BUTLER DRAWN/CHECK: / DESIGN OR PERFORMANCE REQUIREMENTS MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER PROJECT: Anderson Bros Corporation Butler Manufacturing SIB JG PAGE: 17 SPECIFIED BY BUTLER. ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUILDER'SPO#: 16-961 VPC VERSION: 2016.10 DRAWING SCALE: NTS VPC FILENAME: 16-019178-01 8242016 20:30:04 a division &BlueScope Bindings NorthAmedca, Inc. 3 °.J T 'i. CCS' ���;' 4;} Secondary Part Schedule Mark Part G5 08Z2011417B100 G6 08Z21114171100 Thick. 0.0600 0.0600 Depth 8 1/2" 8 1/2-" Lap 10 1/2" 10 1/2" Detail WSR0011WS01G3 WS01G3 N O i O I lD kD I 1W2B1 1W2B2 1W2B3 1W2B4 1W2B5 I II " 20'-0" 20'-0" 19'-6" 19'-6" 20'-0 1 CL CL CL CL CL CL 100'-0" BL BL SECONDARY ELEVATION AT A CIO No. C 82293 cx- Exp, 3-31-18 ci Civl�_ �F CALIF�R' 2 3'-6" Bracing Part Schedule 1 6" Part Qty Length Detail Dimension Key 06RS2503 2 25'-3" T3R02H1 Shape Name - Warehouse, Wall = 2 PERMIT SET- For Building Dept. Approval 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/0 WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.ANY THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. 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 MODIr-IED REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. B BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 SECONDARY ELEVATION AT A REV: DATE: BY: DESCRIPTION: BUILDER: North Valley Building Systems, Inc. CLiSrOMER: Anderson Bros Corporation LOCATION: Chico, California PROJECT: Anderson Bros Corporation BuaDE►zsPo#: 16-961 I BUTLER y Butler Manufacturing VPC VERSION: 2016.1C JOB #: 16-019178-01 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 TEMPCRARY BRACING. DATE: 8/25/2016 DRAWNICHECK: SIB / JG PAGE: 18 i DRAWINGscALE: NTS o 4k4einnnfRhuQr naRidWimcNnrfhAmarira Inr VPC FILENAME: 16-019178-01 Sl14/1016 LU:SU.UJ Secondary Part Schedule Mark Part Thick. Depth Lap Detail G1 00108ZS180101510 0.0730 8 1/2" WSR001rWSR004,WS01H2 G2 00208ZS180101710 0.0600, 8 1/2" WSR001rWSR004,WS01H2 G3 08Z1909415EE10 0.0730 8 1/2" WS01H2 G4 08Z1909416EE10 0.0680 8 1/2" WS01H2 D C B A I I I I 1 1 � G2 G9— 2 I I I I I I I I b1 1 G1 ^3 G1 � I I I I I I I I I I I I I I 1W3B0 201-011 CL 1W3B1 0'-0" 60'-0" CL 1W3B2 0' —0'1 BL BL SECONDARY ELEVATION AT 6 No. C 82293 m Exp, 3-31-18 SOF CALIF% A 1 GFA206 O Part Mare Key PERMIT SET- For building Dept. Approval - Shape Name -Warehouse, wall - 3 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 T O ERECTION ' c SETS. OF WALL AND ROOF SHE 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT I 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. B BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 SECONDARY ELEVATION AT 6 REV: DATE: BY: DESCRIPTION: BUILDER: North Valley Building Systems, Inc. CUSTOMER: Anderson Bros Corporation LOCATION: Chico, California PROJECT: Anderson Bros Corporation SUILDER'SPO#: 16-961 SUTLER Butler ManufacturingSIB VPC VERSION: 2016.1c J - 16-019178-01 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 D MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DATE: 8/25/2016 DRAWWCHECK: / JG PAGE: 19 DRAWING SCALE: NTS o riiticinn of Rh wgrnna Rtiklims Nnrth Arriprlca. Inc:. VPC FILENAME: 16-019178-01 MZ4UUl b [U:13U:Uo E -�I'--F E L % C-, l Lz 11L) e �..._ Secondary Part Schedule Mark Part Thick. Depth Lap Detail G10 08Z1911417BD00 0.0600 8 1/2" WSR00I,WSOIG2 G12. 08Z1911417DD00 0.0600 8 1/2" WS01G2 G14 08Z1911416DD00 0.0680 8 1/2" WS01G2 G16 JCP051140 0.0600 8 1/2" WSR0011WS20F2 G17 00308ZS070541700 0.0600 8 1/2" WS20F2 G18 00408ZS050541700 0.0600 8 1/2" WS20F2 G19 00508ZS090541700 0.0600 8 1/2" WS01G3,WS20F2 G9 08ZO602417BGOO 0.0600 8 1/2" WSR001,WS20F2 H1 00108JS120001i 0.0600 8 1/2" WS20F9 J1 00208JS1402217 0.0600 8 1/2" WS20F9,WS20F2,WS20B2,WS20B8 1 2 3 ------------------------ ---------- 2 G10—H1 2 2 G12_H1 I O N 1 N I- 1 G9(Typ.)— I--G17(Typ.)— o h I h h 1W4B1 1W4B2 0 8(Typ•) PPBX001 --G14 11-L 1W4B3 0 A325 Bolt Schedule Id Qty Grade Bolt Diam Bolt Length PartNo 1 4 A325 3/4" 2 1/2" 0097284 2 2 A325 3/4" 2 1/2" 0097284 0 Bracing Member Schedule Id Part Description PPBX001 3P 6" X 1/4" flg - 0.1345" X 8" tvreb 65 02KBDO3071 2L3X3X5/16X3/8 66 01KBD03071 2L3X3X3/16X3/8 4 E o —G19(Typ.) — h T ----------- - --------------- _ 2 2 2—Hl , , G10 H1 0 I 1W4B4 h -717 ( Typ . 1W4BiW4B5 Length 20'-6" 3'-7 1/8" 3'-7 1/8" h 6'-6" 12'-0" 3 6'-6" 12'-0" 3 4 Uj 12'-0" 5 6'-6" 12'-0" 3 6'-6" 12'-0" 3 --- 19'-611 20'-0" 20'-0" 20'-0" 191 -6" 1 CL CL CL CL CL CL 100'-0" BL BL SECONDARY ELEVATION AT D NOTE: Jambs for FO 12'X 14" were designed to support 420 pounds each. Vert. Clear 12'-5 1/16" 12'-5 1/16" - ?C FILENAME: 16-019178-01 OlL4/LV 10 SS/0 o No, C 82293 Exp. 3-31-18 5 3'-611 4 4'-6" 4 GFA200 n �/ 3 1 6 3 G16 (Typ.) OFCA�IF 2 2'-0" 2 PG1 1 6" 1 JTG1 Dimension Key O Part Mark Key PERMIT SET- For Building Dept. Approval Shape Name -Warehouse, Wall - 4 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEBI BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 SECONDARY ELEVATION AT D W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE REQUIREMENTS SPECIFIED BY BUTLER. THE FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BUILDER: North Valley Building Systems, Inc. 16-019178-01 �16- STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY R THE PERFORMANCE L DESIGN T CUSTOMER: Anderson Bros Corporation THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR DATE: 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. ANY OTHER PRODUCT OR COMPONENT ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE LOCATION: Chico California BUTLERjv 8/25/2016 DRAWN/CHECK: FURNISHED BY BUTLER EXCEPT TO ANY WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPEP, PROJECT: Anderson Bros Corporation p Butler Manufacturing SIB / JG DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: ID'S BUILDER'SPO#: 16-961 VPCVERSION: 2016.1C 1 PAGE: 20 a division of BlueScoae BUIdinas North America, Inc. ?C FILENAME: 16-019178-01 OlL4/LV 10 RULE#1- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. TYP EACH END1 PG1 E = LOW EAVE STRUT 10 = 10' 13 = 0.088 KNEE BRACE PORTAL RULE#2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON �Rj \PGi 11 Il® 11 = 11 1/2" H HIGH EAVE STRUT 14 = 0.079 CROSS SECTION IS NOT ACCOMPANIED BY (2). _KBD___— BRACE ATTACH WITH (2) ® 15 = 0.073 RULE#3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB 1/2" X 1 1/2" 16 = 0.068 WHEN PART MARK IS ACCOMPANIED BY (2). A325 BOLTS WITH RULE#4- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE WASHERS (TYP,) 17 = 0.060 CENTER OF THE BUILDING. FIELD DRILL (2) RULE#5- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME 9/15" HOLES 7" PURLIN DEPTH SIDE OF THE FRAME WEB. IN STIFFENER. ** 10 & 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. REV. OAM05/10/10 REV. NO. 01 ROD BRACING THRU ROD SLOT REV. 0*TL.07/01/09 1 REV. NO. 00 TYPICAL FLANGE BRACE CONNECTIONS REV. DATE;11/11/13 IREV. NO. 03 REV. DAV-09/25/13 REV. NO. Ds REV. DATE. 07/01/09 REV. NO. 00 PORTAL BRACING PORTAL BRACE SUPPORT SECONDARY PART MARK NUMBER BR02H 1 •COLUMN SHOWN / RAFTER SIMILAR BR06AE 11CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN BR11 F1 KNEE BRACE CONNECTION BR12H3 PORTAL BRACE SUPPORT MEMBER r ENS Bi COMMON GENERATED MARK NUMBERS ERECTION DRAWING PART MARK C 2 1/2 2 5/8 I ADJUST. CODES P GAGE I I I I EIGHTHS I `\ f INCHES LENGTHW 13 I I millimeters _ SHAPE I— T N I DEPTH 111 BAY NUMBER 4110 CC)a e ®> II ®�'' COUNTER I LIP CANOPY (C)/PARTITION(P)/ DEPTH SHAPE GAGE ROOF(R)/WALL(W) NUMBER S 07=7" ZS=ZEE 11 =0.113 08 = 8 1/2" CS = CEE 12 = 0.098 BUILDING SHAPE 7-,.& 8 1/2" GIRT CLIP (PG1) GIRT CLIP (PG1) ES - LOW EAVE STRUT 10" & 11 1/2" GIRT CLIP (GCD-) MAY BE SHOP 10= 10' 13=0.088 _ HS - HIGH EAVE STRUT 2 1 /2" 2 5/8" MAY BE SHOP ZEE GIRT WELDED (GCI OR GCA-) 11 - 11 1/2" BB -BACK TO BACK CEE 14 = 0.079 � RT SHOWN WELDED (GCI OR GCA-) FB = FACE TO BACK CEE 15 = o.D73 THE BAY/BUNDLE C0DE IDENTIFIES ZEE CEE GIRT SIMILAR T I FF = FACE TO FACE CEE 16 = 0.068 THE BUILDING CANOPY/PARTITION/ 17 = 0.060 ROOF/WALL PLANE AND BAY i 7" & 8 1/2" GIRT REV. DATE; 07/Dl /09 REV. NO. 00 REV. 11 .01/31/17 REV. NO. 01 REV. DATE 07/01/09 REV. N0. 00 REY. DATE 07/01/09 REV. N0. 00 REV, DAY -01/20/11 REV. N0. Dl SPECIAL SECONDARY PART MARK KEY SECONDARY BUNDLE LOCATION KEY PURLIN AND GIRT SIZES GIRT CONN. AT COLUMN ,IRT CONN. AT COLUMN EN51 B2 COMMON GENERATED MARK NUMBERS EN51 B3 ALL SECONDARY DEPTHS EN53F1 8 1/2" 216mm WS01 G2 OUTSET SIMPLE GIRTS WS01 G3 OUTSET CONTINUOUS GIRT OPTION SECOND CEE ON A DOUBLE R FO'S UP TO 9' X 9' USE (3) 1/4'-14 X 1 1/4" JAMB E HELD BACK 6" FROM FOR SDS (55307) LOCATED APPROX AS SHOWN. EACH END OF MAIN JAMB. NO CLOSER THAN 3/8" FROM EDGE A OF CLIP OR HOLES. SCREW SPACING NOT 8 1/2" GIRT CLIP (GC5) 4LESS THAN 3/4' APART. 10" GIRT CLIP (GCE—) FIELD LOCATE AND DRILL (2) 9/16" I MAY BE SHOP \� DIAMETER HOLES IN ZEE GIRTr--�r N" I WELDED (GC2 OR GCB—) TO ATTACH JAMB (2) 1/2' X 1 1/2- A325 BOLT (49080) A GIRT TO JAMB DEPTH 7" WASHERS 10" ROD DIA. NUT A B HILLSIDE 9 FRAME 095321 096408 NOTE: DO NOT ATTACH PANEL (OR PANEL CLIPS) TO PORTAL BRACE BEAM. NOTES: -DO NOT ATTACH ROOF PANEL TO PORTAL BRACE. j 095872 095946 BRACE BRACE LOCATION LOCATION 5/8" 095233 095945 095946 043657 -LOCATE EACH PORTAL BRACE SUPPORT AT PORTAL BRACE KNEE 095235 095946 095948 043658 SECONDARY MEMBER 095237 095947 095948 043658 STIFFENER LOCATION. 095238 095948 WALL BRACE 043659 I 095239 095949 PORTAL BRACE BEAM 043659 -SEE SECONDARY ROOF PLAN FOR PBA LOCATIONS. FIELD DRILL ROD C) «c> I 9/16" DIA. HOLE IN WEB OF PORTAL BRACE FOR PURLIN BRACE ADJUST. CODES o � I (4j x 2 1/:' ASSEMBLY (PBA--) ATTACHMENT. ROD SLOT BACKING 2. GAGE PLATE MAY EXIST - O_ o �- _-_-_ _ --___ of __- - PORTAL BRACE A325 BOLTS 5 B -ATTACH WITH (2) 1/2" X 1 1/"l" SUPPORT LOCATION UNLESS NOTED A325 BOLTS WITH OUT WASHERS EIGHTH II II SEE OTHERWISE FIELD DRILL 2 9 16 HOLES O / IN HES LENGTH II FLANGE BRACE (CPB—} OR (HFB—) R12H3 PORTAL BRACE SUPPORT MEMBER IN PURLIN. (millimeters) II CLIP R (00007JS_) II II FLA THICK LANGEESS � FLANGE BRACE WILL TYPICALLY CONNECT TO THE WEB OF THE SHAPE HARDWARE INSTALLED J); FRAME MEMBER. SEE EAVE STRUT DEPTH IN THIS ORDER: I ROOF PLAN PURLIN HILLSIDE WASHER O II FOR PART #/�> "B" (00007JS-) ® 0 PG1 1 FLAT WASHER FLAT WASHER "A" ALTERNATE CONNECTIONS 001 DEPTH SHAPE GAGE HEX NUT 3/4" x 2 1/2" 07 = 7" Z = ZEE 11 = 0.113 FLANGE BRACE REQUIREMENTS: A325 BOLTS 08 = 8 1/2" C =CEE 12 = 0.098 RULE#1- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. TYP EACH END1 PG1 E = LOW EAVE STRUT 10 = 10' 13 = 0.088 KNEE BRACE PORTAL RULE#2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON �Rj \PGi 11 Il® 11 = 11 1/2" H HIGH EAVE STRUT 14 = 0.079 CROSS SECTION IS NOT ACCOMPANIED BY (2). _KBD___— BRACE ATTACH WITH (2) ® 15 = 0.073 RULE#3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB 1/2" X 1 1/2" 16 = 0.068 WHEN PART MARK IS ACCOMPANIED BY (2). A325 BOLTS WITH RULE#4- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE WASHERS (TYP,) 17 = 0.060 CENTER OF THE BUILDING. FIELD DRILL (2) RULE#5- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME 9/15" HOLES 7" PURLIN DEPTH SIDE OF THE FRAME WEB. IN STIFFENER. ** 10 & 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. REV. OAM05/10/10 REV. NO. 01 ROD BRACING THRU ROD SLOT REV. 0*TL.07/01/09 1 REV. NO. 00 TYPICAL FLANGE BRACE CONNECTIONS REV. DATE;11/11/13 IREV. NO. 03 REV. DAV-09/25/13 REV. NO. Ds REV. DATE. 07/01/09 REV. NO. 00 PORTAL BRACING PORTAL BRACE SUPPORT SECONDARY PART MARK NUMBER BR02H 1 •COLUMN SHOWN / RAFTER SIMILAR BR06AE 11CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN BR11 F1 KNEE BRACE CONNECTION BR12H3 PORTAL BRACE SUPPORT MEMBER r ENS Bi COMMON GENERATED MARK NUMBERS ERECTION DRAWING PART MARK C 2 1/2 2 5/8 I ADJUST. CODES P GAGE I I I I EIGHTHS I `\ f INCHES LENGTHW 13 I I millimeters _ SHAPE I— T N I DEPTH 111 BAY NUMBER 4110 CC)a e ®> II ®�'' COUNTER I LIP CANOPY (C)/PARTITION(P)/ DEPTH SHAPE GAGE ROOF(R)/WALL(W) NUMBER S 07=7" ZS=ZEE 11 =0.113 08 = 8 1/2" CS = CEE 12 = 0.098 BUILDING SHAPE 7-,.& 8 1/2" GIRT CLIP (PG1) GIRT CLIP (PG1) ES - LOW EAVE STRUT 10" & 11 1/2" GIRT CLIP (GCD-) MAY BE SHOP 10= 10' 13=0.088 _ HS - HIGH EAVE STRUT 2 1 /2" 2 5/8" MAY BE SHOP ZEE GIRT WELDED (GCI OR GCA-) 11 - 11 1/2" BB -BACK TO BACK CEE 14 = 0.079 � RT SHOWN WELDED (GCI OR GCA-) FB = FACE TO BACK CEE 15 = o.D73 THE BAY/BUNDLE C0DE IDENTIFIES ZEE CEE GIRT SIMILAR T I FF = FACE TO FACE CEE 16 = 0.068 THE BUILDING CANOPY/PARTITION/ 17 = 0.060 ROOF/WALL PLANE AND BAY i 7" & 8 1/2" GIRT REV. DATE; 07/Dl /09 REV. NO. 00 REV. 11 .01/31/17 REV. NO. 01 REV. DATE 07/01/09 REV. N0. 00 REY. DATE 07/01/09 REV. N0. 00 REV, DAY -01/20/11 REV. N0. Dl SPECIAL SECONDARY PART MARK KEY SECONDARY BUNDLE LOCATION KEY PURLIN AND GIRT SIZES GIRT CONN. AT COLUMN ,IRT CONN. AT COLUMN EN51 B2 COMMON GENERATED MARK NUMBERS EN51 B3 ALL SECONDARY DEPTHS EN53F1 8 1/2" 216mm WS01 G2 OUTSET SIMPLE GIRTS WS01 G3 OUTSET CONTINUOUS GIRT OPTION SECOND CEE ON A DOUBLE R FO'S UP TO 9' X 9' USE (3) 1/4'-14 X 1 1/4" JAMB E HELD BACK 6" FROM FOR SDS (55307) LOCATED APPROX AS SHOWN. EACH END OF MAIN JAMB. NO CLOSER THAN 3/8" FROM EDGE A OF CLIP OR HOLES. SCREW SPACING NOT 8 1/2" GIRT CLIP (GC5) 4LESS THAN 3/4' APART. 10" GIRT CLIP (GCE—) FIELD LOCATE AND DRILL (2) 9/16" I MAY BE SHOP \� DIAMETER HOLES IN ZEE GIRTr--�r N" I WELDED (GC2 OR GCB—) TO ATTACH JAMB (2) 1/2' X 1 1/2- A325 BOLT (49080) A GIRT TO JAMB DEPTH 7" WASHERS 10" ROD DIA. NUT A B HILLSIDE 3/8" 095321 096408 46040 043657 1/2-F 095230 095872 095946 043657 5/8" 095233 095945 095946 043657 3/4" 095235 095946 095948 043658 7/8' 095237 095947 095948 043658 1' 1 095238 095948 095949 043659 1 1/8" 095239 095949 095949 043659 RULE#1- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. TYP EACH END1 PG1 E = LOW EAVE STRUT 10 = 10' 13 = 0.088 KNEE BRACE PORTAL RULE#2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON �Rj \PGi 11 Il® 11 = 11 1/2" H HIGH EAVE STRUT 14 = 0.079 CROSS SECTION IS NOT ACCOMPANIED BY (2). _KBD___— BRACE ATTACH WITH (2) ® 15 = 0.073 RULE#3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB 1/2" X 1 1/2" 16 = 0.068 WHEN PART MARK IS ACCOMPANIED BY (2). A325 BOLTS WITH RULE#4- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE WASHERS (TYP,) 17 = 0.060 CENTER OF THE BUILDING. FIELD DRILL (2) RULE#5- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME 9/15" HOLES 7" PURLIN DEPTH SIDE OF THE FRAME WEB. IN STIFFENER. ** 10 & 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. REV. OAM05/10/10 REV. NO. 01 ROD BRACING THRU ROD SLOT REV. 0*TL.07/01/09 1 REV. NO. 00 TYPICAL FLANGE BRACE CONNECTIONS REV. DATE;11/11/13 IREV. NO. 03 REV. DAV-09/25/13 REV. NO. Ds REV. DATE. 07/01/09 REV. NO. 00 PORTAL BRACING PORTAL BRACE SUPPORT SECONDARY PART MARK NUMBER BR02H 1 •COLUMN SHOWN / RAFTER SIMILAR BR06AE 11CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN BR11 F1 KNEE BRACE CONNECTION BR12H3 PORTAL BRACE SUPPORT MEMBER r ENS Bi COMMON GENERATED MARK NUMBERS ERECTION DRAWING PART MARK C 2 1/2 2 5/8 I ADJUST. CODES P GAGE I I I I EIGHTHS I `\ f INCHES LENGTHW 13 I I millimeters _ SHAPE I— T N I DEPTH 111 BAY NUMBER 4110 CC)a e ®> II ®�'' COUNTER I LIP CANOPY (C)/PARTITION(P)/ DEPTH SHAPE GAGE ROOF(R)/WALL(W) NUMBER S 07=7" ZS=ZEE 11 =0.113 08 = 8 1/2" CS = CEE 12 = 0.098 BUILDING SHAPE 7-,.& 8 1/2" GIRT CLIP (PG1) GIRT CLIP (PG1) ES - LOW EAVE STRUT 10" & 11 1/2" GIRT CLIP (GCD-) MAY BE SHOP 10= 10' 13=0.088 _ HS - HIGH EAVE STRUT 2 1 /2" 2 5/8" MAY BE SHOP ZEE GIRT WELDED (GCI OR GCA-) 11 - 11 1/2" BB -BACK TO BACK CEE 14 = 0.079 � RT SHOWN WELDED (GCI OR GCA-) FB = FACE TO BACK CEE 15 = o.D73 THE BAY/BUNDLE C0DE IDENTIFIES ZEE CEE GIRT SIMILAR T I FF = FACE TO FACE CEE 16 = 0.068 THE BUILDING CANOPY/PARTITION/ 17 = 0.060 ROOF/WALL PLANE AND BAY i 7" & 8 1/2" GIRT REV. DATE; 07/Dl /09 REV. NO. 00 REV. 11 .01/31/17 REV. NO. 01 REV. DATE 07/01/09 REV. N0. 00 REY. DATE 07/01/09 REV. N0. 00 REV, DAY -01/20/11 REV. N0. Dl SPECIAL SECONDARY PART MARK KEY SECONDARY BUNDLE LOCATION KEY PURLIN AND GIRT SIZES GIRT CONN. AT COLUMN ,IRT CONN. AT COLUMN EN51 B2 COMMON GENERATED MARK NUMBERS EN51 B3 ALL SECONDARY DEPTHS EN53F1 8 1/2" 216mm WS01 G2 OUTSET SIMPLE GIRTS WS01 G3 OUTSET CONTINUOUS GIRT OPTION SECOND CEE ON A DOUBLE R FO'S UP TO 9' X 9' USE (3) 1/4'-14 X 1 1/4" JAMB E HELD BACK 6" FROM FOR SDS (55307) LOCATED APPROX AS SHOWN. EACH END OF MAIN JAMB. NO CLOSER THAN 3/8" FROM EDGE A OF CLIP OR HOLES. SCREW SPACING NOT 8 1/2" GIRT CLIP (GC5) 4LESS THAN 3/4' APART. 10" GIRT CLIP (GCE—) FIELD LOCATE AND DRILL (2) 9/16" I MAY BE SHOP \� DIAMETER HOLES IN ZEE GIRTr--�r N" I WELDED (GC2 OR GCB—) TO ATTACH JAMB (2) 1/2' X 1 1/2- A325 BOLT (49080) A GIRT TO JAMB DEPTH 7" 8 1/2" 10" 11 1/2- JAMB CLIP 7" JTG3 JTG6 w 8 1/2" JTG1 JTG5 JTG7 10" JTG4 JTG2 O 11 1/2" JTG2 "--i A SINGLE JAMB I e I JAMB, SINGLE 1a OR DOUBLE A3)25/BOLT (49080) A I I DOUBLE JAMB A S E�fVgn CLIP BBASE (PG1) CONNECTION \ 1/2" A307 THIN HE DIM. A ® HEAD BOLT (096636) I EE ON & NUT (095032)A307 THIN 1 N e�ow ON ®® HEAD BOLT (096636) 1 ZEE GIRT 1 ANCHOR 0 N(JAMB SUPPORT A RODS WTH I & NUT (095032) GIRT CLIP N ��� COLUMN GIRT) DOUBLE JAMB HARDENED WASHER FRPME10 (SEE CHART) C'-! (2) 1/2" A307 THIN CONNECTION ' 1 1 4 _ N0. C 82293 r" HEAD BOLT (096636) JAMB, g" dP ' - �I & NUT (095032) SINGLE MAX r _< Exp. 3 31- 1 S rr, OR DOUBLE �� SECTION A—A JAMB CAN BE 1 1/2" DEEPER CONCRETE FSNR IF(eo wZEE GIRT SHOWN THAN THE JAMB SUPPORT GIRT.AT 24" O.C. I DIM. A CEE GIRT SIMILARZEE GIRT SHOWN (ONLY EXCEPTION: 11 1/2" JAMB I_ 3 1/4" AT 7", 8 1/2", 10" JAMB 1s%' CIV \� (BY BUILDER) BASE MEMBER a " " qj CEE GIRT SIMILAR CAN BE USED W/ 8 1/2" GIRT) L_J -: 61/4- AT 11 1/2 JAMB JAMB CAN BE 1 1/2' DEEPER �O nn�,�o� ALIGN JAMB AND GIRT AT BL. JAMB CAN BE 1 1/2" DEEPER LLj O THAN THE JAMB SUPPORT _GIRT. I l.�fr! PG1 CLIP = 3 3/4" AT 7". $ 1/2 10" GIRTS ALIGN JAMB AND GIRT AT GIRT SECTION A -A CAN BE USED IW/ B11% - GIRT) B 8 1/2" & 10" INSET GIRT SECTION A -A PGV1067 CLIP = 4 3/4" AT 11 1/2" GIRTS ALIGN JAMB AND GIRT AT BL. REV. DATE; 06/28/10 REV. NO. 01 GIRT CONN. AT COLUMN REV. DATE:11/30/15 REV. N0, 03 REV. DATE07/01/09 REV_ NO. JO 11 REV. DATE 07/21/15 REV. N0. 04 GIRT TO JAMB JAMB TO GIRT JAMB BASE ATTACHMENT PERMIT SET- For Building Dept. Approval WS01 H2 INSET GIRTS WS20B2 SINGLE OR DOUBLE JAMB, ANY ZEE GIRT11L WS2088 SINGLE OR DOUBLE JAMB WS20F2 SINGLE JAMB g p ' pp N BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SENL APPLIES THIS DRAWING INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MANUFACTURING USE 1/2 X 1 1/2 A325- 1. UNLESS NOTED, ONLY TO THE `dVORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE B 1540 GENESSEE ST. KANSAS CITY, MO 64102 WALL SECONDARY SED'S W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE REQUIREMENTS SPECIFIED BY BUTLER. THE FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BULDER: North Valley Building Systems, Inc. JOB #: STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTIONBUTLE{+APG. ENGINEER'S SEAL DOES NOT 16-019178-01 R OF WALL AND ROOF SHEETS. APPLY R THE PERFORMANCE L DESIGN T LOCATION: THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR CUSTOMER: Anderson Bros Corporation DATE: 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. ANY OTHER PRODUCT OR COMPONENT ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE Chico, California BUTLER y 8/25/2016 WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER DRAWNICHECK: FURNISHED BY BUTLER EXCEPT TO ANY MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER PROJECT: Anderson Bros Corporation Butler ManufacturingSIB / JG DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER,. ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. PAGE. DRAWING SCALE: MS BUILDERS PO#: 16-961 VPC VERSION: 2016.1 C 21 VPC FLENAME: 16-019178-01 8242016 SEDSheet 20.30:08 a division of BlueScope Bindings North America, Inc. [[--�� C l,._�T'--TLE cO °.1► a //'���' s , HEADER TO CLIP (PGI) DOOR HEADER C I � EQUAL 3" EQUAL I O O I i I I I OPENING I I HEIGHT I 1 SECTION A—A REV. WE; 07/01/09 1 REV, NO. 00 WS20F9 SINGLE JAMB lel 1/Z A3D7 THIN HEAD BOLT (096636) & NUT (095032) HEADER TO JAMB ANY HEADER, ANY SINGLE JAMB CORNER COLUMN END WALL GIRT -GIRT CLIP (BOLTED) (WELDED) (PG1) (GC1) AT 7" GIRT (PG1) (G01) AT 8 1/2" GIRT (GCD_) (GCA_) AT 10" GIRT (GCD—) (GCA_) AT 11 1/2" GIRT SIDEWALL GIRT 1 FRAME GIRT CLIP (BOLTED)(WELDED) ( *** ) (GC64_) AT 7" GIRT GIRT FILLER ANGLE (GC34_)(GC65_) AT 8 1/2" GIRT (GFA_) W/ (4) 55307 (GC62_)(GC66_) AT 10" GIRT (GC63_)(GC67_) AT 11 1/2" GIRT '*** — SEE DETAIL WSR002 FOR BOLTED CLIP TO 7" GIRT REV. DA1E09/10/13 REV. NO. 00 GIRT CONN. AT CORNER COLUMN WSR001 I INSET GIRT AT EW, ANY OUTSET GIRT AT SW ENDWALL GIRT GIRT CLIP (BOLTED)(WELDED) CORNER COLUMN (GC5) (GC2) AT 8 1/2" GIRT (GCE_) (GCB_) AT 10" GIRT 8 1/2" & 10" INSET SIDEWALL GIRT ! i � I i �J cl,l N N 6 � FRAME GIRT CLIP (B DLTED)(WELDED) ( *** )(GC64_) AT 7" DIRT GIRT FILLER ANGLE (GC34_)(GC65_) AT 8 1/2" GIRT (GFA_) W/ (3) 55307 (GC62_)(GC66_) AT 10" GIRT (GC63_)(GC67_) AT 11 1/2- GIRT *** — SEE DETAIL WSR007 FOR BOLTED CLIP TO 7" GIRT 8 1/2" & 10" INSET SW GIRTS REV. DA1E-09/10/13 IREV. NO. 00 GIRT CONN. AT CORNER COLUMN WSR004 I ANY INSET GIRT AT EW, INSET GIRT AT SW W ELSc �Yyl � No. C 82293Ujm Exp. 3-31-18 C 1 V 11- F OF CAL1F� FERMIT SET- For Building Dept. Approval 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. 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 IJOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. B BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 WALL SECONDARY SED'S REv: DATE: BY: DESCRIPTION: BULDER: North Valley Building Systems, Inc. CUSTOMER: Anderson Bros Corporation LOCATION:BUTLER Chico, California PROJECT: Anderson Bros Corporation Bu�DErzsPe#: 16-96'. y' Butler Manufacturing VPC VERSION: 2016.1c J16-019178-01 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING DETAILS REFEPENCED IN THIS DRAWING ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DATE: 8/25/2016 DRAWWCHECK: SIB / JG PACE. 22 DRAwINGscALE: MS VPC FILENAME: 16-019178-01 8242016 SEDSheet 20:30:09 a division of Bluescope Buldings Norm a,menca, Inc. E-1ITTE COUP"., I B UII Dit ! ��1R7•r,crt,� Covering Schedule Id Qty Length #7 34 29'-11 1/4" #8 34 29'-11 1/4" Oper. Code:83=SQ,SQ Oper. Code:84=SQ,SQ Finish:Z=AlZn Color:AZ=Plain A1Zn M. - CD 0 6�_ Type Gage OP Fin. Color Direction BRU 26 83 Z AZ Left to Right BRU 26 84 Z AZ Right to Left 1 2 3 4 5 6 T4 T4 F, 9 100'-0" LI -3-9 Trim Schedule Id Parts T1 0630043 T2 !33.3)0560175 T3 RBT2,(0.1)WA10A,BRRETT T4 0630043 Color Match Wall Color Plain A1Zn Match Wall Color Match Wall Color Details ENB003,NV662 Planograph Schedule Id Details T1 P-081166,2-081236,P-081242FP-103223,P-104542,P-104550 T2 P -102961,P -104288,P-105848 T3 P-0811661P-081168,P-GAI T4 P-081166,P-081236,P-081242FP-103223,P-104542>,P-104550 VPC FILENAME: 16-019178-01 8242016 20:30:12 a . —v u — ..w — I ROOF COVERING PLAN"-sem»., ; ` Accessory Schedule �,� Qty Color Description Detail;4 5 White 3070 Door - Standard f� N0. C 82293 ,, 5 Cool Birch White Butlerib II 3070 PA Walk Door grim Exp. 3-31-18 10 Not Applicable Butlerib II Lite*Panl - UL 90 Roof - Non Insulated Panel - 10'-6 1/2" Length - CC2tb `� �v Civl\- Fastener Schedule FnFCA, kF- Part Description 0097357UNPNTD (T-1) 1/4-14 x 7/81T, 3/8" Hex Hd w/Washer PERMIT SET- For Building Dept. Approval Shape Name = Warehouse 1. PRE -DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS THE BUTLER MFG. ENGINEER'S SEAL APPLIES WORK PRODUCT OF BUTLER THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF THE BUILDING DESCRIBED IN THE B BUTLER MANUFACTURING ROOF COVERING PLAN MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS ONLY TO THE BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING 1540 GENESSEE ST. KANSAS CITY, MO 64102 TO STRUCTURAL BEAMS MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REQUIREMENTS SPECIFIED BY BUTLER. THE FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BUILDER: North Valley Building Systems, Inc. J 16-019178-01 REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR CUSTOMER: Anderson Bros Corporation DATE: 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE ANY OTHER PRODUCT OR COMPONENT ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE LOCATION: Chico, California BUTLER y 8/25/2016 FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. FURNISHED BY BUTLER EXCEPT TO ANY WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER DRAMCHECK: SIB / JG 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. DESIGN OR PERFORMANCE REQUIREMENTS MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER PROJECT: Anderson Bros Corporation P Butler Manufacturing PAGE: SPECIFIED BY BUTLER. ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWMSCALE: NTS BUILDER'sPON: 16-961 VPCVERJION: 2016.1c 23 VPC FILENAME: 16-019178-01 8242016 20:30:12 a . —v u — ..w — I Covering Schedule Id Qty Type Start Length Gage OP Fin. Color Increment Direction #10 10 BRP 15'-11 5/81' 26 38 K WB 311 Left to Right #1 10 BRP 18'-2 5/811 26 38 K WB —311 Left to Right Oper. Code:38=SQ,SQ Finish:K=Butler-Cote Color:WB=Cool Birch White N E-{ Trim Schedule Id Parts T1 (2.4)BA225, (5)BT12A T2 (2) BRCT12 T3 (1. 5) BRGT2 OR, (2 .5) BRCL12, (3 . 0) WA10A T4 (1 . 5) BRGT2 OL, (2 . 5) BRCL12, (3 . 0) WA10A Color Cool Birch White Cool Birch White Cool Birch White Cool Birch White T Planograph Schedule Id Details T1 P -080873,P -081505,P -081612,P-104217 T2 P-081612FP-104217 T3 P-080854,P-081166,P-104217,P-104288,P-105098,P-GAI T4 P-080854,P-081166,P-104217,P-104288,P-105098,P-GAI Fastener Schedule Part ?Description 0097364-141 (T-1) 1/4-14 x 3/411, T-30 Torx Hd w/Washer 1. PRE -DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS TO STRUCTURAL BEAMS 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. VPC FILENAME: 16-019178-01 THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. 6C'-011 BL COVERING ELEVATION AT 1 Shape Name = Warehouse, Wall -1 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. Details ENB003,GV383,NV663 KV357,KV358 KV357,KV358 LS; ;•, No. C 82293 m Exp. 3- 1-18 l �T�'_OF PERMIT SET- For Building Dept. Approval BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 COVERING ELEVATION AT 1 DATE: I BY: THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAMNGSCALE: 8242016 DESCRIPTION: BUILDER: North Valley Building Systems, Inc. CUSTOMER: Anderson Bros Corporation LOCATION: Chico, California PROJECT: Anderson Bros Corporation NTS BUILDERS PO#: 16-961 20:30:14 16-019178-01 DATE: SUTLER 8/25/2016 DRAMCHECK: Butler Manufacturing SIB / JG PAGE: VPC VERSION: 2016.1 c 24 a division of BlueScope Bindings North America, Inc. C- Coop ly w •G�„ ii r Covering Schedule Id Qty Type Start Length Gage OP Fin. Color Direction #2 34 BRP 16'-2" 26 BB K WB Left to Right Oper. Code:BB=SQ,NT Finish:K=Butler-Cote Color:WB=Cool Birch White 0 i ko M H Trim Schedule Id Parts T1 (4) BA225, (8 .3) BT12A T2 CTB2L,CTB2R T3 (2)BRCT12 T4 (4)GTR25 T5 0008738, (2) 4CE45, (2) CP410, 4CE75 T4 Color Cool Birch White Match Wall Color Cool Birch White Cool Birch White Cool Birch White Details ENB003,GV383,NV663 ENB003FNV663 MV090 KV846 (34) #2 11 . I LO H H I Tl T�2 100'-0" COVERING ELEVATION AT A Planograph Schedule Id Details T1 P -080873,P -081505,P -081612,P-104217 TES /0 T2 P-081505, P-081612 T3 P-081612, P-104217 T4 P-080873, P-080948, P-081242, P-103223, P-103315, �° N0. C 82293 P=104217, P=104288, P=104550 rn Exp. 3-3 18 T5 P 105224FP 105225,P 105228 CIVI OFC Fastener Schedule Part Description 0097364-141 (T-1) 1/4-14 x 3/4", T-30 Torx xd w/Washer PERMIT SET- For Building Dept. Approval = = Shape Name Warehouse, Wall 2 1. PRE -DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS THE BUTLER MFG. ENGiNEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF IN THE B BUTLER MANUFACTURING COVERING ELEVATION AT A MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED 1540 GENESSEE ST. KANSAS CITY, MO 64102 MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED REV: DATE: 8Y: DESCRIPTION: BUILDER: North Valley Building Systems, Inc. JOB #: 16-019178-01 TO STRUCTURAL BEAMS 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REQUIREMENTS SPECIFIED BY BUTLER. THE REQUIREMENTS FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. BUTLER ENGINEER'S SEAL DOES NOT APPLY R THE PERFORMANCE L DESIGN T CUSTOMER: Anderson Bros Corporation BUTLER THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR DATE: 8/25/2016 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE ANY OTHER PRODUCT OR COMPONENT ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE LOCATION: ChICO, California � DRAWN/CHECK: FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS WITH THIS DRAWING, DETAILS REFERENCED;,N THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER PROJECT: Anderson Bros Corporation p Butler Manufacturing SIB / JG PAGE: DRAWINGSCALE: NTS SPECIFIED BY BUTLER. ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. suILDEIzsPo#: 16-961 VPC VERSION: 2016.1c 25 �.c..n., of RL uCrnw RiWime NnRh Grmrica Inc VPC FLENAME: 16-019178-01 8242016 Lu:15 V I r UTTE C rD'-fl" 1"I Y I- !ate ! �s':Tl .�' Covering Schedule Id Qty Type Start Length Gage OP Fin. Color Increment Direction #3 10 BRP 15'-11 5/8" 26 38 K WB 3" Left to Right #4 10 BRP 18'-2 5/8" 26 38 K WB -3" Left to Right Oper. Code:38=SQ,SQ Finish:K=Butler—Cote Color:WB=Cool Birch White 0 ko T M H Trim Schedule Id Parts T1 (2.4) BA225, (5) BT12A T2 CTB2L,CTB2R T3 (2)BRCT12 T4 (1.5) BRGT2 OL, (2.5) BRCL12, (3.0) WA10A T5 (1 . 5) BRGT2 OR, (2. 5) BRCL12, (3. 0) WA1 OP_ Color Cool Birch White Match Wall Color Cool Birch White Cool Birch White Cool Birch White u EON Planograph Schedule Id Details T1 P -080873,P -081505,P -081612,P-104217 T2 P -0815051P-081612 T3 P -081612,P-104217 T4 P-080854,P-081166,P-104217,P-104288,P-105098,P-GAI T5 P-080854,P-081166,P-104217,P-104288,P-105098,P-GAI Fastener Schedule Part Description 0097364-141 (T-1) 1/4-14 x 3/4 1. PRE -DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS TO STRUCTURAL BEAMS 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. VPC FILENAME: 16-019178-01 T-30 Torx Hd w/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. 60'-0" COVERING ELEVATION AT 6 Shape Name = Warehouse, Wall = 3 THIS DRAWING, INCLUDING THE INFORMAT!ON 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. 2 Details ENB0031GV383,NV663 ENB003,NV663 KV357,KV358 KV357,KV358 J No. C 82293 �° m Exp. -3 -18 CIVIL C� CA���� PERMIT SET- For Building Dept. Approval BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 COVERING ELEVATION AT 6 REV: DATE: BY: DESCRIPTION: BUILDER: North Valley Building Systems, Inc. CUSTOMER: Anderson Bros Corporation LOCATION: Chico, California PROJECT: Anderson Bros Corporation DRAWING SCALE: NTS BUILDERS Pae: 16-961 6lL4/LV 1 b LV.J V.1 V 16-019178-01 DUTT COU ':F r y BUTLER Butler Manufacturing VPC VERSION: 2016.1c of RItjPSrnna Riiklinas North America. DATE: 8/25/2016 DRAWNICHECK: SIB / JG PAGE: 26 Inc. P rii%Acinn DUTT COU ':F r y Covering Schedule Trim Schedule 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. Id Qty Type Start Length Gage OP Fin. Color Direction Id Parts REV: #5 19 BRP 16'-2" 26 BB K WB Left to Right T1 (1.5)DSF12 BOLDER: North Valley Building Systems, Inc. CUSTOMER: Anderson Bros Corporation LOCATION: Chico, California PROJECT: Anderson Bros Corporation BULDER'SPO#: 16-961 - r............r #6 15 BRP 2'-1 1/8" 26 DD K WB Left to Right T2 DG12 Oper. Code:BB=SQ,NT T3 (0. 3)BA2251(0.5)BT12A DATE: 8/25/2016 Oper. Code:DD=SQ,NT T4 (0.3)BA225,(0.7)BT12A E'inish:K=Butler-Cote T5 (0.2)BA225,(0.5)BT12A T2 Color:WB=Cool Birch White T6 (0.4)BA225,(0.8)BT12A DRAIMGSCALE: NTS (3) #5 T7 (0. 1) BA225, (0. 1) BT12A T8 CTB2L,CTB2R (5) #5 T9 (4)GTR25 (3) #5 T10 0008738, (2) 4CE45, (2) CP410, 4CE75 1 T9 Color Cool Birch White Cool Birch White Cool Birch WhitE, Cool Birch White Cool Birch White Cool Birch White Cool Birch White Match Wall Color Cool Birch White Cool Birch Wh.te Details NV539 NV537 ENB0031GV383,NV663 ENB003FGV383FNV663 ENB003,GV383,NV663 ENB003FGV383FNV663 ENB0031GV383INV663 ENB003,NV6.63 MV090 KV846 BL 6'-6" 12'-011 —011 12'-0" 6'-0" 12'-011 1C'-0"- 12'-0" 8'-U" 12'-0" 100'-0" COVERING ELEVATION AT D 1 1'-6" FjDimension Key Planograph Schedule Id Details T1 P-104219 T2 P-104219 -ES / T3 P-080873, P-081505, P-081612, P-104217 T4 P-080873, P-081505, P-081612, P-104217 T5 P-080873, P-081505, P-081612, P-104217 N0, C 82293 T6 P-080873,P-081505,P-081612,P-104217rn T7 P-080873 P-081505 P-081612 P-104217 EXp.3-31- � T8 P- 081505,P-081612 Fastener Schedule s��T CIVIL T9 P -080873,P -080948,P -081242,P -103223,P-103315, Description F0 part �p,L1� P -104217,P -104288,P-104550 0097364-141 (T-1) 1/4-14 x 3/4", T-30 Torx Hd w/Washer T10 P -105224,P -105225,P-105228 Shape Name = Warehouse, Well = 4 PERMIT SET- For Building Dept. Approval (3) #6 THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE DOES NO MFG. ENGINEER'S SEAL T APPLY BUTLER R THE PERFORMANCE L DESIGN T 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. (3) #6 BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 COVERING ELEVATION AT D REV: (3) #6 BY: DESCRIPTION: BOLDER: North Valley Building Systems, Inc. CUSTOMER: Anderson Bros Corporation LOCATION: Chico, California PROJECT: Anderson Bros Corporation BULDER'SPO#: 16-961 - r............r OUTILLER y' J16 019178-01 (3) #6 (3) #6 '—f DATE: 8/25/2016 T2 T2 T2 Butler Manufacturing VPC VERSION: 2016.1c ol....c........ D : U:....c AI...H. A.�nrin. T2 T2 (3) #5 PAGE: 27 Iry DRAIMGSCALE: NTS (3) #5 (3) #5 (5) #5 (3) #5 (2) #5 H r4 H � r_1 H H H N H o H H H 8 T3 T4 T5 T6 T4 T'T8 I BL 6'-6" 12'-011 —011 12'-0" 6'-0" 12'-011 1C'-0"- 12'-0" 8'-U" 12'-0" 100'-0" COVERING ELEVATION AT D 1 1'-6" FjDimension Key Planograph Schedule Id Details T1 P-104219 T2 P-104219 -ES / T3 P-080873, P-081505, P-081612, P-104217 T4 P-080873, P-081505, P-081612, P-104217 T5 P-080873, P-081505, P-081612, P-104217 N0, C 82293 T6 P-080873,P-081505,P-081612,P-104217rn T7 P-080873 P-081505 P-081612 P-104217 EXp.3-31- � T8 P- 081505,P-081612 Fastener Schedule s��T CIVIL T9 P -080873,P -080948,P -081242,P -103223,P-103315, Description F0 part �p,L1� P -104217,P -104288,P-104550 0097364-141 (T-1) 1/4-14 x 3/4", T-30 Torx Hd w/Washer T10 P -105224,P -105225,P-105228 Shape Name = Warehouse, Well = 4 PERMIT SET- For Building Dept. Approval 1. PRE -DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS TO STRUCTURAL BEAMS 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE DOES NO MFG. ENGINEER'S SEAL T APPLY BUTLER R THE PERFORMANCE L DESIGN T 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. B BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 COVERING ELEVATION AT D REV: DATE: BY: DESCRIPTION: BOLDER: North Valley Building Systems, Inc. CUSTOMER: Anderson Bros Corporation LOCATION: Chico, California PROJECT: Anderson Bros Corporation BULDER'SPO#: 16-961 - r............r OUTILLER y' J16 019178-01 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: 8/25/2016 DRAWN/CHECK: SIB / JG Butler Manufacturing VPC VERSION: 2016.1c ol....c........ D : U:....c AI...H. A.�nrin. PAGE: 27 Iry DRAIMGSCALE: NTS VPC FLENAME: 16-019178-01 624/2016 1u:Su:1 1 r a v a F =FEET G =GAGE CX*** = COLUMN (PLATE) ERECTION GUIDE REQUIRED FOR THIS PROJECT: I =INCHES 0 =OPERATION CGX*** _= COLUMN (GAGE) E =EIGHTHS C FIN 8242016 SEDSheet 20:30:21 d.� ±..,t i I !.- i..d :.•'', � ':! a `j .�. �J,.1. !.'y:�i�� /COLOR WCX+** = COLUMN (HOTROLL) STRUCTURAL LINE PANEL TO PANEL PANEL/COVERING REFER T0: BUTLERIB II ROOF AND WALL SYSTEM ATTACH BASE TRIM WITH PANEL TO STRUCTURAL FASTENER, 2'-6" O.C. BUTLERIB If BUTLERIB II PANEL TO PANEL " FASTENER, 2 -6 O.C. W 1 3 1 t 7 2 6 1 K T C RBX*** = RAFTER (PLATE) I FASTENERS 24 O.C. (LOCATE FASTENERS AT ROOF PANEL ROOF PANEL * F F I I E G G O C C C BGX *** = RAFTER (GAGE) INSTALLATION GUIDE I PANEL CORR.) SHIFT BASE ANGLE OR BASE ' LENGTH CODE WRX*** — RAFTER (HOTROLL) BUTLERIB II T_T BASE GIRT HOLES 1-1/2" OFF MODULE ' TRX*** =TRUSS RAFTER PANEL WITH UNPUNCHED PANELS ENDWALL TRIM ENDWALL TRIM INSULATION ATTACH PANEL WITH PANEL TO STRUCTURAL (BRGT20L) (BRGT20R) 1 e 1 3 0 1 0 3 6 0 3 0 W V x * ICX*** _= INTERIOR COLUMN II FASTENERS 6" O.C. (LOCATE 3" FROM PANEL CORRUGATION) SEE DWG. P-081166 SEE DWG. P-081166 F F F I I I I I I E C C PCX*** =PIPE LENGTH WIDTH THK CODE TCX**+ = COLUMN TUBE COLUMN � (OPTIONAL) FOAM CLOSURE I APPLY SEALANT (025392) CONTINUOUSLY WALL ADAPTER WALL ADAPTER SECONDARY (STANDARD) (026649) I I MASONRY ANCHOR (NOT BY B.M.C.) (WA10A) _ (WA10A) 0 B Z 1 9 1 1 4 1 7 - - - - - EPX*** = ENDPOST (PLATE) SEE DWG. P-081166 SEE DWG. P-081166 * * * F F I I E G G + * * * * EGX*** = DEPTH T LENGTH GAGE ADJUST.CODES ENDPOST (GAGE)" 5/8 LAP F� F� - FLOOR LINE »J TORX T-30 SELF -DRILLING SCREW TORX T-30 SELF -DRILLING SCREW SHAPE CBX+++ =CANOPY (PLATE) L ad: au. (097364) (2'-0" O.C.) (097364) (2'-0" O.C.) SECONDARY (SPECIAL) CBX*** = PIGGYBACK CANOPY �;•' a 4 a d. PURLIN OR EAVE STRUT PURLIN OR EAVESTRUT ooloaz19ii4i7---. *** * w F F I I E G G DCC = 8 1/2" GAGE POST a BASE TRIM �.• e I A (OPTIONAL) BASE GIRT WALL CLOSURE BRCL12 ( ) WALL CLOSURE (BRCL12) DOE*** = COUNTER DEPTH& LENGTH GAGE ADJUST.CODES 10" GAGE POST (BT12A) L` ' SEE DWG. P-105098 SEE DWG. P-105098 SHAPE 0" (MIN.) TO 2" BASE ANGLE (BA225) ENDWALL � 2.� (MAX.) BUTLERIB II PANEL ENDWALL BUTLERIB II PANEL ROD BRACING 0 3 R S 2 5 1 0 RS =THREADS BOTH ENDS E��L.ER 2-1 4 " " (OPTIONAL) OR 4 I E** F F I I RT = THREADS ONE END - CLEVIS ONE END m NOTCH FOUNDATION CLEARANCE BETWEEN STRUCTURAL DIA LENGTH RV = CLEVIS BOTH ENDS LINE & BASE TRIM NOTE: NOTE: RP = THREAD BOTH ENDS - No HILLSIDES IF ERECTION DRAWING P-081635 HAS BEEN PROVIDED THEN THE IF ERECTION DRAWING P-081635 HAS BEEN PROVIDED THEN THE HIGH WIND GABLE TRIM CLIPS ARE REQUIRED. HIGH WIND GABLE TRIM CLIPS ARE REQUIRED. REV. DATE'06/10/11 1 REV. N0. 01 MARK NUMBER KEY REV. DATE:01 /30/14 REV. NQ 00 BUTLERRIB II ROOF AND WALL SYSTEM REV. DATE:01 /,4/10 REV. ND. 00 BUTLERIB II — BASE TRIM INSTALLATION REV. OATE-02/26/16 REV. NO. 01 GABLE TRIM LEFT WITH BUTLERIB II ROOF BEY. DATE�02/26/16 REV. NO. 01 GABLE TRIM RIGHT WITH BUTLERIB II ROOF EN50B1 COMMON GENERATED MARK NUMBERS LENB003 GV383 LAPPED &NOTCHED FOUNDATION AT FLOOR LINE KV357 BUTLERIB II WALL PANEL W/CLOSURE (<=1:12) KV358 BUTLERIB II WALL PANEL W/CLOSURE (<=1:12) SEE DRAWING P-105224, P-105225, AND P-105228 FOR DOWNSPOUT INSTALLATION SEE DRAWING P-104550 BRIT ROOF PANEL MARK NO.: BRP F F I I E G G 0 C C C F = FEET I =INCHES AND RIVET COLOR PART MARK INFORMATION FOR GUTTER INSTALLATION BRU LENGTH CODE E =EIGHTHS JAMB CHANNEL SAVE LOCK -RIVET (096306) ALONG WITH BRII ROOF BRII RIDGE PANEL MARK NO.: PRP F F I I E G G 0 C C C G= GAGE PRU 00 = OPERATION ROOF PANEL WASHER (096304) BUTLERIB LENGTH CODE C =FIN/COLOR I GUTTER OUTLET I GUTTER I GUTTER HANGER (630077) JAMB FLASHING 36" COVERAGE (008738) WALL PANEL + � LOCK -RIVET _ _ (DSF12) 12' COVERAGE 12" SMOOTH 1 1/2" --� 1 9/32 }-�- EXTERIOR NP' TySURFACE FOAM CLOSURE 45' ELBOW I -I '- (096306) 12-14 X 1 1/4" TORX S.D.S. (026649) (4CE45) BLIND RIVET (TYP.) (097365) AT 6" O.C. FIELD CUT PANEL 2 7/8� DRIP GUTTER AS REQUIRED FOR NP• BEARING CONDUCTOR PIPE w (DG12)-12'-0" PANEL OPENING BUTLERIB II ROOF PANEL EDGE (CP410) a 0- GUTTER COVERAGE BUTLERIB SIDEWALL WALL PANEL VCI WALL PANEL MARK NO.: VCI F F I I E G G 0 C C C CONDUCTOR STRAP I I� LD 0 1 _ LENGTH CODE FORMED) (TYFIELD z oLIJ EAVE STRUT HEADER CHANNEL #12 X 1-1 /4" TORR SDS (097365) TORX 36 COVERAGE 75' ELBOW Z O.C. SMOOTH (4CE75) I " EXTERIOR » 1 - FGRAY) ACE 1 1 /2 P32�--�- TYP. (LT. BUTLERIB II PANEL-//-4- ANEL SIDEWALL APPLY HIGH QUALITY SEALANT (NOT BY B.M.C.) FLOOR LINE �` REFER TO DWG. P-104219 FOR ADDITIONAL INFORMATION BETWEEN FLASHINGS AND CHANNEL FOR WATER TIGHTNESS. g''� I INSIDE COLOR 2 7/��1 I - ON INSTALLATION OF THE DRIP GUTTER. VARIES TYP. BEARING VCI WALL PANEL EDGE SLOPE RANGE 1/4:12 THRU 1/2:12 SLOPE RANGE 1/4:12 THRU 4:12 REV. DA1E:01/23/14 REV. No. o2 4 INCH DOWNSPOUT AT WALL REV. DA7F:01/,�/10 BEY. ND. 00 GUTTER W/O WTHR. SEAL W BRII ROOF REV. DAtE:10/14/13 REV. N0. 01 HEADER DETAIL — BUTLERIB REV. DATE:o, /,t/10 REV. NO, oo JAMB DETAIL — BUTLERIB REV. DATE 07/21/,0 REV. NO. 01 BUTLERIB II ROOF AND VCI WALL PANEL KV846 BUTLERIB II AND SHADOWALL MV090 MITERED BRII WALL PANEL W/O WALL CLSR NV537 NV539 NV662 F = FEET G = GAGE I = INCHES 00 = OPERATION E = EIGHTHS C = FIN/COLOR BRII WALL PANEL MARK NO.: BWP F F I I E G G LENGTH CODE 00 C C C 36" COVERAGE SMOOTH 12" _� 1�/3.2�`-H— EXTERIOR TYP. SURFACE 1 1/2" 7/8" 2 TYP r BUTLERIB II WALL PANEL LSC/yAlq��, VCI WALL PANEL MARK NO.: VCI F F I I E G G 0 C C C LENGTH CODE N0. C 82293 36" COVERAGE W Exp. 3-3 -18 � SMOOTH 12"EXTERIOR —.� 1 9/32if-�-- SURFACE TYP. TYP. (LT. . 1 1/ 2" GRAY) �C'v'\- INSIDE CDLOR 2 7/ VARTYP.-" I �1 VCI WALL PANEL T` OF CAL,`��`\� PERMIT SET- For Building Dept. Approval REV. DME: D4/14/11 IREV. NO. 01 BUTLERIB II WALL AND VCI WALL PANELS NV663 THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF B BUTLER UTANUFACTURING ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE 1540 GENESSEE ST. KANSAS CITY, MO 64102 COVERING & TRIM SED'S MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED REV: DATE: BY: DESCRIPTION: BUILDER: North Valley Building Systems, Inc. OB �16-019178-01 16- REQUIREMENTS SPECIFIED BY BUTLER. THE FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. BUTLER MFG. ENGINEER'S SEAL DOES NOT THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONS'BLE FOR DATE: APPLY TO THE PERFORMANCE OR DESIGN OF CUSTOMER: Anderson Bros Corporation ANY OTHER PRODUCT OR COMPONENT ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE LOCATION: Chico, California BUTLER ' 8/25/2016 FURNISHED BY BUTLER EXCEPT TO ANY WITH THIS DRAWING DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER DRAMCHECK: SIB / JG DESIGN OR PERFORMANCE REQUIREMENTS MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER PROJECT: Anderson Bros Corporation Butler Manufacturin 9 PAGE: DRAWING SCALE: NTS SPECIFIED BY BUTLER. ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BULDER'SPO#: 16-961 VPC VERSION: 2016.1c 28 8242016 SEDSheet 20:30:21 d.� ±..,t i I !.- i..d :.•'', � ':! a `j .�. �J,.1. !.'y:�i�� _ - -- i _ . . . - . I �. - ' - t' _ i \ . 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AN J ,!'ACK HALL S G! 4. ✓AN.�ED ��� /y� �} a .. _ /: - .t l' �.ltirr ._ �+"t= cr`,� ^.'!•••!C - A'T^t'1 Q •,CtG Hf -C �` /^, STEEL C"J'. r/, G+M �!.k-mcm—^ cr Ji rLzmc; - >! �'+-.,,wR. �,� LC�AL ..,,u✓.. ,s GtPA.. , ,_NT F _,...,.'R.::. ,_NTS. GR PAIN'TED ...HF•: ". ,•.✓.._ . R✓"'f . , E_L CCNFOR, ::tip TO r. , AA48. GRADE A iV .-, T/s .*.-., •, 'I T 1'w., w{ �•'! i T C GI G ':C. G! r`Tc !' G_ . L ! N A Ml!h:, :.U. ! �D PO1N C: 33,000 F HAP- A D 'ZES N,� I D O, ,�" � <' . c ee A. , �ec�cr T, e• r t F T 'c c cep G c- cG a -z_ r. o,- »I c 1r��7^-Gi> .. D z �71N�-1. .�TO' U--- f`. ii . rH._ c, f.�. .,c ..,-,A�L e- �..R_c t✓Y ,+�_ cln`_.. ANo .�F _ C' • . , TH_ _ . �A, S .. - 5,ANv✓A D SNAP_ A.. LI-S,._D IN Tr __ i- STL,✓ ALL4'�J�:I✓'LE : 31�tr>LIw �3T0'?Y t1_ ��; Ar=F'i•GVED BY THr E1Gi"LEER. c C L't^cR aarC YS FZEf= GR Ir.*ar ,dv s �� Mr•/1� MANU A r 5 A !AT10N GATALG FPID LG.c...c ORT tv✓. .� Crc '� II USS 6>44FT WALL SECTIONS McETINf T=iE RCC'J!REr'`ENTS FGR UL F'R E WALL ' � �Z � `" r'..�Ii , - r � _ _ a S���iAL (N�='E'CTOR CeRT1=ICATIONG SHALL F!E SUP,'"ITTF^v TO THE Sc`c"'CLY U�i SY „ _ F?U" DtNG DEP4c77` iGNT WITH THE FEF^ -17 AF'PLiCATICN. THE SF': A c--!� G Or...CtI AAIT�S• c� I . - 13 OGr..L!fi!�lT� 1 >OJ a%. lW�>I-#:') C� (1 j!I r .. G c- c r - _ r �- r 1 p ter. r; - , .,"' Q. 1 .;'• IN � _TC!Q MJS1 I- A: FRG'✓ED E' THE frUI�DiN DE AF:T` NT s. CC"'!"CNENTS' USED FC=, SECCNNDARY Fr:A'"!Nr� iN "HE FRE-EN!sINFErcE✓ STEEL 3 OCCU7-ANTS E�,. UNIT (espA+-.ATE EXi.,•TO) �_ r ti . -F2`OR TO CEnI N;NG CCNS T �',USTION. eJ`I DING S:1A1_L E 5TA NDARD GC;~t~ CNEN i 5 AS Moe,NU=ACT Rr'D elY EJTLE � !! C� ! C. c. -- - _.._ MAN',=A T,.Ri^ti- GG -F:' , - XI _. \, .J /, G CrT .: 1 r rrr_ , G, 1 t, C r !, � t,, r • a �..L IN.,f='- CF' 6 HAr.C.UF, ; , »"v LO'35 ,.�IA�L 1'F AVA:�AEL�_ ON TH_ r� `: c' : r c -ter_. e•, S E ,71 ,_ . , - , � i _ m, 7_l ; r E T3• ���,�'')/� �•�r /V e�� !� �f�fe Lam+ .., , n G C', .. CI v / EFl GCC -c ,..r. C C- it ! ._G , T , T , I ' i 4�/ IT <;,w:.MeJf1`•:•-D T-�i' .L'.:3 Oi• 1-' , 4Cr..11: A)°1T� 1 -.r �. ..C.O, s.. *��`� I , •�1 Ca_.D J B.I,E FG F__V1�1 B 1 EUILDIN_ D_: ARTM�!vT FIELD !N, _CTCR 3. ALL FRC 1!!Nr G_TA!L FOR NON-E?_eR NvG. NC`a "TR,C1UFAL ,4IR iTIONvG SHA_L w' A� ,, .,•, () f> • AS SHG'UN !N �F: 3Coti' ' U5!NG SGzc U.IE /u *'EGT!Cy5 UNLESS S;I^:iN GTHEFa!! E 20� MAY, i'�iJM ,1 S N � ; � t _ e✓,N , ,� DL Tie i..E � •' T .0 'rr�... C .Qn,^rT C, - tG+ 'r_,, r r t, - aFt, :r_ G....�r r,.�:TG�' I CC { r t 'cam 1 D r fi.VF+Z:.%L i3'-f•�oY4-L - -j ✓ L •—/__ FILED WITH THE LO_A_ sI. ' I-,_ I'� :._. t C, TH'S F, t G GC's ., •.JOT A N._.L EJ'�D1N� x C,NT �, "NG S. CC. (_ C ALL !!�._ ,..TCR F.FF'... -IA P 1n�r cc +n, Ta E-,^ 1 S rc r ~Ir p'1",^~,+ n. r C1,r'1 _ t- , , w..-- r.,, t, r A TCTA_ C' S i,., NC. _ F' U .,� Uti!1 FGRGEN�,..A_ . ,..RA3_. EA 1H �N'T E'J!LCiNw' DC;I . ND'C .,-,ND,�•l_L .1:N___FING. It-_FCR15 '" /�, A i EXIT .,ZOVID.._D F,',Oi ( FA t, IT, TOTAL. 07 r, i7lo\/105 a � i .� c•. WILL C "i. ONE ES7 l:'/1 ., l! t r - 61 IF 1 t 'a'GT - C-14 .r r•:-•= U VZ' 1r r Tom, s"r c cZ 4' t �.r G 'G' 1 r,. ! OU o '* ,,.,.. - - , t..: �' v L .L ..0\Taal C`v_ 1G__ .,C"1. O'✓EccALL E..,uC !�_ _LL W.LL GCS , . s Cc ALL E :FILE ✓ I.JLLKI.Y CJ „!�_x GC'vS 1 nJ r ,ICN. R�FO `TS --IA-L 4. ASL „.TUD tLALLS .-LA�L HAVE CCN ,NJ,..S TO. AND BCT C 1 t ! AGKS O- TN!CK- r r �.+ E?� t 1^'f,� Xit'fti'�I Ti�AVEL Di..� 1 �t !CE -; c'i . .,p^_.F '/h'C"" :^ .� -., 1t' rr G' T: ,r C C-1 , .e S, - - _ rn-- Y tc,r .0 , 11 ,rT. C_., P,^` -^•C T T , 1r T T. ,Y e . _ t I ` Al.F..,_ ._*,1 v .cR C S._EL E�:�D1hj PJY .,J1�ER r?ANJ A�.1.R1N_ tr�L`. JR'`vG hU1L ALL C .F_PAvCiES L,H- ,H_tt G,..=,,_C1ED CR NC1, r_aG ATS' -1:v ^c c.a z r1 c T P TRACKS K.; i.�l E� ��! :;I N_�, f"' STU✓w UNLESS NOTED Or Ef.US�, O R .. 5 _L _ t{ 1 t" G', t EC' X'00' WITH A I ;-' EA`✓E. FCU'` ^ATIONI IN T ER'ICR F'AR T ITiCNS .4ND co c 11t- ' -V c._ �c !TI - R ; �T rac'- b . Y � �; t: ;> LIG�D t• . , ti I _GTiCNS GF t✓�'ti ,1G �L MA t E. `iA_ I'� ✓E:. ED dt� . LA. D �- -1 :. : " EXrEr !CR F!FE WALLS W"LL EE SITE-EU'!LT. 0OiL NOTES b, UPON GC'PLETICN C- TH= PROJECT, THE iNS='>`GTC�' SHALL SIJ -''''i A EACH c" TI AN 'A Hc^ 'i1.TH A """ M �•r X a R^. Lc ( til • r. _ M.N.1 ,J. OF , C 1 . C, _ ... fi 1 CNE G S -r -C CN D ATI G ,. w Fi A' _. ccs r+. r = i H" T c „�R R^ 1 ! iNi n Ir r c r w 4, �, : r ,c a . :. , M'', o C. i.. . N _ S C2N=:. li'_. 0..1 5TA rN� li H, cR H� 1. r K _GJ R TNR✓UsH FASO FLANsE C: EACH PiECE 0v2 AS „H4,:: N ON 1 r.._ Ft__AN,. '' .- -, _. __ -. - ' '�• I 1 -! rI G 1 :r r a- r- r - ; �- . I. FOUtiDATICN C-..:_. f BA.•_✓ ON INFCR. ATION PRC✓!✓E✓ ,_.Y PNAIJRA► cr_ c cr^- - - »a» c`.e.-- c - L_, ,%� i UII_I1:ES W11 -L CONSIST ONLY Cr ELECT- .AL LiGN,S jND FC.E,. A..D _ _ S _GIAL tN..1✓'_C fCN WAS, TO THE EdEST Cr -C Tr!_ iNS _S C.�.J , ., I F=SCJFGcS CON�ERVATiCN v"ic'✓(G- ON LINE LU[BSIt AGGES�-✓ , , t=, e N 1 r � t Pc .4CW I. IT E= r••c E C 'n•, I^.r c FO ,F�, F c P s:. -r .r.+ G1 r. - i Icta- r r c , r .r �J 1 F,.R AN iti✓ r Cl.•.� _S 1 ECC. , {N E ,. LN. , . ?�O A __ KN �wLE✓.s_ FER. -^TED IN CCN. ,.R 1A�C_ TO TH. A. FKC'VED PLANS T'"' tr roc• - r? s A y, r R•-+ .- ,^ �•,',. 1-, ac � r � = cmc G t= - � �. ALL BOT -0- , QAC., .,HALL FS= ATTR,., tD TO GO'ti._ _...1E ,.J,_..,,..J...?L ._ W tri F'f'O,JIwCT. OJ.k'�l.�1c'.: ' AN0�1r".�.��! I�ly'.JTi-1�'?':�''� GOs�'�'O�':.ATiC'�! � - r� r 1T F n G F r Tv 8;2E/2CC ANr� CB.._R✓AT1ON C _._VICJS FROJ_C S, IN TH,S „- S-,. �C C + c c7ZL!C R i' n c ,., 1 .G ' 1 F 11dc - CCN.(Ti rN'!`1G EC`J'P'"tE!`.s 15 , F �POSc✓ FOR N' C ,iLI: _ A^ ✓ f" C1F„,AT;✓NvS A;D i!a_. A. ABLE WO, :K .A�JS+-�fP O.!d"c X i 1/2 el -;CT PINS AT 2.4' G.G. UN- rS ?vOTED OTI»_RL;.:. �• ,, , I I 1,DE'rco, cN,_ FRC'✓tSIONs G= Ti E: cl✓c AND/C5z ICC F,=FGRT. , �.� . LITTLE G...ANO CANYON Dr - -. - �- ` , a - !a r- cam a /_� - I - - ' +C 1 C .H+ 1.1, C STEEL t=,FRX! ' .r S -H +, C CC -+,F! auc .�- - 1 '/Rl�Y�4DI�..,�rti, GA J,.�,W.:.a.. - ^ c card+r• T• - G a: v ,�,A . A, .'I rc. GCN !NE- iC!`5 G: L.iG 1 G-11_ . TE_L N s s .L E_ A .,D• _I. _D B . 2. �O CL A .A . ,CN !w L(9; �D A , r�A _E?{C , .LLS GLA LOA""" 7 ecwr ; 41 ocr c e !R' F c ttVr F” AV^J c- ar c ,c t- - c N1Fi"^ AcSI'~1P-AT! : TY = ! K? l O G ! car -Asa _ tNS T(Oti 1 . R _C1J . _ D FOR TH_ FO�LC�r r tT_ 5 MEANiS C _.::LF-DFZ:LLIN`✓� t EK „_..R',..WS CF THE SiZE INDICATED ON , F?_ PLANS. ,- U c.. Gt_ C*I P_ C_ C Cu 5 5 O L F^ R C_.._ 1 - C�F AL NOTES , r T, !a Ic �. 'c'4T r 'I r c � + „ ✓ E FROCEDURES A5 NCrED. WNCR= CC",' EGC iCN 15 NOT S'�ECIF!CALLY SHO'17N, iT S'GALL 6 MA^.E AS li! . IPwo.2. .1H:- r CCv�I EN LiTf~ P VIGu, irX..AVA,IC"vo AND I.GR''G.C�S :n I n' c �, -, :> » G O;s „ c G CI M r �. �� >:� f:' ��' cF' r r-. G.r nc TH!a SITE. fvwTcD EE_011 OR _C ,HE ST4. ,.,14K p�TAll,, ., Ow"N 1's TH_ „TE�� FRA. 1tV.s P',OJECT LOCATION i'AC,-,-, s1,NI D..i�?...JP�t rF'OT4-I...T`5 Di'` I, =1 � I E. I. Er\_ N__ RNNS 3N LOA., Nlr H ST;^ZcN3TH !EC^ T I!NCz: , tc Tr 'G S=_=, • r -Ir G ',ID r-^= r`c Tc r cG � ! �t Ar\ A JR'Er^c ,f ,�ATIC�I .. <„ R . A 1 G_ G .T, , 'c G .. ✓ _ R_ r r 1 ALLCi:;-.E_E S..,rL'ZEAR:N.s GA: A.�,;Y: t_.CO FS= _.._ -.- ci-1 GO, G.4 ...r.aZ .,a ^C= ' ' ^. .S . . _ ' - a r T4 ! 5T = ENGTH EaOL T G ARc TG EE INvSTALLED USING °TURN'G= s ..- L1 ✓� _oA . M^�'-.!,.,-� cam- Ae_E iso A r A. ASL 'H GH D.� , T CO.PN O ,'1-2'10-030-000 .. , LA . ERAL SONL E,EA::,',!5 CAPAC! , s : 100` F":..r s!> L, ti✓. LOADING E3�.'✓ED CN: 1'C "!pH/GXRC__'rc^ C" O( t-�! 1i z-cr ir- p c.G O,na NF NUT" METHOD °>✓L'GiF!ED IN TN= N!�iTH EDITION OF THE AiGC STUD TO TRACK:: I - "10 SCREW EACH FLA`vGE 1" (;�(E• h� R_S, ST4tgCE s30 , OF'_ LESS THAN a DEAD LOAD cc c t r.al._ GF=: Cd'--iC T! N F.^.F: STF''J;TL''rcAL JO!^JTS U NNG ASTM A325 GF: JOIST TO TRAGIC:; 2 - "'O SCREWS TO WALL TOR TF�aG: 1. ,N I! I I,,,; I I itin IN I rasi ire #1: 'I he lo: I o%N rj III,.,, 1'�.,,l rr'Ict Ice lne;t, it ro, I(, r,�iki,x imjl.wi,� it) air q,t�i I tiv ,ha! I h;h;incorporaied 1) % I hc * r ro i i� . cl anjlfic,lrtt� Mkl)I(_CI Pr1illerlN 0%kr1C!_'I. Or third-rTlit, corllrn,�Iot­N dit,!n"' ' * . - I '. -iidcd to redoce crii�!i) ,�Orwrucfion �(i:ti% itis, oil the rror�. t �iie. Tl�c�,.- wc�,�ur-,,-14 are in,c . X, p,l':!utxll, 11 t1 nmN orirmalo from the �iw O.L!ril), th.: ctit;r,�,: of land clearinl� will wll,�r I I I I con,iru..Aion (Ir .,raiinn.. . 0! - . I ' I I � . I D:e�cl TIM 170-,illo from (,wwm!ct�on I7ot,;rv­w and 0,, ,r On -P,,;0 Vehlcl,�Ic . ­­­ - - _ � r - - _-, - - - . - -_ - ---. . - , . Gr"I!�:I. I!mli 10j)(91 po��Ild, - _-1 - � _ � . a Ali of and Wl-ro:%O cqtJpin,:w N!I'lll nol III!,, fill. nr'). C I hxl tit_ lnilluto,z S;�_.11" ,!I:111 . Iv po'led in [,lie d" " i pal ,'d qwLiilw, are&,,jtrIjAI[ j('11 vic,, to rcmin,l &-iter" find me urn', of the I'i\c-vnm,,ji[c itflio,!- I:inif. . A - • � � I . I I I * L frl:;•ii,.,��i�14,i!I,U!l,tq,i,!,":In,�t,f,(t;e�cle'ttiriiicii,,\ iihin 1.000 t­ct of,eii�iiixe roi:rptrirc � . I I q 'k - � III rrotliNilc(l I I Ill Al! ,:on�lrv,tiwi equipment -li,i!I ". .v.-,w:i'jin(,�d ill rroptfl' W'II� 'rjL�Ci)rdjvlp to t1ti: I , iii.inii�:A,,:ttirtr'.;i.,,In.,-cif",�C�!ii)tl,. 1.,jl6jI.TI,'1' [`-,I,t 1-1-" ch"Ckcd fly .ii cor"A'ic", 1TIC"Oa;,.c I x""! dk.tewlim•tl to be running lit p,olvr cont);uon 1%titre the�i,trt (1*�\ork.'. . , I . . 0 ln,!:Ill di,:"el I'art wit I'llc li!;L,I, (It- il',)Jll('!nien! o',her CARS.%crii-,t�d dic�4-1 ClIll'siorl conlrol sIr:I!c,2;0I,. 1 \ . 1. . � " I, . . . * Shull net or"ral, u d!,i,�14LI�--%!,' nu\;l;.lvk rmlcr %­,,yn jANS P to pov,er a hca�.*r. air I coll,!ifict),,,. or am ;1llCiI;!.Il\ ctI,ti!,vv,nt (,it mat \rl;!<Ic tl,:,:`n^ ,Ieepiw! nr r,,­vI1,, in it I � � ,!caper li,�rih for "`n�:i;er ftm 5 wtintl'L�.­, It! ant lt�"jtwn ltth,�u \iiithiii 10i) 1,,et o� ;i . I . r,. -,It i,:ltd ;ii-c;is. , I \ I � � Ill To Ow v\I,:rit lei.,.ih!c. IrLi,-k trip, ,,11..W IV ,.k:hC&IIed (lalj:v non-jvak hour, to r"dilce . Nik hour emi%sioll,.. . I - . 1-1 - I . I 0,i�-r,t!inn.0 TAC F' . \ � I _-, - - - . ______ VI:11110!1� I I . # All viol3ile and ,,:ati(,rijry To -6. Air Contm,.Imanl, (TA(',,) , 4,(Iurce, ,Nall colljolI, \%ith ' arn tic Conim! MciII,u-c,; oJCNI�;) pn , ,mul! ' i,:I,h% tl� ' ,1 , licahlc A;rhonl,� To .fj . e CARB . I1I7,:'!u..:Ih,)L;: 1!!e litt of l!% project (,CC hiff).w\kw,tl!.!).C,I.00\,,'I,�,�i��,�',It,:P,)��;)tciii.h�iiil, I . I I 0 S!j!i(1110' I,wwces .�11,111 cmink with allpl:�..,Ih!� Dj,,Itric! ru!e� an',l sa-ul�ition,. . I � I I . . I r) I. . , I . I . Foz;l;, ,!�! I I . -1 _1 ­ _.. , I I � (*onsiruction acik ifie,, can ,encr�oe Io-_-;i;1N e du,: ilot can �. it fill!,nilco'lo 1("Cal tC%idC;IIN . ' I . - andbi�,ine,,I,�% m:m- a conqru,�I;011 ,ole. [lot;,0lt!Ir!ilill1'1 cot ti Y,!Itill, in it %iIIIAli0`11 of the Pi,lrict's ­Nut,i;ice- oild ­FU12it:\ e f)us'­ Ril!c,, 2(11,1 and _'el . n_ -I,&,. iiel'. The l0lkm irlm, j" a lilt of wca,ulv, Ill,it riiav Ile required iliroug!wto the duration o! the . . � � const n:ctli,ni ncii% itis! I , I I I 0 pvdIce Ill,- illilwirli tit th", &NItti'lled area %\ here po.'si'll'!. I . I � I a 1"o of mam. InIcks (I'. ,prillk!,:r ,x S!,.m, it) ,;vII`i', iVIll. ijuanlili:, to pro\ent aitIvni-tic dust , from lett in._, ill,- silo. All adc'z-.1,ve wale[ ",Ip!II\ !Iouivc Intl,( be identil-il. Incr I , I ' 1l3:CrinffcLjUCIl1:\ '�\(Ilikt be retp,ired \ih-on,�\-,,r Nine! speed, exceed I; rr.rh. '- . : Rc,:!:i;n1,cd I no!i-r,,[�;N, ) IiI. ater �Ilou!(l lie med �k hene\ er riol"0,1e. * All dirt stockpile areas sh-tuld he spni\rl id;!',-!} .;I% m'.-cded. cmcittl. or it pi,idcl I I arr-n-I IlIlerwoile rri,oll)tj %kill b- 1-;,e c!- . - I i I I . �• I '* 11"':rIllancill duq Control 111,,i:,uro,� idcnilifled fit the appi-med pn­ljc\:tI rckc,,,.,i,izj( . In .1ild hnvl,ca!)c plan, s!ltottld l-, ill-r1,-!wcn:,%1 j,, Noon w, po„vble fnil-min^ comr',olion, ill am ,%I'll dvovr`lill,2 d�:J% iz;o. . - . , 0 E\Pil,cd ground arca, that m ill he %-morli.cd it dale% grCuicr than m! nlrinth after initial . . lrid�ng shnuld �,, so\,n \Oih a l`a,'.-;,:-m;nitln,, oon-in% aN:% C ,va". ,�e�!d and l%pi,zri:d Z. I , , I . & I I I unill \ er_nx ton k i%1w.d, � I . . .1 I L , k!� ,� .�; 9 , All d!,lu,'",%i sn"I urvi* not ,�"Illj,-cl io r,_ -Il l;ji,")If ,hou!d K. i.,;abII1zzd U,in, ai'7Il,%I:d . c1-tenli;:ii1' ,oil hinder,. jult: nilting- or vth,- vT!h-nd� ar:�m\ I%! in ad.% vue !1.III,., Butt-.- I Ctivn;\ Air Quz"t\ .N1.in.vc-m,ni rli%irim I I ­ . I 9 A!) rcydtk ii\ \. (!ri\ Q%N uN I, -sid,­,% al(III vc. to 'tit- ra\ ed %hr,uld 1% com,rI,:I,-d a, v"oll il, . . roo,0,1'. la iddi!;()". �vi!ding rad.i sbot.j!d rw,! hild as ioon it� rn,;Wilc altcr pr;Itdint: .0 - . un!c­� ,,c-,dJng orcin Hndcr, .I,,. vwd. - . . I I � . & V011C10 ,peed ,"(I,- il!: conll-,tciilla NeIlAo" ,.!hall not ewoc-d 15 'nij,h on - ans unpaved mirface ill the con,tructitin kiie. - • All truck lltulmr dill . . ,incl . mid. of o!11'r V"I,c lll:llcli'!!� are In he covered or should lll:tifllain ai It fit Ikkii lac! of I"Oehour"I (m,1;jtlmII I or!:cul dk%illcc I-)l.-1NIIv,-:1 tor 0I !,'::(I I and for ofd1cr) III acci'Irtlxwe v,i,h Intal i',';.lIo!ion,. I . . I � * ln,,ull vh:Ql %lj,,hc-r,; %khn-rc \&cleN crocr and crit un;iij\I:d rrI;d,. own sl,cc!,or Nash I ofir'uck!, and miii,mvnt lcahrl; the , i7c, I I I C-1 sor C% SI,, �In t..�­ ,): III,: 1-1 of C:4;h da.x it ' N k;%%I!c -.,,;; cix,zriii! I, l'1 ,CII ooin 0.p,� I tmi 11 ra\ cd roivk. Wio,:r x\%eej-_-.­ I,tti!h r,�xloil'vd \% aft!r llhrIlild b": U,Q(! %% h,.,re lc�,.�;�]�.. . I. a Poo, ii ttip in pornimml, localinn \ 1-",-!c to thp1,!l,I!,:I: -A 1!h the_� i.-I.7hont: nurnh,.%-I, of I ,1 ' (5311133.-g Wit) comri%-ior x,,J the Eutic Cmmi\ Air Q��j I: t,L ,\I�iii;i.:,.t-,�:!-,LDi�tri,-t-(!.i�j,%3�:- Wit) '.. fo- an% quTII,!ion,i or cotwc.-n, ul�)"i d,.v�t fi.nni ll@i,! rroicct , . All let !!;L': d�_m m,'Ni,;i1;on mcmurcs mpjr,.,-J \1hoWd t.,- ,I1-.-,l-,\n on grading xiJ ou* . 'din,- . , ,. I - 4. � 't -r,-;, or re;­olls to nton!:or r! an fin addition. I h,.- C on I rac to r 0 r I" ;;'IjiI r should d,. -,i` ' mitt v rL the dL:,,t con'ro! rm,2mrti and to o.,c%!- ii),:m­,,.,d Ns.,,!'!r1n,!. u%k netc,r-ary, to mr,:I, �,:Ifi trans" I . I I . I of du,' of, , i I c T hc: r d � i' � �, %h �i 1 1 i n I. I ; idi: ho I i Ill o � ,i and d NN -.-,- I, \md rcr;od II% h cin. work rk vi (I,. . I not r i: in p. ,,.--r. ,,,, T ll,, v::i e and le I� 7,!- ont: nu In; C 7 te' , 1 '!Ch r.­Nnn, sl,all h\ rr-.id, --il It) I I thi: [):,,I ri, , i p! i or I (I hlot I T!, e C I ": I r,t n 1-C ! t 1 r 1'.'mp r :.-C (I! d.1 I i (III :1 nd I -I 11 1 'It C, I ,-,;; it] � n I z � 11 ! I w ;I rc it . . I P! c.m, n i, i t tha I \ i^!:i Onn % of V: I,, I r1cl M! ,,I.i 1 it ! 7 nn N Jr: Calf` 7cc a 61 c v r dcr the T ­Il It I , I oil ? 0f cillifbrn;a R.-ill"'h and $,tfo!\ Cotl-.- F,-cli,lil 42, 'OO, kk ,,,!,:h rr,)% ;.',!,, for 601111 or m1mirf;I! I Nllalt!x, ol, fir to Sa.O(ul I-":. \ ini'll;,.". I I'Lin RequirmentIt: Thi, nn,,c Vaal.l :tI,,o 1-1t: tt.'.iccdon all b-.:ildinzg and sl',i! Ovelopnlent I rl;:,.,,. . - . . � I I I Timirg- Fequlrer-,.-rt.l� of the ciln&tlon ,,h -P! ti XIIIC.-�Xl 10 throe nn„! Cl md;fig andI . 1� I I c0l,zru„nirm P-Qdr,d” - _______________._ ________.____ ---,---- -----------,-.--.---"--- _____ =1 Monitoring- The EIiil: County Deralloicliz W DeNvIoplilent sc-rxi"e, 01�01 co'!fre Olaf the nolo I\ rl:lc,:(' oil ;01 if­!orineni p:.m,. 13iii!dirltl inI,IlAxlor, sli,ill ,.pf-,t chc,k iind Nh:dl . ell'I'Ure colil;,!iil'lce lin-Nile pio!c ('Iltini\ A)r Pol!ut;on Control I)!-lrcl iw,rc,lnr, ,,h,di I re'l)(-md it, nu:1;,wo. coviri,imis. . I I - I � � I I 1, Lei if Mq,;I*!#'v #2 1 . . - , � - I ­_ ,-----* _­_ I . . , - � I . I I lllwc U 90'v (Ill ,,1L C:1 ll,r­,%cl­-,,t r�.,­ thm "1:1ION. •''I 11,1 in -ad 11�_- .jv#.i%6,:% te\c:!l I Ih­ j)r-_­oncc cal ricIti,To:;\: or hi,!nii, to tut':,) rempur,­., lie. arlifact ewicentmi;oriII. includiv- a,qr.(hejd, and o0jer ,1(1!1,: jklk)l , , III' C�jr',Jltl, tj,!,;,, C:!:)N 'tj�, e,iI:.: I , I - . . I : . - �,I,t ctur, rcpi , , i it,: h- In %�­, s k ,.-',�;.d tI:niji it,) \N cti k lh k ifn 50 Icct of I he fold ,!1;111 i inm,, 1:(i�, IN ce i,e - , Will! it e\;0u qI!:I,;,v(� ­ . -:- 1-1 -` I 'of�, ­Toll�if w'0It,:,)1o­4,l.1vI he CoI),I!!1'cj ill Wv, III, TO :Ind � I ;v,;,IC.I-.Ic-I1 ap;-I,,priwo nmu-_,aw,m it-o,cJu;-,:,. Shoi-Jil ht!wiin ,kdeial temidn" N_. 1:T1c-1'w1!,,TetI_ Srili I.w. rc(.ftim-, will _,!: lic not!:ic.)-ion of (lie (747un1s ('ocrinerv;10) 5.;N- . . 6s 1") ). ShouH !III., Count% Corom,r 0 -I('.1lIIPw lh.!l the rew�fvf, a,1.1 Ili im a!%:1:teol,l1w;1I I ww"-c[. (!-,I, ,Njz:ve Awc,;Can jl,.r.,e Covlln;,,;­l ill Sacn.tuwfllo ,hall fxt rimil'i"-d jIlwI,,&jl,:I,. ril;-uxi; I'l *S)I�oc L:tk%. (il itrrjii�-c for Nx,%c Aiv,�,icarl p-,ir�:,:;lA!io,) i -i . , i I (ic!,,ri-.rrii,i,,,the ci;,i,,,,;ii,iiiorstiL:liethic ;!i-,"T°i,,,pi-t,ii,;,,t»of't,',;,,•i,iT,.•,,'i,t!lF., kdIo,,\ed , , 1�1r;jl_,z co�!,!iu,1101 (11 ;1!1 .'uh(fi%v,ioll �Inr,rovemcll,N, iil',.IL1d;11._, land c1ci,im!, •roiid . � I I . crlfllllruc;oil. ui;;:1\ Ui-,!.i!l:i!i;ir).:iiie,bLiil,!I:,i,-i,it-i,ii.kel'ii,i1iont. I . I I 11;m Pt-ydruint-nis-, Thc ;iknic-t'..:k:;-cIm.'J jniI;;,:1!io1I '11,11) lic included 00 11roit-'Ll � ,Il l;,:.oVclnC!li 1,11.1n, . . I Ii Timin'-: Roqmrew,,,v1II,oI tht-condition ,hall b,- :01w,cd to r-i,,Ii-tt-)Con'ti-:IL;14)11:1",11\11),",. iw-t;d:17 matt ,ol,tmc;o,i. and Q-trotivIhnul al: .ptadin,: .1idion,irot.iirI pent.!,. � , .Nlimitoriiip: Thk- fli!!tc Cour.-v, 1)�:,(,:I!Illlent Ill, D,%CI,l:,rticnt S;.-r%jkc,� will Ill-, P"Ill!': I I I IV"llik, l),,r;1r,vw11T ,halt en"1% 111-i"Ill'.. nll;-,16,111 i,,1kited o1Iprov,cl illir--i'l-1,11 pla- I)co;wwcw (--Ilk-.clortnent SemceN 0101 ellstirr li-iQ eollICTion I, frict at lll, ilt'le of . . d , �Neloplllcw and d.u.;;'..-, con,irtiction zi,ti\iIw, Should cultit,al rL-sotircc,, In.-_- di,cowi\:d. � III,:. larl,J;,\Iwer 'h:01 nolil . N the Pljnnin�, Vivinion and i pro!eI,,ional arehar:olo,,i\t. The 1`arini­: DiiIiIt'jon ,hal! coordinile kNith III,- kl(:tef,)I-crankl a,-pro!,rixc author clic. toa\oid dmna�,,,- to cidiural re,(iurtc, a, (t d.-xilmne :ipprolpri its, action. State Lm rvqmtirc, the I � I fVIl(l1;jv_- (I!' am 1pirItan rciiiaiii,. i , I . - . I . A. 'kjLv, I­qion !k1ewolre #� , _ � � , Place it Twit: on proloct wljllilPelnctll rlxl'� 111:11 NuI:L11,: Tol�t. c -\Ient Ica';Ne. ih-(`[Z-NeI(l,:,-, ,JIa!l imr,cmeill thl'o!!o\%;n-roc 1I,u1v,x tilt tililk_f,f,(Ioolk.11t"lc:lI lr,p!I%Cl 111,•anlicijl:]!eLt contrihl.lioll cd,g!vCTlh')t1'c ga., ettli'sion" from d'!elorl),­nt: . .1 � 0 sumorl C"III-xision of lv1Ie\%;th!o m_.r,zy 1;IINIC111'. .. . , r. I'loNOre, it!! nett (le\0o,ninent In .,Iplltirl r�j)!(lkolj,,Io� ,,\,!,!pI ir.,I.tj:ijjioII. I I . � I I a h,i;.!w, rt -x \,:Iin,2 pio.u,,ranl \k ith a 50', r,%fanion !,.oid. . ,. . I - . I 0 Surpo:1 lim -!ImN uilm, in'! it-i,%Ilior,\%'CwI . � I . I 1� lw.tall I•\\ -11(m liltwct- Dud to;l,ns I I . - � I .1 * 111:P -oke We! el­:Ciell,:) III l:qiort} v durin; t.:o:1Ir(I,:!:,,;l-r.,1I,ItCd actilit!"': ,. U,e k],V.I lit a,!e,,I:Il7\c filol . cqu:�,lncw 0I . . I I � � I - ;d'w,_, tjv:�� eivh,�r �)% ,�Iull:vl_,, CqIl-.pI-,�:rIl o!'I %\�,cii it'll ill lj,, 0! M:flij�l;/� . '', � I � , . � r,*,E!ClII'_' 111" !;m�-o!' idlmt! to nn III.o,c fliall lhlO, Fll!It0e`,, . . . Norl Rctjtvil-vrrlelit,: Til, ;"v,,k!-L :,-i,rx,ekl fniLi,: oviii ,.'loll he includ,:d Ili) r.ro !,,. : , imr1-"\,v"!rnt 'I'lt; !,ui!klinl� rl:.:I,. I I I I � . .. � , , � Tinilriv: Rcijuirein,!nI,, of the Cn%l;;;otl 'Imi! lv iitl!lel,d Ii jI!-for lo,o"'1wcIp'.[I "k-li\iijC,. in,1::diiv_, road con,irvk-ilori i.n.,I lhr(,i:,i!ioul a!! ,-,ml ;!i, and C0111rLtOil) , I I I r-; a_,�) in i"'zi,mcc 01 I)vil&-I�_, I R.--tio:r�:i7iont, o! ill!, co:i 00on ,haN alio I k, I,I:-,�:r,.Id If, - I I I [,,: ry i i I ,. . 1. . * , I NIm0foring- T;�..- S,i%o Co�m'\ 1.),�;,�,:w%nl! ot D,.,le�I,;,!,Icn; sk­� i;-,, . jil't I'll pt"ll;': ' . NVw-k,0"r:w­)�--11 ,ILII' k -'I ­;I,7 1!1:11 OW rli!�'.10111 11 !`!It4,'dt_I'I r1lo!"tt :m !o"\ LIL,ni 1,!,:ilN. I I , ' 1)cp;Ir:I1I.,IA "I .D,:\�:!�I,-!,.,O•i! Sel�OCc, 111,1'i C'!',', rC 111C L(I;WII!i()1 :1 IM'.( I ,'I-; lh,�, Iti"I'-, Of I tlk'\L!frrr`,,:11! ,111',1 A!J:Jl!�' COCI,lrt%'I'Aw acli\ilii -1!1".. Plxlllin"1)lAi,;oll \0f, t::1,TAC i'1:,1 I , itome r,,,!(1enwiI 0,,ek,!,v!,ni! i,v:hid,-­t !11. ap�,F,:;il,i., v­:i,il.rc, dtmti, ltofl,­Iii):, l'L.;l17!I ret w%% . P-qlkt;:I�- in,reclol, .,hal! ,Ipot ch,cl, :rid ,h !•l en,itre col rLzIn-, Op -,Ole. . 4 the f(,!1w,%i;1:" ;Ir", pl'l1l;,-il4t \% iftll t11_1 ,,,,multil . ': a.,:Iv:,1o1i\C ter r, rr;IkIi'..,? I I1!L,;4!ic, for u"w"k::11 b:tlil!, 1!%in: tjti,�:'ci-� tilt h�irtxi h;jI)i;:iiiow koe!-:n,_- III !ice zininvik: . I . I ,T ," ,_ T 01 11,:!/i!^.IIILII llli-!ir ,t!'-, klii!,, I,hov,. -W;, cI !l •:r o, a hu"111'." I,,,- 11ol';,\: itlW ;1.1) I n� N1,;oc­ acii�\ r, I -� I , � I I I . Alljl!;Lj1II 01.11 LOW:'k %�i!h �'I� (III,.-, appli4:;ll!,,- s:,,!0 ;"r,(! lo,%Il I,latute'. 4kld:jl,lnc,::, alt'l ! I - - I ­­­­ 11 I N!1 TC, , � 1. . , I&, . I 4, * I . . I INSTALL FiBrR POLLS * . I , Itt- LF�Cl_ ALOINC Cot4TO-JR � IIiI, - ,4, 1 . 10, � � I . .1 A I . . . I I , - , �� � � F-!f?ER POLLS I I . . . ,I/ '4' 14, . lt� � 1�1 , , I I \ll I %v "" , ,,��kl I i,__� . . ,�k ., 1'_�Ii . - I . I . - 1, I I I 11 I 141 , I . .. ; k 't, .41 14, * . I 1� t III I I .-L, � " I I , I •,1 14," 1 ,iv . 411' i 4, , I u . I I - � . i , I . I I . t; - I w .4, 41 !, , , � . I . . _v z - 11 I 11 .1 I I I dI . 141, . I 1: .w t . . , I I , I � Irl I � . "`1 . r I , , I I .9 I -w , -a . 1 14, : � 4 VE R T'�- C A L S"AC;NG . , .1 . I I I , : � 4 1 ALNOC THE FACC OF 1. �% , 11 �v I . 1, i V _v I . ig I I I SLOPE VARTS BEP,Rllr: � . , . .11 I I I -V - I I 10' A'!"�' 20* 1 7.,. , �.w _v . . - - . .0 III � I I 1. � I I I . . J� t . . I I . I . � I . I . I . - ' ' I I I I I FIBER ,ROLL INSTALLATION . I I . I . . . . I � . I . I . . . � I'" 1 WOO ' �•- I . 3/4-X ;/4- -0 . MIN STAKE' ,J-, A' O.C. . I I I . . I I . 7 3X� I1 � . F, � 9.� � '-rR. I .� ROLL L \-- , . - I" ,I , II% -_ _I`�)z II —\ .I �I I 1" I f 71 � , 1� :1 , ; I I I � , , I � . ,� . I �_ - _. IV . . �; \-,I ! . � � , , � ,� I � , / , I I _ .,.. , - I I Al I d - � . I - - 1, - . . � � I :-1 -, I I I/ . � 1 14 . I `1 : . I I - ~+_ I . z . t ....... �� . I � . � . . I ' ' � I ' ' I . � ENTRENCHMENT DETAIL � , . I � .. � . I � I . . . . . . . L . . � � . . r7rq"7jp­--- r r11\ r r !,O% , -, . I . � I - , W �.w - mlli,�; .11 -C'-'. �� I , . 4ft c+ r, ;, ll I I - %. . l" t, ' I 'I.e " I " , , � " " I . . I — , -_ - — � — . __ I , "A -,*O- �_____ - ��� r 7�7 __ I . . , .1 1. � I I I ,� � I - &!� , -1 m : . " . _k�_ . � . I � ­IIII " . . � . I 1. �. I . - -,: A � I . I I I - . . . . a 4 . I I . 0 I" I ML � . � ,i5TIN,-_- C, 6 A _­ -11 .j I . � I � I � . , \' I - . . _� I , \ \EX I . 1. - , N I I I I , , I .: I I" r � , . . - \ '. f -aft � � , . � ",. D1 I All . 114 � 1, \ - V I . \ III -­- I I :� , . I -1 - - ____ I '. I I I I . ,\ - � I I * I . I -,,I- --qw - . . 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I v M .� � 15P__ - - I . I . oel. N p r . 0. ,�,�, .1 . ­ . . I - - I I I . . . I . � . . I I I., . . - � � . .- . . I — . . .j i /,,I&' , I ,. I I . I I I I � _�.. . I . .�: I �. I - I s 1. I . - I - - --- I - — 4 It'd —X—X X_ I I I I I , I I . .-- — I . f", �' 'OLLI . , w _x VERLA 71 . I . I I , I I , I I 1, �; , ,.� — . . . - , I 1, . (", , / 5" m"4 O . I . I . I I . *,., , - yy- I I � I I . I I I . - I I 14. . oe , \ I .. . . , v 0,,....p .." 1 1 1 7 . . I AT ENDS 097 1 1 1 III � I I I : � . . . ,. I I I � � I I I � - � I I / - .. I . . I IL . .." , I L I I .. , , � 1. .!.�w "r � .. . . � . is i I .1 , _ to; _�� -I/- I SILT FENCE . I I � I ., I I I - / I . . . . z . - . I . . I I I ; � 0 I f / I I . . - � I I � - . , , . . I � , I I . � I � Q . � . I I I I . ^ - I . I . D.S_ CONNECTION PER I . . . I I . . I . . I - . , I \ , . - - I I . . . I., . I I" 5, ---, I � . . 1. I .1 / I I � 1, U., . / I .. . PLAINS BY GILBERT ENIGR. I I I .1 : I I , 2". ; I . I I 1 _7 -.,- , . . . I . 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I I - I � C I %t X-1 - - - -III , , " . . . . . . - I I \ I I r I . � "11,; - I r—x—*— ��_ I . S, I r . � I I . I . 01 � . I 1. � I /I .^. � � . � I � I 1. I : . � \ Ne . -_ - � -_ � I . I \ � . I . L � . I . � . I I ­ I PERMIT # .- 1-316 — F-0,3 1 . I . : � I . . I I I I / I 1. \ cc, I 1 14) . __. \ � I I � . .4) . 11 � 1. . I(,, I . � . �_ .wl . ,*% . I I I I � . i ! . � . " I . BUTTE COUNTY DEVELOPMENT SERVICES . I - - ­ I - � .�.�-._, - . .. I IN -1 . I . \ � .1 I 1, I - . .. I . REVIEWED FOR I .. � e) -4 , I . I � . INLET PROTECTION PLAN (N.T.S.) I - I I . I . , —_ —_ —_ . I I I \ I I - I � I � � 1. L �, Q - I . I I 1�1 CODE COMPLIANCE � . '. C�0 - ,�. .. I I . . . I - ' : r\ I . I &L,T FENCE � . I I . . I I . , _J_�_/,�� . '--X- I I . , . I DATE ? BY � . I I . . I I . . - I �� - V / , ---- I . �_ I � I � I I - . - I . I . 1 7 — . I . . � . 4> . . "`__�l . 0 . I . I I '. - I I � . - � . , . I I k , I ' . . � .. � : -1 01) ,I 0"I I 1) . .. 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CONTROL FEATURE5 SHALL BE; . I I � - � � I .16 71 11 I < 0 I I ,. I I , .1i � I . I . , I I I . -TH VALLEY B'l-ILDN'S S*T'STEIf4_:- e . CCNTR4CTCR,) I I . I I I - !01-011 11 I . I ; 0 _­__'­.­­ .1.. ­­ ... .... ­ - ­ ­ - '.1 - L.. I . ­­­ ��,-,�,''-I�-.1�.,.-,"-"_-.I'.",.., ..­_­­­­� ­ NCc� I . . � ;;` 1 . / " I � 9 Z, ff I e,;; , Z) �, . 14 1 1 . I 1 7% , , 7�.,% . r Ix C 1, wil j, I I I I I . � I I , r 74ST- ANDY WOOD I � . I 11 , / ­ I - / I r. � ..I � I I . r I . I I . . � - 6' l"AX . ____ . '. I u " P) '' ii� I f . " . . - . � C , I I r '. r I I . I -EVILLE CC�'CZT - I I I . . � . I I r I � , -1 , - I . A** - ,� , v "A ory 1�, Il I I I I C, .1 , t; 7 -, -" r- ,p-,-77 - '17 ' . --- , , I,-, "- �C' vu�r '-fli ri!, ",irl. D IL v4 IC 1`_`111 . . : CON . AN . . r"," 717"%r. , � , L J -_ -11 11L__ . . I � I ;,-- i c. . i.. , - r;, 77 r . ­ - B 0 C � . I I � ,q vu . I r . . I I I . L _. � I � . I r I -1 � I . . . . . � I - . r � : jit t , v C, . . . I _. I ., . C�JICO, CA ii't_:�e2F_ � . . � L .1 I . � i , . . I L . . . I . � .. I , � . e.,:! - .1 I � I I . I � - (I I— . 11 ! - . . - I I . eL . '14C\ .. � � I , 't " F ,'E� (D'0) 3,4�­72eb I 1. I I It / I . . . cl� ( � � I I I � - I � . I . . . I I � . I . I I �. I- .� � . . ::')< 2 . I I . I I . I � r4i � " i i Ir 0 1 F " . I I . ' , I I CP­­P­i-­�j— PL � I r . - . I - D "��ft # P-A� I L , I � ' L I . , . I . � .- - f V -1, _� . . . ''. J." I r I I � r Ir - -1, - I r N - -, T T r � I - 1 ,,�- -� - t. IL CC"-ISTRJ_TI0N 6W,4? -L B,E SIC-421DULED AND EXECUTE:�.� N ,4 -:4 m:R WA L - ; - , ,$ 1 1 . r ' � � r . I . L . I I r . � .. 5!CN 4ND POTENTIAL 6TCR�l WATER PCI LUTICN As - . 11 - L -J - . . � 0) =� I q- t ,., I . . . . � I pr11 . I . � I . LI�011TEI F-OTH SOIL ER_^ &- I I . . . . � L". r .1 " ', ,r . r . W., . I . I . . I : . . I I � I - , , , . i n ...k ,� . - I . ZE D 15'r TPE CAL',;Oq:,N'IA 6z' ,EFN BUILDIN:S CC:�E!5 STANDARn EECINON -1 . 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I I I I . . r -AT I 11, � . � -, .15 F0F,=_CA5TFOF i'i I t / I / �- , 1. I I I . . : ( I I I - I /E, (MAY) O.C.Or,LOCATE � . - � I . I r I � I/ " , I . 1, I . � I - I I . . . I . IRE - � � . � I . I � . I I I I I - I 6 & " , , r FE:R'l`-'1ETER I L r . I r . I . I r / , 1-1 I " 111 ,'� " . . I . 1. FENCE I I . .� .1 5. - t'174SUF,,!FS NOTED SH4LL EF I'IPLE�-',ENTED TC CCNr0r,_-, UPTIII-I THE 'BEST I I r Irl '. " 11 " ,r/ � D0'A1:ST ,SIRE S'L-;;7 Cc - . � :::::::� , * , � r " ' , I . . I�j . . FA � . .. . � / , " , . '. 11 I � I I . r n*!r- - 1\ T ' I / , , '' , I I r v1`60LIEEN Lf =P, WITH .. .. I I � CL . Z . � . 1 BE_-T!0N P_ \ I ­ . l"',AN*411_1E!`1El`-4, FF_,6,CTiCE5' (er"P'_`) OUTLINED IN THE CALIFORNIA STCPZ�t W,4T-='.:Z ,r I I 1, / , / , , . - , .rl I 0 1`11L 1\1 , I : LAJ . . C-1 � \ , , . I � I I '. " ." /I , ` " , . I I EDGES LA;"PED I2 " i CEALELD , I - � I j .- .- . r - i - I , I , ", . I r I � I I .. . . 'r ON . ' � . I I , . ,r - " " ��. I � I I I I I Ap:711 , I CU41 IT`T- 4SSOCIATII:�N' W -'ND5OC<, NOV"'t-IBER 2CO(2 EDI I I - 1. I . I- - 11 r I " ,/ ., � I I . I . . I - I , . / .,. I / � F= I . I . I . ..� . I rz311 s;rCT;CN A . . r - . , I r IF . U-1 . . � . I - . — . . 1. - " . ' . . � . . . I I � . _f;�.l r" � � I IW I I . . r I 0 t . . . . " I= I r I . I I . r I . SILT FENCE '_ "_ . I L . r � 1 4 6. ANY SOIL TRACKF_�',' FR-^,- Ti,4F SITE INTO THE PUr-ILIC STREET 5�44LL IEE ! , I . I L ,r . . 1. I � I I I r I I L .711 7'."r � I I . �� 'L r ICLQIANED Ur'- AT Ti -JE ENID OF EACH W,OgZ< DA-. - . I I .­­­­ _1- L FAL_ --I C � I . r r I � I . r I I � - I - EA SIDI-- Cr: FRA -E . . I -3CALE: L I L � JOINING SECTION. DETAIL I -. I I I . .� . . � r , I r . 1�\ lx2x,2A" STA<ES - I I I r !I , � I r �_�> , � I . L' I I wao 1C . I STAVES TO cv�PLAo ANO FA2RtC TO FO . LD A 1100 NI � D I . L . I I 1. INACTIVE SOIL S-'rOrXF=!L.ES rult-I-aLL CS: COVER= -D.- ACTIVE SCIL STOC<r'11_Ef2 . . I 4"m . L I� . � . r STAKE ONE FULL T`JRN'N, SFCIJIZE FA17IRTC TO STAVE . I . SHALL CE CCvr_-;P,ED FIR!iOR TO ANY FORECAST RAIN EVENT. . L r) sr A IL . I I L . I r. ­­ - 11 . I L - r 11 I I ; . L L . L . I L - *B N'0• I r L r tzqp_r_In L r, ­ - � WTH 4 STAPLES I ­ . . � r I . -X­"'41� - � , . I12)02112 t ' ' � � . I . L I . . 'E Tt�i F * . . . 8. ERCe!0N CONTROL'"1EAS_JF:Z5 L S�JALL EE t-',AIN'jA!NED FOIZ Ti,mIc:'-DLjtZATICN C� . : , a, - T " r ,_ . . � _ � .. I . . . I .- - 2. SrAKES S!"Ikt. BE DRIVE T'.CHTLY TOC _P T 0 . I ;- � _, �.­­_ �'.... ,t _­ . _ .- Ile I �., � 1. . . •,'I. L -.t -t I PRE�SNT POTENTIAL FLOW-THPOUC4 Cc r. r. . . . CO-NS.,TF',U'_-TiCN OR UNTIL ALL EXPOSE=) SOlL IS COVEFZED WITH PAY!,,, I L I . I \vCW � --ILE: C7\1!!-.e.,rs\P'Uspr\Destcn�,16,�l^g L,-, , -"-­­� I, — ' 7---oll `­ . 't- - I I r I �0 . , L -, - I I I - L - � . I .. j� ­­ . - _ L / 1�I -_ VEn-STATICN, OR •OT�-IEQQ, FINI61l4 S1',;;Z,-AC-fN11_'7 AS et�40'.LN CIN TI ­4:1= F-1 ANS. - I , AN�ERSO,lI " .. I .1 - _ '/ - 4.- -, _. 7 . I c"'DIVENT AT JOINT. THE TOFS CF PIE STAKES I � - , � - . I I . L 1:\,"�_C" Pitrdwg r .� __.L rr L I L' . . 'UPrD VITH IAV�E, . I I I I . � I I I r. - I I — . I.I, . . SMALL PE V7C - - . I I I 1. I I . L , , cc I .., . . L I -j 1_" T , " I . I 1. . . . I I I " . _...'r., . . I I I r. I I ".. : . ­ /..I.-, �­ .. . .. I I I - I I ' I � I I . I L I I . - 'ATED WASH-OUT SPC%LN CN 7II-4:2 PLANS 15 4 V!CLZITION, CF: LAW AND I - I . I I . I r - I 1 'I', _. � _� � . I I . L L . THE DE Sle-1N - � - ' 7��AN r . � I - . . ­ .✓ . ir e. LU464N6 Cc CONCRETE EOUfF:'�ENT AND TOOLS A' ANY LC<:;ATICfN C,HEI:7, / ., � . -_' L" 't )II— , I . r . . " I .11 r L I I . . I . I 2XI2 FR,41"47 PELD'F!F� 11-Y IN PLACE W'T�4 , I I � -_ - r I � ­ � r I , L I I I . I I ­ . � I � IX'AX24" STAKES AT 50TI-4 SICE5 NOT MOtRE . r I I I I TAMPED L 1 I I . 1 2" Y 2" WOOD STAK57SL I - L ,, SI-15JECT 70 F N'=-. L I r � I . trIt:,41ES160 - I . EARTH I \ A C TO - . . I � I � I . I 1, . I r 19", A/., ..41- -- . TTACH FA9R;, I I . THAN[ ro' O.C. FOR FULL PE!;�!� I`I-TER . 11 11 - , . I STAKE '�,'TH k4;N!V,0q . / , . L I ' I , � r � r e ,,I(, VI .. I � I . . . r _CU!R=D C-O!L EROS!CN AND STOCZ11-1 WATER FOLLUTICN, PRE'VENTICN Lr 4 I L ',, True. -1 .1 I I . - Ir . I O. RE - - - I . r � I ". \ . I C)r 4 I- X 112- X I r . L I � 11 . I . . I � � . � � . I . I . � 11 . -q- 4: Il I . . I l"-1EAS`_;;:Z'_rS 6414LL e=_ AS F:0LLC1.l,l1 F L ... I � � I . I I L L . � - , . . � I , .. , ; I " I I r 1111C- STAPLTS I I .r I � I I � I r � I mt I .L � . ­ I L . I 10 II -1!L vISOU5EN LINER U.-ITL4 � � 0 .. , . . . . � . I . I . . . . I - I L I . I , I . . � . , - 0 v .,. 1 . I - � . . I I - ' ED 12" 4 SEA!= � to 11 L r I 14. PF:,::�\/IDE '�30 LF. OF F'-_-_R-ROLL eEDI?-,EN1T CONTROL AT LCCATIONS . EDGES LA'�!'=_r - .1 .,- . . r I . . . � r -1 I ,. I I . . . ) -1 I , �_ p, I I . r L . . I I I � . I I I IV . i I I .1 I r N4 ,4C 1 1 .- I . � I . �11 - (C _a A p��_ 6= _ ) _ r . i - I . I r ;0 I " , . SILT. FENCE SECTION � . . I I r I I I 61-40U,' ON PANS. z1 -ANS. C -EE r,ETA?'_ C/C'2. I � - 5- r I . . 7 . . � � - � I � p 1 7 � . . . � . . , � _.r el'o,M11 . r I . 0 . _ is L . I - - . r I , L .- . 15. PF�,,­,/IDE: TE:r,�PCI*,-'F�Y C0NCl`P,'_-_TE W4C-t­­O`,j'r AF.SA, E-== DETAt-15 A A 11, . I I I I . . . . ­ . . r", ­ . j. ­­ "I ­­_.: i L _­ ' . I I . �11�_ �11_1� %iC,�' I I C 4 E �- c, W!" - F , - I . - ­ -- - . 4 1 1 ., . B 'C2. (C 4 S , . .- ; ; : r j I , I I - " _ 0;�- CI . r I - I r ; j � -r--.- . � !---- - L. - �. � , . I -I , '' r. - . I I - . L . . . I 1 ' � .- - _ ­­.: � 11 L � . ­ •1 - END - STAKE — TOP -VIEW I L L I � � ,--,r- , : � . r � . ­ . . � � , r I I I ._1 I . , , � � . . r ' _'___ � l-- , �__­._ ___,._r ,, , I I . - ' I � �.___ I ", ____.-., I ­­ - � . I- -, r . L EXIT FOR THIS F��-OJEC7. . C. r;;Z:n'/ I n. E L 6- -'p ""' Vr-: L C0"`fS-TFZ-u1C7;CN ENTRANCE/EXIT . � . I I , I I . -' -TAL '. -a' E��` I . I I . f . , I . , � . � I � L � :, . -- " ­ � � ­ - - ­ .. 1 ! I—— i . � . I I I I . . . r . L I . FAE'c�!C TO FOLD APOtJ1I0 STAKES C��E FULL ruR�N,IIIi, sEcuRf- I S I: E: DE F:,'C, (CAS irn TC -U) . I . : I . I L, -, ! , , ­ __ I ; I ­­'­ - I I , -, I � . x/26/20!0 1. . � I I - FAPI�!C TO STAKE thl-,H 4 S7AP,_I:S I I . . � I I I . . j - µ I I I L L . . I r - I I r . ;, . I, 'L . , \".,-,_�A""`� - - .0'111.,N� , � I , - 1 117 . . �. I 1 71 � � , , - � I , , \ 1. i _9­11�� � � I , I t � I � I � I , I I � I - I , I I , " ",* 11 I I -I -1 .I. 1�11'1_1/1 " /.'' I I . , I I I , � � I I , , - i � L �, �, 6.1 116i / - , � < 7" I` . � - ­ -..--� L � � � I . I I � I - _: I �- . . . � L, L- j'r. , ­­­ -_ 11- I I -R'1; P'41N INET F-F�-CTFCINONI US!Nn S!' T F�_�ICE. . E;T;= . I I I I I . v=E S'l*, � -_ . D, - PRO, 1� L . � � I - r . L DET411_6 r.�/C'd AND F/,--'6. (C4S-aA 5f"iFS eE-;C 4 C -E-1). L � I I I 0""""' ' � 1. . SHEET L . . - I r . I I . . #*% . I � I . ­ ... . .... ­ � - ' ­_'� " '­ � - ­ ­­ " ' " --L ". ­., � � � ­­ � . . .... ­,­,-­_-­­ ­­­­­ ... � ­­ - I— -,. -t, i-- I- ..- . I I I I � 0�_,=. r �. . . . I � . � I . . . I .1 . I I I .. L I %WO,T,- I laslill 11 I I . . . I . . zp� I I � . . ; I I I I I �, . 7 ­ ��".;- . � . L I . . . . 1. I 1. . I L- � I .- L L - . . " I L L . I . I I.. I I . . I 0 1 . I I . I I L r I , I . I � � L . . I � . I . I . I . - . I I . � I r - . I . � — -L -, ---. ' ' , ' - ___ __ - . -- - - __ - - ' ____ � - . - - __ - -- --- ­­_ I __­ I � _____ -NFRF�---j-TR"""-"-"W?M , I I __­___­__­______ __: L1LI­­-- L - i CIA Iell I,_el I I I I i . � -�� r EUTLERIB 11 STEEL'WALL FANELIN5. �'i•.e. W�'+ bv.w' ll•w /�\ 1 A���"a,i .. O.. r S'�, O, f �: 1 • � i . r n 1�'°'i'�IT°.� LISTED N. CDC TAM L�� ., Oi.t;l l) Q"�D i 041 TOTAL r 1 r i n t I i c � i 'i.t 2 , 30 ) .�-!A I LL ... ATO � N i3 a �` D TN ti�lC.. i i L© 1` I ^•4 i r r Ii ' !R' -CST fNTC"ATICNA` SYIiE_CrGF ACC e a_I tTY SIGN (1�7 E ON , IsLUE BAr_Krsv,0JND) CONrOc 1lNG TO C?C «CTIC^S 15-103.1.2 I_ e0l&4 _ 5'aALL EE FOSTER AT 60" Ar-OVE T=AE IUALK:NG St,iV,57ACE. \ PC ST EkSNe C S't AFF. W! 2" RED LETTERS ON WHITE BUTLER'S I} STEEL WALL FANELfNS. CCLCZ 'COOL EIrcCH WHITE' BACKr'?OJNG S f ATING "AREA ABOVE TS NOT TO Fc F �,. ,.,.. USED FCR STOIR—ASE OR 4NY C -HER, USE". r DOCF TU 01"' NA 'r.AL--V1TILATION 1_ BUTLER f'F2�'Fly1St1ED STEEL ,' F CiXit ! ' ENCLCSEL, SPACES ARE P!tiOVIr r - , G 1 ,� ;SEC WITH VrNI I� ' ON AS _ , , as± I H t�ATLRAL� Q 1 RECU!R_D aY CSC SECTION ION 1203.4.1. AND C,I„C 9EC I ICN d0" GAALE TRItl. COLCR - ALL PxIT coo�S SHALL nE CPENA®+ e R .,� NSTiGE 1 F f.'ri T' 1 i "COOL Ea'F_GH W�417E" i:J'THOUT T;4E USF aG A KEY aI`'ECIAL KNOtiP EDGE C>F C Fca1cT. \ (, ENCLOSED AREA EA, UNIT I209.4 9F. .. : 11i IN 12" ti. Sti I ,i �� �\� 1 CO•CR !CAV='WA9:' SuG? ALL C,iFCc'1 TO CBC SI~'CTI0v rOCAf? ''{ \\\�� \ \ X1 AND LRE h"O4�iTED £TU EEEN 3d" " A �4£O'✓E THE FINra;Ea REQUIRED CPENABLE AREA XSr- ............ EA : O.Cd 1,20?d SF. = d^G.d c <1i FLCCR. COCK HARDWA,R.c auALL EE °•'*t::1LE*ECR?, LE'vER i THc=3HO�D �1 TYFE HAF'.^lUA!F= CONrCF ;'NG TO CnC 11n -4x4:-1 AND NO" r r 1 PROVIfuEv CPENE" A,.,_E AF_r_ A: I TIGHT Ge2AS=INS, F'NCWNG OR %TIST:'Nrs GF THE 11 157 t 1 iSIGN r 1 EA v .2 X Id * 168 S.F.(P.U. DCCR) s TACTILE EXIT T \ �� O O ERAt 4 11= a 3 X 7 1(I -IAN Z2 r 2 S.F.SF. t N DOG Si i r y c c. a z ac,e p e= ,�.. �, T ra IOTA 1Q .,.. R 4iJILDiNG INTER!04 3 ,THE ,..EVC . C LE ..R AG JA .:G LATCHES CR LO=K„ „HALL BE L .. OV1✓�.. 4 � I c;:R�EG u,IT� A �:: ,U�r� UIITH'tV c- r�E DaQR To p�=~�vENr - 1 i u. THS cG� a c1 E � CAT .'�l C r 1 _ C' 071=?'�l r F' Cs E _ 9 r , ; - f . ;+ i t °. �t ,.rte_ ... ..r,r.• _ ... _. -• —. ._. _. __ .. . _ . _ .._ -.... ._.._ -_ .._ _ 1 - f 1 R5 uG' A i I � r ; - _, . � + , I I r i t f _ ii I `4. Tr!^-_-_EOT7Q'`1 Id" C� ^ALL COC S �L� HAVE A .."100 : H �� i 1 ^ _ u, ; i • 4 + t LN NTERi T.., LLCM! TH._ GOC. TO E_ OF'-, E : I'rJ, , A,.�c ; O A f EY A LJr4Er"CNAIR FOCTREST WITHa'S7 GATCWNCs R FEATI O C NG . t I i % N :, S T! �- 1+ / A A'AR..G<. GOtiDI I ' i . ' I"1TE!E'dATiONA_ 5Y"''Sr'L � Ori. CE.. l 1 ! j ACGEactg' ITY 9 d11 5. TNF MAx;T-J"' FFrCcZT FEOWr4'•D TO CF'EN DC CcS (CTuER T:•IAN FIRr GOOE4J c i:c_- NOT EX.EED 5 L68. _GGC T S! '0. SWALL I r} r, ' -� • � EY,I1 ..�.:'�•., 9 A_L �'_ tN9TAL;LED AT ALL Ext i DOCR'yAYB A5 ANSIN� A EE _ G SECT IC!! -O. IEE RF D PERMIT# • r •, 4L Ai0 _ _ CCC.. fir` 1' O,f � RECJ�!<C £Y C3 _ ICES SIG'`(3 SHL>LL A� ILY 6"CC-H HACcn 9'.i�ACE - ---�' vSfFLE FvC''r' ANY DI»ECT!CN Cr ECr=SS T.RA'�EL. BUTTE COUNTY DEVELOPMENT SERVICES -0 - - - ON !'1Ax "I A.C._ IN5--- --,V - -. - ,-- EVIEVI�ED FOR CC"SH MIAX! C4 .C. =E NOT _ ALL XI' D 3 SHA _ IF,ED THE l'' DE COMPLIANCE � fs A ,�L CC �' ! � !?UTLEf'B 11 STEEL WALL PANELIN''s. � a1 R �E E � �E f. '� ,- LL S3- Ip '�T � T . !"OUT ELEVATION MORF THAN Va" pEr FCD' SIDE W ACTT: E EXIT 5.INA.sE FOR G4,4:)E LEVE_ EXI,S 1� COLOR 'COOL =1PS,14 �JH1TE' wI7HOUT � Cn ETAI�G 4 r CONFC�"7!1� TO 2C13 CBC SECTION - .. . _ ......._..•..«•«. ..._._•a .• ` - U,DATEIC!Lt. S1 Vc sHA.. �e MONTED £c�_N ��„A� bG" AFF. _4LL _ DETAIL. �t� _ rel rA Cttits �C� C `t 7C II' _ IT _ _ CC - ,Ati ,. B^ IDFNT »IED AT tHE T EXLE4'!C'R .LNTNf AVD NTKI NAT G°dALf 9Y! IEOL OF ACCEaa+m.ILIT 61G"1 CCN=ac-"!r,I, TO ceo 5=crlc'v I>? -103.12l sIGNI suALL eE F'aP,TED ADJACENT"TC 714E DOOR AT 60" A£OVE THE WALK!N!s : „MGA 77 r...•.�.,.... . ; . " --«,. TITLE: �r,”!NtiTAL U-lA7t✓CJP'wOi D. Ai' YDL.:. -l�::3"0'1 V✓C, SHEET 'poll'AD:/�( ! fi.I It� �i VJ:, ursrr. " a•-.. -.—_-.._._ • N" 1 A OTE ' 4r <, • DATE , � •` - -- __•_—_--SSSS__.-.._.-----:SSSS__-__--_- ... _ ... , TE _ : • E '0 tl 1"omw b +wL�.an c� �. 1"I 1'1 C'Gr-f 1 Nr`A v<zCt I r � ia� G N.s f, D D RR' Y , V"f j t1 - • --' c'<. nAr-r—R tt ,, 1'.. .a xis ". F i'='. cILE' ,e.� r N (�iy. p t�w7.`p jam•.. �°w_ [/is , Il ��it RJ � ■ G ! �' • � o � k+.o � � � ., O 4.-' 4w '.: s O„'f tl ,.. _ �-r � s o:: $; ,a � Y. ' iq - � - - r•<• l � � ir/ li �' 1 � ,/+ � � t - rr/ • V �b x' tru .! • w�i � 1. � 'tri Os 1 t i•"?a �� .. 5 r • - _ r F or _. +A E V I L L C cC T. E`'� rt �^ CA- - t^„13 ��o:. .... Pf!0 r—i I IC 10. at �; -sa a r��. t� .� ,:_ , L ; . , . . • - tO GAL FLrCTR'C L"47ER " . .I I I '' I _ `C:ti FOR E4C� UNIT o„ I t H -AT f`1OUNTED AEOVE - �'-=- PC'ca ExNAuST 2 a r =, .. — •,2 `t-IOU'2 F c WdLL, SLE RR INTERIOR ELE VATICN'S E_', C'X `- . = CEIL!'�:Cs. SEE FIN VENTED t0 d__..__.._ _.._ - _ . - _ - _ ,- --- - - _ �I r -__---.- - ._:_ _- . - -_ _ ... _ --_- ..._ -_ _.._ -- - -._._._ _- - - / .----7:-.-,-1'----7---- �a1 I RCC- YPI�ALI 111. " 1 / ! j Fco I p f, _ - / g . I . .1. _ ,� , <J'�.. FIN18N .ttCl �3 KAY NOTi~:� . 1 . { i _ 1 _. .!� . \ - J ,(I I{ - /y- --- r -- t ¢ ^ 1 t.� � Y', _�_.___ �' . - ., - I r r w r'w i r i[ _ r � r L _ w-- _ r r — �. -. _ f _ w _ f r�_ _ h _ _ _ r _ — _ w _ _ _ _ _ _ r _ �° •_ V ! t .. L.. i 3� .. - �° I 3 i 1 0�� A: c'A!NT C-': Wilµ -SCATS S.G. ENA" �L ; j r r ► r. i� I N! I . oto d , o� �o i - ^r . _� 1 -� J ,: 3 •-. y.r' c a c u 1 1 _ � - I )c I I 7, _. - -4e �,. - . �� E. WA!� �OI TO B_ FSG ITIS LAM CF? 2 PART EPDXY . IN15-. 1 'I - I, j- -_,I . I 4 . t lr . Lam- _.�, o e G 4 - 1. I - .' � x . . C. 6 Ht.aW VINYL .COVE BAS_ EA.._ e= -AI, -ED AT FLOOR. . . � I t .1. l I I( - v \ rnl . , , i \,_; f \- - — i G C FF SEALEDr `� � • r �'-O" G w D. a... C! i ICF2EEN T FLOOR FINISH. MAY B_ A. FROVED H_ET VINYL OR CONCRE , E , 1 �1 CLF, --,I_ 00TH. HAED, N . hAGS,,i 1 e . .` v i G F BO' -" LS r_ c r �c n ac . ,. 1 • , . E. ALL W.G. „ TC WAVE ELCN -64TED B,.yLS AN::) E_ ECU.PPE- WITH O, FN FRO*tT SEATS. ; ; 1 i� 41.7 i2 , DOORS CFc ENrr'iANCE TO Rt GT ROO'`1S A9 REG•JIRED B` CEC G�rTIO�I 11B -21h.8. SIGNS ' t ' 5M I F. PROvIDE 6166- , AT SEC ; - 1 \;9) ' ' r WITH SECTION I!f3' -''03 AND E'E MCUNTED EE T:UE'EN 53" AND 60" ABOVE FF AT THE CENTERLINE .. . - z SHAD ^CCN CR"1 WI r l 1 i -1- I - - ---- -- , =�-� OF TW_ DOOR.. SIGN I5ACKGROUtiD COLOR SWALL CONTRAST DISTINrTIVELY WITH DCCR COLOR. N 1 H' . I �., �, - , , .1 I I iI t i FI. M,Ev 5 !?R V4" THICK WHITE TRIANSLE WITH 12" EDGES, VERTEX PO!NT!Ne- Uf'. • 1 1 NOTE 1 Q- I 1 -. I - I nl _ c2 L;pP„>~-6 Rcv _'12rr DIAMETER WWITE GiRCLE, I/4 ALL FIFE TO SLOPE t . . _. I 1 AT I!4 PE OR' FOOT. - - rQr n S .0 "� r C' r' n t' , +• n I/_ I 1L^C '`-' nat= - 3 1E2". ' S 1/2" i e.3 1/121 '1 3. UN!e,=x F:!z • 12 DtA,,mic ,, WW{T� CIR..LE, 1/4 4!CK WI I H 114 TW4!C< U.'WITE TRIANGLE 5U. ._RII ,P.., �D. I 1 I I . 1i I. 1"-h I/4N' l'_(, Iia" G: • REST ROnt'IS' SH4ALL HAVE THE INTERNATICNAL -SY1`^BCL CF ACCESSIBILITY INSTALLED CN THE WALL ' I 1 , 1 ADJACENT TO THE LATCH S!DE CP THE• DOOR. SYMnOL SHALL BE 6" IN HEICZ147 AND MOUNTED (Coll ABOVE I i 1 { , CccCR TICK Cc USAG-E FLOCK U'ITN VER.:rAL IP ROO! ; 1. 1..F, _ . �` - —. - j I ! I H. BRAILLE (TACTILE CHARACTERS) S!GN INp1CA, !NG ROOM USc SHALL BE MOUNTED CN THC WALL AT TWE L4?CW. j 1 1 f S'D,E OF THE CCCR. THE HICTWEST LINE OF EK'.A!LLE CHARACTERS SHALL BE BETWEEN'4L"' AND b0" A5OVE � j 1 I { CGREJCsATC� STcEL FINISHED FLCCR U11TH A CLEAR FLGCR SP�GE CF AT LEAST 1B" ?O THE 5(GE OF THE DOOR. t ; - 1.. . �,45ZTITION 1 �. ! i ' � I I . �;� 1 :� .° ,� ` A.DDITIG'M•AL F�,GILITIFv �., t 1H 4r, - 117--T -- t . . + • . - - t r "' i G_ v G G G e H , A A AN /C• . R _ .ANITAC F'G�S WAST R_C�. T LES D C. t� .r -cd i _. _ TG JE_ N E 1 D'S!=ENS!tvG OR D19cCSAL FIXTJRES At:E TO BE PROVIDED. AT LEAST CNE CF 1 I, i . _ EACH TYFE S -CALL EE LOCATED WITH ALL CPERA6LE PARTS, fNCLUDtN!s COIN t . SLOTS, 40" MINIMUM ABCVE FtNIaµED FLOOR t , 10 GAL EL EC T FC WATER ' . - t HEATER FCR EACH USS!' cu 2- ' JB F.R. W,4' L. NO s t "C'UNTEC AF,O ✓F 4 - FENETRATIC'N4 AL L0XE:) r SCE - 1 • , . CC:[, .Irr�.. ro, Q' £XN,4us- r I ! w F JN VENTED TO , r 1 • C.Q.A. TNROI-G -i 1 RCS=. TYPICAL A i \, 1�!!RF'0R %� 1 I I I \-j ` t (CM IOyAL) i II. ; --'-�1c-'_ d'� w i 1 — -- �' t ; _ ' _' _ _"r-�.". � I BOTTOr� I 1 i"� 5S ; i . . 4' r y I > =, c f 1 �--_ --- ---------_- _ — ----__ 3Cfc_ u. ECTiVE - _ — .- - __ _. 36 R GRAB EAR I s' -C° !1 _-=-.._-_.--- I _ j _ - j j �1. I . -�---?� cr o [✓ �'. _ DACE �'`- _.._ - - - - _ ! - I r `� �, d ') ty ,lc . - - - ! �r )r a ,�0 iw I a o I . of _ �� 1 tl ,lam Q y1 I Mp, .'�� X zxI It t Z Q1 (! Q' _ I ;¢ Z Qj I--- _ ��� C>=PT as!'i I i ?teA'�' �' ��**++����rraoa�a • N l i ,. e AT _.�._._.. G� T i v i � y- F .,..,._.,_ I /^ � T O c�, I I C . . I . = I i _,..... . _ , . - I , �, o, - �, o' /� 1 s D nl I . � � . . D , SI . --_ 'rc 1 i r a. \ I I I � I I � - ..a.-.�.� �.j 'I j { :- '�- � . � I . I I I � I ­ I . I . 4 1 � I Ii i - � . . - .. 7 MIN" _ - , ' I`1 i i i. C ����T�ol�i`- `TP D15P. MCUyTED . . - Lc J I I "�� I BELOW GN:ZAE BAR ,. I tom„ - �� �L��/AT(Oi�! �Z ---___ _ __ _ _ ------ _ __ -- __. _ ___ _ . _ . -- -.__ __.._ __ __. ____ I/2 . , 3 -_ , _. _ - -- - 1'-6 11A •' • > i, ! , M 1 Y \ 3/a"o comer -'=R FRC^�t 'TRAc ; I "m o -P C'"I TR49 - - i, 3!.4 � �`" . I 3 � 4� CR FR c� v .,F alroc, 'I I P ! :_R AT LAV CW SU �' I 1 PR R AT LAV C.J 1- , . . L N LA i . I LAV TO FLOOD. DRAIN. SEE . . Av f J I V I TO FLCOR CRA h. " E_ - I i, . GC,'r<% U�ATED STEEL G -'ice. CE!I INC j �� r � I � 7YP;CAL ( (- . ```' PANTED S.G.E. rl___ �--_ -� t 1 -t -;1 • 11 R T 1710'`( . A I t • I >` 1.� - I "I . I I. . L1GH?/FAN % i + 1 SWITCH ,� . J 1 .j FD r ° ! PETAR. ":)11 \ I . 13i .. ,.-, {{�} ------ ----- ----w r -r-- .... I . I . . I � � � ) � . 1. . . . I � I C. I � . ,� I . � If I - � � I I . . . BF.06- Cr ITT A', 5!, 1 : � . � I I . 0- .0 . t �� —. -0 . . . . . 0 . .. _ 4 � �I � FLEXIELE ,I . I .--- I }� o l � C _� 1 NNE TI \ - -----------,---__. _ . -- - _.-_ r - - --- -. -- . ,., • I (2 _ _. 1 • -- ; \-� . a 1 ��� COLD U.NATEF' SUt^=' Y R" -- - --- -- - -____ 1.}NSUt AT XFCSEC . . _ E E ' ;. ' ,� H.W. t ..AIN F!FIti!s � Rig ELE1r,aTiO3�1 +` . POI W4TER _ ___'� y�� ' ?-W4 F.R.Y - EXTERIOR • , dim. L�V�T�o� - r---- . . /� _ / 5 NC .. , • � �° •� �` ` a WALE �>,�. AES �'RAtN WA 'E P'P' ., �^' ! rI 11 --- -- __ M la , .�L T'- AMS VENT !PING - i P �1 . .1 '' i�1.l,t{''131�` FIXTtl, �6 t Il1�TC?"; USA,ea!: ,. al.?) �i. i �i • _ _ , —. 1 - . // , .`SER :!A' Y AVA!I ACLS " " .r "� .. 5 T n c t, i E AK F" , AI; . Rc_ _tet_ .'' . i Si,�'L'7ACv, ,!Ne -74' LEV 7 - V ", 7 MA't F, '' FFER'S / AL � . SF FC'.F1CA+lr+.tc , S•Tk•,4F r ----, A r car �_?L1 TC E_ �3id o COF��' , t, AFF'RO`✓!'D --Y CA 0.5, i. .j D!SCWA4GE FIF=E . i✓ . . YO CLEANOUT (F a FLCC2, W='HALL, G : TC GRADc) FIX%;: E . VTR VENT Tf••'-tJ, 1 F1- _ . t _ i • . . PER MIT # oto DEVELOPMENT SERVICES I �' I BUTTE COUNTY -REVIEWED �,,%-1- I CODE COPJlF'UANC . - —-!'-�[jy I � . � 1? " - - __. __...�.,-.. B _ I \ DAT-_ - ---- -- \ ( r I ' F.EG'D, I MA'NUFACTJR��F2 MCvEL ACCESSCP!E5 . 4'ATE!E USArE ------1---- __._' _.__ o,'LJ _._._----.--.-----=:i_,____-- 11 -I r ..._._=--- ._._.— I AXI'ELL --- � ' �r /� _— „— 1.2E E ,iC, JI:IG1-dT' 111" ELONIGATEC TOILET - CCM d" C, i-•• , I5 f_- C PLASTIC C G, 1,25 GAL/FLUS.4'. —N-FROGS?.SEAT �`� I A"'E!2'CAN LUCEhr WALL -HUNG DEL -TA E5C1-WFw:� r` "np : r O5 GFM - I ,, t 1� 1J - 5 a + , „r AN:�ARD T L�'�4 A.OrcY .- _ G t t N .W • .4ti^ ADA A T W. , .,:'dG�E .SLE C F ,...E s fc0 P51 R�6Oi2? AERATOR. SLOA�I - T - NI 4 ---„ TE"PEI?'^?G ,/4' -VE AND LAv G'JAF2D . r( � I, t . SII . Q 2 4 X X I EC'WL FcEGEtir'.Y WAU� 2.0 GP'"I C X F -F= S' CO, ARTMENT I MG,tNT FAJCET W/ 8" (CO PS1 1 �i �,+ . C . .K h R �G.. . .: r `�E�v!CE S•;!�,'!C I I r 1 G r I r CENTERS : t� .,�.I!� � . . I <1 I \I I I y I � I I ... � . I'll-, . . I I . .1 I I . \- . I A' �' 11 ..j .. I . . I I I I � I II \ I. . M1 _a . • } �/.t,�t rr✓-- EAI L v O LAV Ci) �, / j .. " GC C , D. tai -• u I ^ I • . 1, MiN \ CI \ . 11 Ir /FAN DISCHA ' E PIFE - �� �` -1. I Y "I I LAV ) - `! z F'..AT>=0 LE✓�� „��� GOLD WATER LIE c t ti I M \� � .- - IN t]rf�1. i I FD I = r I , ` ,� . . m I -y_. • �c) ? . o° . I y I ! GALVANIZED. �, / "r --,N '✓R^'1ER I A c 211 I c E SCR ACGE55 Pti E' T P. ,. (C) . !RCI Di, -WN N FA,z \ \ n_A , D �L I ` '*- -� I I I �.- _ r }t F;CLES IN CIL".' _: .- ,^ic �2AK�R FD ?n .... , (11 , � . � �el 1 11* Ir I , � ,j � 0 L'+ W N 1111"-° r .^ ' 0 01 . ;x I r C- c!s LA it L ._, � . � J C7 I I F. -. 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I 11 11 . . . 1. � I . . . - . - �._ _ _ ..b. - — __ ..' _ _ v _ . ..... -... _ . - I _ _ _ -_ _ _.�..._—._....•__..-_ u.._,..- - ti....._- . a_.u�...•a.._..u.0 _.,:.. .. . .._. .. .. -, -- _ . _ _ _____. _ 1.. . , . _ - . 11 ,. 11 � 1. . , . . . EXTER10711 WALL. , �.� `K . �� �, I� \STEEL 'C' EAvE STJT _ 1 . I �/ I 1. I I ", �E NOTE THIO ' , � EE1. . 1 BY .A R._ STE N� L FRA"ItE / . 1 . — �'�.ET N u E �' PURLINS ., a l euTLER _%N G! 3'025'.�� SrT,UDS s 24TO.G. 1THIGKN� AS NOTED \,I t O.G. EEY BUTLE, STRUT 6Y E3UTLER I' ON FLOC . PLAN) WITH W1; f 12 LAYS, .S 1/2 • _ - . TYF�E-X GW=_ EA.' 81pc arc N07 TAI$ SNE.'=T. I� 11 � I 311 FIEEEGL.AnS ELANKEt r. 1/2" UJOOD PANEL: DECK 1 I , } i I I L . ROOF iNS!JLATICN WITH VINYL (: A2 i /NAILED SD s �ll/6"/12" O.G. I . 1 I I ; , FACING. SEE NOTE EELCW. STANDARD Gir:T S ``. 1 f _ BY E3UTLER 1 iG 0 . > _ I I i I \ I 11 i I ; t FCST 'NO STORL �E S;G"1T I { r 1 I 1 , 1 ; 1 ; ,I > .o, �' + E`___- AT LCCATICNS SL40 /�t ON < { i ( l - t 11I tl i . G,e; I 5 i/2" FIBrF�C:LASS /' p• y 1 ' j ! f F_OC� , LAN: - I I J (R -1Q1 i�1auLArloti ; + , " 1 1 2X4 c }(c' OC, PART1TfCN i ! I ! 1 i I ST ANF (I • A2 # \ i 1 EEL PANEL I . 2X6 CLG FRA!• INIG. TYPICAL (1 I ` 1' i ! T Y f - . . a- R ; 1 ! 1 :PARTITION. T {GA._ !I m 1 = BUTLEF'!B -11 P'i57FfNISvED -- _•� J� i S !E ! ' `1) 5 S!tDING O B O_G• \�f/2' "Cs1.!J I I i. 1; ;' I I I` T I1 l! STEEL OVER ; 1 -'BOTH' r f S,EEL FRA'`•IE l I y 1 I_ r S{DES, I+ i i BY BUTLER ;I r } �.=R A55 1 - . i; I �I I `�!I i� � . . � d Qi`�,, ( 1 ��II I. I I - i _ . I' S 1 I �. t t I - f , } . W i -', I } . I C-1 ', to-� I9:. ,;i • 11 1, !_ . (F__!3)i + , -3 CONG. ,ET_ 51 AE', M .2x.4 P.T.PTPATE tl 0.14 4 X 3 ' I- . INSULATION .' n 'F� a AI, . . r4 ir 18 C. . E.W. _i' - ' -.-- - _ . . .'.r ..I` i"% A� SN . i , (PIS 2 O.C. G _ - _ `n . / . I .� I ITYP,GAL. 1 01 I C'! L� _ . . t . }.: !�. --- 1 1, __ _ r - _ _ _ _ _ _ _ _ — -- -- -- -- — - - -- __ _ -- -- — _/ I . . � I I . I . I .. � 1. . I � - U _�r r 1 -- --1 ._ ' _- .-_ - Y� _�_ .___ - _I _ __ _ _. __ _ ,._. _w _. r __._ _ _ . ! _ _ i — 1 - -- —s - _ —i _ f' 1 - — - - i .. i I : ; - , - 1 t- . I a I i i j : l ba __ . i t ' I i _ F r --. - - - - - ," rt ll� . t ..I , ; - -- .... __ . , ____ , __._ - - a - , r - 1 A' - • w+. A, � } _ . ;���, M(L ViSaUEEN � # - INUI ATICN i3,�..la"� NOT-: r:1 _ V o ,� t"'' . - , ��C 1 1C0-4 E 1_ANKET INSULATICN BACKIN!3 SN�.LL HAVE A 2"t SAND' 1.�' �� SUBc_";zACE FPL-,!=,=, EG �-rr.•..-ssa,.. s. ..N __..•_.., :,:..• �42_ .A-s Fi-APSE SPREAD INDEX OF 25 CQ LESS AND - 11 eta PER SOILS c=F'OR7 !( RI -O \IiIl S�CKE CEvELCF`1ENT iNDEx C= 450 CR LESS, .. .j 0- I - . . ' . WN�?EN TESTED FER AS'i" E84 C` UL 123. y V . . - I . I � . . I I I � . . I I I . � I . I I . I I I I . I I I � . . - I � I I . : I 1, � ) , :�, 91 71 . -. - .tLu .� . 1., • 1. ±; : .."" ""+ . RCCFING W! ZN-AL eUTLER;B STEEL . , - ` .0-1 1. F!Nlew / FCOFIN!: W/ AL-ZN . J FIN;=H , `FIF:E SEAL CC4RJCGATION .. -,,, - -I..,,.- f, / OMENsNCzS WITH 3M F;R- . . •-� . • � � A BARRIER SEALANT IC 14511:5. .. I . I ( D;,2 N /G11 -- - - _ _ z_ V + •I ,2 G4S<P-T-D SID!NG OR /( CEILING JOIST r; a c S n, / EUTLER,B STEEL 2Y� I 2-+�•i�li 1, . F.r \ 1 �Z:Q,'r,; c 5,- ^._,1 !`,, \ ' n .0-r'� x p r�rlu. It C.C.f1. FINISH II Illi 1� I 1a C.C. I E --, _SIN d p't IP,TL� CR EXTE:rZiCl _ WALL. a T � � --�I . � OZ.S J , . _ I l; I 1 1 rr , -' � , Y i✓ -TYLE, . l� LOCATIONS) O.G. MY eU , LER FRA.. _ CY I SEE NOTE 7H15 + .,,; �, i3UTLEF z-PItR'_INs >�'=o"s i +;i'fi �.1 �•� Eti..w LL +b. . =.. -7 r E /� C.G. EY. EUTL" - it O.G. IBY ilI i1, 2 • ';C X f I/2" SCK:GW `, `✓ a _R •:� G.A9+CE ED SID,tir II!I 1 ti REW� 1 ! t I JTLE �a STEEL 5f�:"�G li a _! I L. `.ly �� SUTLER Iitil �'� G -IRT TC EACH STUD , i 4I '� . P G R` , -r"" r .-1 y�� � � � p 111-1 .:�l"llllllll`t BUTLER B� 11 S: cEL 11 =1 Ti" — Viz , -j1 i. rG Y. 1 1. t S_REW u / . - CLCSUR_ TRII`1 11 . , j 1, 24'' Fac=^FILL - C` C G. G -'R AS RZC'I I! / ,,; I 3•X 16GA CONTINUOUS i s1I! Ikl I T S K,E ,. 1 . . • --- • �. _ }';I I r'O X I I/2" -RAF N U S1rF �'''Ili 111; __ _ ._... _ ___. __ D pp ...... 1 - !;, 41 O 1 \ , S 11 C o T....,_ c�l.P,. U . it STANDARD G.R; S 5 .._ 11 TO TOP • T r 1 1, 11 rt~+- ATTACH s O X 1 1/2" 0 , '`II @ } T"; I c4 AL -Y •J � MC T { . " i {{ I \ ,1 i E E 1LE ('CELROY IM`r!� C�''E3" �;ryl f I TRACK rC It D.G. -SCREWS, EA STUD �Iil Ii! l , r I � `l 11 {�I mI ( .. r c _1 r- -"c ,1, I lif Ii,: II G R', EJT��R r T - "l -- , - - ,. STEEL PA!�F� CIv1�E�� i1 I� JTLEr G.R1 AT ..... r_ .• - r { 1. a , 362T1�O-43 !"i' I If 1'UTLErR!E 11 11. ij I I I BY 2XA CONT!NUCUS ; ;� 3 111 n . I z. a:n", c .2 GA, F Y =_O KS, + l i 1 I I GIRT i <�--il"4!C< 12 .. , ..TU,.S 6 24 O.C. - F" E ;• 1 1 I . n 1 NCI: ICUNN_R f c !c 1Er I f 1 NAlLSGa (TOTAL ?J �---� -�- ��' -H" AFF: TC 1GEMAtN d i 17•:c.n+ ��i 1 + FR-, iN . 111 1 ,'W I N._ .S A5 N... ED OP . Is i I T E c I IN N i s 1 " ' i J . i_ , is ;1 \ c ST. EL �;C,v.; i o I -�Vj -- - 0 1 \ I i' FLOCr PLANJ tJ!TH 111;TH ! i;i ij SAVE . TRJT EY laJ 1 SER. - - i1{'i {1 / j' } 2X TC . .-A 1 _ - F, . T, - ,�. „ 2 -LA. cR� I/2" TY'F�_X. C,.15 EA. • . ' t. r!' I ', I ;' i!i 1 pi I . �! i - T , 1 ,. jl II•! �_. ,_...`' ,, i Y 1, Y 1 I, !i -i' - '� Q f I . S, acc O cG f BUT 1 LER B i1 , _. - ,-- 1 LA I E ,S V2' T , FE X G if�3 E3.�TH II ' I1 . , jb _ . i r_c e rr .. .E-. h.7E ,H.S 9,-I_. T. i I ,/� t1, 1 l 11 a I v D F, ._ f �, �. _✓ : ^-, ,1G r n / t I ; -c ^t -S ac I �ki, - I r I r• �. F'. ._rIP., _"r+ dill; / a ,I, R Ivy-. . TEE 12 HR F.R. EX.TERiOE j Nn O'. EE INT _... _ -_ _ _ � _ ,., 1' 2 -LA ER.. !/� TYPE Y. G.�� f'0TH r � , STEEL S,D 3 A, C lI O t ^CF i 2 SI^ n U STEEL S'D!!t- I'. t' i s cF� p WALL NOTE Hs=:. -CN , i \.62 ,�1 STU✓S � 24 O.G. Li. I.. .e� i ! „ ____ -- . IGS. 2 N.. F.R. EXTERIOR w; i .; , �.+. �' I O'✓E G1 c S - + ,_ i t i „ , _1" __. - _. ✓ 11 t (?i }!�'Q�iES. A.. NOTED CN 1•�1 �1 I I .i I.,AL NO, PEREO , . " 11 E N �i1,; �T 1111 3 - 1 :� it FLOOD -ANI II 4 j ENDI�A': L FRA-iz I _ - - 1 !.,,, �' ,#f � --i' � ,� L P':1 i � ll.i � F_ a C"I I i EY SUTLER "'I.0 ' A2 , l i; l I ar •-1 1 - �� I L` F, ca l I .,(i ('. 2x U..S � C. j b GC�CR_TE SLA., t'` r C) a � s t�C.C.I yy ` :.. ` .. •A 6 ' 1 1 - - a ( >£ +I I C r '.,',�, �* J� f ( " p... ; l - - 1 +3. 1.. - r'.yw 1 V. �"�.) I �1 I / \ It' O.C. �.... .rc253i S UDS 24 O.G. (TN.CKN_S� �lgs 1 /e'ct' i,, I 1 . r AS NO, ED ON F,_OCR PLANJ + i ,��.. rri . .I . . z I I , _ NTS 6 Ii I i . () , I . a I < (I) _- - -- —, - — -.... -_ -.... _, ....., - ` ,. 1 f _ _ _..... _ _ _._. C h 1.I _ _ " G.! i _ o �. _.. L Q �'w " V • , . . - e", C'. I I b . b I . . � . � I , I I I I I I I � 0 , .. - 17. g.JrvrctlOc P:4oAr<D \..5G -RADE PR�PAR_D" s P -R S'"; n REP RT Fc - SC!L5 REF'C,F'T I o a f L - L.+ �?. aa. 4 1/8" t. ,:;- , i . Dr. i All. � AIL - . r; i c F I GA6LE . r•1 _ a. -11 ..,. :. _.-,R.; ...: ; 2� A �_TcD S'D,�,s OR I . .. LINGLE EY 1✓'UTLEE'iB STEEL . . 1146 -l' -Q" s V.+r" V.Qa %� �77 ROO: ,N_' „GRE„J5 ¢ 12 O.G. , - ROCa;NG W/ A'_-ZN E - A.�;% 1'''�:f EY BUTLER C3 LOCATIONS) BUTLER SUTLER' 11 . - � � ' . FINISH PREFiNISF-ED - . - " , , ,'I. STEEL-'DIN!s W/ . I 1 _ - -'; llti '{1 3£ 2513 i 5TUD9 s 24" D.G F . 'i r - ! . - -�- s. -r � I i! !, (TAN *,,Ncc ED I .. ,,.r� NC . - c, c.- e* �- - c -,.,lea -u 't i I ` . FLCOR FLAN)5. T C'V FREFIN . HSD TEEL `t'I' -t-, '" 2-LAYtRS I s" TYPE X C L?O 1 �I, SCA : h'GELF OY "r.rr A R'E' r. r Y .ICE . . E HR F:R c/,TEF?!pR? 1/C 1,, 1'-G,1 IE r - cAe ,_ ,�. I e: ------ -3 ": I F o x I ice' A 2 ;, I�{ S, _EL PANEL F.••R ITlOti E'JTLEF { ! 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I L - I I j- ­ ­ - __ ,_�W, I ­ - _­­ I I '!�. 'F:O;::�- 'LY 4 - - C THESE PLANS. L . I 11 - ' '�F . I i I & 0 . I r I 11 1 . FPINFO .� INiS*r'4A' BE WELDED ON awo NS. C &,P . I I ! �__:_ i - �_ L i - S U'N N . ____1 . •I . L I , � __ , ; 0 I.---. lk.��, . I . . � : 1 4 _-I . __; ' i I I m I L I r � - _�l ,_ __! ! I - - i ; -- � V . . 1 7 , . I I _� , � . . : ­ :-- j - --.-- � 4- . . . I - L . . ! I I _ - , � 1, , _ , - ' -W,4LL NOT EE ALL.CCED' . � , ..;/Ie - I I _­ - � , . i I I . . I D FE T /e �,, I L H I I � � . I ;- L' I -- , ­--­ 'I j- '' ; �__j . � . . . T4�;K LXLD!NG TO HOLD FC!:P ALIGN�IEN7 C I � ml " I—, , - --.-. z.-_ ; :_- __ I . . I , I I I - ­ -11 - � . � ; , i I . . I I , -C- APF,RCvED e`r Ti,EN51NEEF- F�',�D-41FAT ALL w", 4ND L4RSEI ; , E� . � -, .11 __.­ 1-11 ", . . . . L . . .- . , .- ..",-�1.1-��.i.�.,,__�,X�-.�-.��,�.T-'L-�- _­___,__­ I . I i ;--- '! ;- --- - - I ; . I UNLEC � , - 04 >' 544" 1 - I r . . . L L , L . I � , I � --7 -, . L7, ; - __: *-*' _� , �-.1- . 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I , - .0;?"!"-----" -�V, , I" -I �INL .5"" ""I , -- L � i SHEET : i , ; t L i I % , � ! I 11 ! I I I 11 � � cw-; I , I : � � : I � , , , OF V ELEGTRIGAL 5YM80L5 15 OR 20 AMP 125V DUPLEX RECEPTACLE ® +18' UNO 15 OR 20 AMP 125V DOUBLE DUPLEX RECEPTACLE ® +IS" UNO 15 OR 20 AMP 125V &FIG DUPLEX RECEPTACLE ® +18" UNO (b 15 OR 20AMP 125V SINGLE RECEPTACLE 0 +18' UNO �f SPECIAL OUTLET WITH TAIST LOCK RECEPTACLE. SEE PLANS FOR SPECIFICATION 5 51N6LE POLE TOGGLE SWITCH, ® +48' UNO 5M AATT STOPPER #PWIOOLA (51146LE LEVEL) 5AITCH. USE SINGLE 6AN6 RING. 5M AATT STOPPER #PA200LA (TAO LEVEL) SAITGH. USE SINGLE &ANG RING. 2 O .UNCTION BOX, 51ZE # TYPE A5 INDICATED OR REQUIRED NON-FUSED DISCONNECT SAITGH FUSED DISCONNECT SNITCH, SIZE PER UNIT LABEL ® PANELBOARD, MOUNTED AS NOTED ON PANEL SCHEDULE OT DISTRIBUTION TRANSFORMER, MOUNTING AS NOTED o TERMINAL CABINET, 51ZE AND TYPE AS NOTED AO FIXTURE TYPE 0 FLUORESCENT OR L.E.D. L16W FIXTURE - SURFACE OR PENDANT MOUNTED FL.UORE50ENT OR L.E.D. STRIP L16HT - SURFACE OR PENDANT MOUNTED T LIGHT FIXTURE - SURFACE MOUNTED L16HT FIXTURE - WALL MOUNTED ® EXIT LIGHT - CEILING OR HALL MOUNTED EMERE6ENCY/EXIT L16HT WITH BATTERY BACK UP 5IDE-MOUNT LAMP HEADS Q EXHAUST FAN OMECHANICAL EQUIPMENT PM16NATION / MOTOR – CONDUIT RUN CONGEALED BELOA FLOOR OR FINISHED GRADE �- CONDUIT CONGEALED IN HALL OR CEILING _ HOMERUN TO RESPECTIVE PANEL OR TERMINAL CABINET - UNDERGROUND HOMERUN TO RESPECTIVE PANEL OR TERMINAL CABINET - OVERHEAD DENOTES # OF AIRE5. NO MARKS = 2412,1/2' G; CURVED HATCH DENOTES GROUND AIRE. HIRE 51ZE INDICATED WEN OTHER THAN #12. eDETAIL OM16NATION: TOP NUMBER INDICATES DETAIL, BOTTOM LETTER/NUMBER INDICATES SHEET PG PHOTOCELL NL NIGHT L16HT - UNSAITGHED FIXTURE yqp WEATHERPROOF MT EMPTY CONDUIT WITH PULL5TRIN6 (E EXISTING NIE5 NOT IN ELECTRICAL SECTION OF THESE PLANS d SPECS UNO MLE55 NOTED OTHERWISE 5-22 STRUT --\ ATTACHED TO BUILDING PURLIN 50 D EZPAK M513 FLOOR PANEL SUPPORT NO SCALE TYPICAL Io0/2 100/2 PANELWARD 50HEDULE Io0/2 11/4"C 11/4"C PANEL UI THROUGH US 1 1/4"0 11/4"o 3-#2 120/240 V0LT5 1 3 W MOUNTING: ❑ FLUSH 3-#2 1-#8 NPE HOME LINE 100 AMP MAIN LUG5 0 SURFACE PANEL PANEL PANEL 1 PANEL 1 UI ❑ BRKR U3 U4 U5 BRANCH BREAKERS 16 ITEM AMP O UR LEFT PHASE LOADIN6 RI6HT PHASE LOADING GIP, AMP ITEM N mt* NO. A B A B NO- PAT* tn w o_ J LIGHTS, RECEPT. 20 1 1 324 2 SPACE WATER HEATER 20 1 5 1200 4301 4 20 1 RESTROOM LT5/RE0 SPACE � 5 6 SPACE 'I 8 V q 10 H I I 12 LZ a 324 1200 4301 LOAD = 10163 / 208 = 01.8A m c� 324 16301 X 1259 = II.8A TOTAL Scale 3"G (2-3/0 400A 1201240V IPH 3W MAIN SWITCHBOARD 50 D EZM 1400 F5 2-EZML112225 AND I-EZML111225 400/2 GROUND BUSS UFFER, METAL, GAS, WATER BOND AS REQUIRED PER NEC, 250-014 M) (M) (M) (M) (M Io0/2 Io0/2 100/2 I o0/2 Io0/2 11/4"C 11/4"C 11/4"C 1 1/4"0 11/4"o 3-#2 3-#2 3-#2 3-#2 3-#2 1-#8 1-#8 1-#8 1-#8 1-#8 PANEL PANEL PANEL PANEL 1 PANEL 1 UI U2 U3 U4 U5 ONE LINE DIAGRAM NO SCALE KEY NOTE5 I. LABEL FOR ARG -FLASH HAZARD WARNING IN COMPLIANCE WITH SEG. 11026 TO BE PROVIDED BY PANEL MANUFACTURER. PROVIDE PROVISION FOR POSTING MAXIMUM ARG -FAULT CURRENT AT SERVICE EQUIPMENT. 2. 5OURGE OF SUPPLY. ALL SWITCHBOARDS AND PANELBOARDS SUPPLIED BY A FEEDER IN OTHER THAN ONE OR TWO FAMILY DWELLINGS SHALL BE MARKED TO INDICATE THE DEVICE OR EQUIPMENT WHERE THE POWER SUPPLY ORIGINATES. L I &HT E I XTURE SCwHEDULE TYPE MANUFACTURER CATALOG NUMBER DESCRIPTION WATTS LUMENS MOUNTING A MAXLIGHT MLSEGI4LED50 W/ PHOTO CELL CONTROL L.E.D. WALLPACK 14 8010 SURFACE B MAXLIGHT LSU4806SU30DV5OMS L.E.D. WITH MOTION SENSOR 48 40123 SURFACE G DSL LAW4-35LW-EDU L.E.D. SURFACE WRAP 26 2500 SURFACE 0 W f— X W W LL O � I LOY "U5"-4 I I LJ (E) Pc P� ELECTRICAL SITE PLAN 50ALE: I" = 20'0" c R. F,R, EXTERIOR WAL N❑ PENETRATI❑NS OF F.R. MEMBRANES FOR ELECTRICAL SERVICES ARE PROPOSED FOR THIS PROJECT. WATER HEATER ABOVE RESTROOM CEILING, TYP. +42 +42 I I I I I L� 11U5" -I "U4" -I PANEL "U5"§ PANEL "U4" 5 L "U5"-.4 I I I I I LJ PANEL "U2"-4 III ! }�'-�IIE'�I•-3. III "UI" -4 < Z ELECTRICAL PLAN SCALE: 1e . o TYP V E PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED E DATE� =s% BY 20' #2 UFFER GROUND GROUNDING PER NEG 250 BUILDING STEEL 4 UFFER GROUND (NO GAS) 50 D EZ PAK SEE EI EI I 1 OVERHEAD SERV I GE 1 TO EXISTING POWER POLE 1 'SEE SITE PLAN, THIS SHEET 6 1 REVISIONS BY I�PLAN CHK #1 10/5/16 JNT Q2OWNER CHO 12/ I/I6 JNT QUTILITY CHG 3 12/12/16 JNT Z luo $ J� — H ig 16 V p W rn iON N V) V to u� 0] > u ro tn w o_ J J oUW Z ' d 0 Z � s ori V LU V H ;l LZ a Lu cn Q m c� Date 10/07/2016 Scale SHOWN Drawn AB/JNT Job Sheet EI Of Sheets STATE OF CALIFORNIA INDOOR LIGHTINGINDOOR ia STATE OF CALIFORNIA LIGHTING TITLE STATE OF CALIFORNIA INDOOR LIGHTING is CEC-NRCC-LTI-01-E Revised 08/15 CALIFORNIA ENERGY COMMISSION CEC-NRCC-LTI-01-E Revised 08/15 CALIFORNIA ENERGY COMMISSION CEC-NRCC-LTI-01-E Revised 08/15 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-01-E CERTIFICATE OF COMPLIANCE NRCC-LTI-01-E CERTIFICATE OF COMPLIANCE NRCC-LTI-01-E Indoor Lighting (Page 1 of 6) Indoor Lighting (Page 2 of 6) Indoor Lighting (Page 3 of 6) Project Name: Self -Storage Building for the Anderson Brothers Date Prepared: 8/2/2017 Project Name: Self -Storage Building for the Anderson Brothers Date Prepared: 8/2/2017 Project Name: Self -Storage Building for the Anderson Brothers Date Prepared: 8/2/2017 A. General Information For detailed instructions on the use of this and all Energy Efficiency Standards compliance documents, refer to the Nonresidential Manual published by the California Energy Commission. YES NO FORM TITLE ✓ NRCC-LTI-01-E Certificate of Compliance. All Pages required on plans for all submittals. Climate Zone: Conditioned Floor Area: 0 ✓ NRCC-LTI-03-E Indoor Lighting Power Allowance ✓ NRCC-LTI-04-E Tailored Method Worksheets 11 Unconditioned Floor Area: 6,000 D E F 1. NRCC-LTI-01-E, page 4 Building Type: El Nonresidential ❑ High -Rise Residential ❑ Hotel/Motel ❑ Schools ❑ Relocatable Public Schools ❑ Conditioned Spaces b Unconditioned Spaces Phase of Construction: A New Construction ❑ Addition ❑ Alteration Method of Compliance: A Complete Building ❑ Area Category ❑ Tailored Project Address: 13633 Anderson Brothers Drive 0 NRCC-LTI-02-E, page 2 d F E m 0 B. Lighting Compliance Documents (select yes for each document included) For detailed instructions on the use of this and all Energy Efficiency Standards compliance documents, refer to the Nonresidential Manual published by the California Energy Commission. YES NO FORM TITLE ✓ NRCC-LTI-01-E Certificate of Compliance. All Pages required on plans for all submittals. ✓ NRCC-LTI-02-E Lighting Controls, Certificate of Compliance, and PAF Calculation. All Pages required on plans for all submittals. ✓ NRCC-LTI-03-E Indoor Lighting Power Allowance ✓ NRCC-LTI-04-E Tailored Method Worksheets ✓ NRCC-LTI-05-E I Line Voltage Track Lighting Worksheets CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance August 2015 C. Summary of Allowed Lighting Power Conditioned and Unconditioned space Lighting must not be combined for compliance Indoor Lighting Power for Conditioned Spaces Indoor Lighting Power for Unconditioned Spaces Form/Title A Watts C IWatts ❑ Field Inspector Installed Lighting Installed Lighting NRCI-LTI-02-E - Must be submitted for a lighting control system, or for an Energy Management Control System (EMCS), ❑ Field Inspector D E F 1. NRCC-LTI-01-E, page 4 + 1 0 NRCC-LTI-01-E, page 4 + 895 2' PORTABLE ONLY FOR OFFICES + A 14w LED Wall Pack 14.0 NRCI-LTI-04-E - Must be submitted for two interlocked systems serving an auditorium, a convention center, a NRCC-LTI-OI-E, page 3 Other Entrance/Exit � conference room, a multipurpose room, or a theater to be recognized for compliance. Minus Lighting Control Credits ✓ NRCI-LTI-05-E - Must be submitted for a Power Adjustment Factor (PAF) to be recognized for compliance. Minus Lighting Control Credits Complete Luminaire Description 3' NRCC-LTI-02-E, page 2 = N X 0 NRCC-LTI-02-E, page 2 d F E m 0 c . ''E Adjusted Installed Lighting Power E ' J o ;, = Adjusted Installed Lighting Power ❑ Z — 4 row 1 plus row 2 minus row 3 �- a 0 row 1 minus row 3 = 895 B j48w LED 148.0 5. Complies ONLY if Installed <_ Allowed Complies ONLY if Installed <_ Allowed 6' Allowed Lighting Power 0 Allowed Lighting Power 3,600 ❑ A Conditioned NRCC-LTI-03-E, page 1 175 Unconditioned NRCC-LTI-03-E, page 1 ❑ ❑ D. Declaration of Required Installation Certificates Declare by selecting yes for all Installation Certificates that will be submitted. (Retain copies and verify forms are completed and signed.) YES NO Form/Title A ✓ C NRCI-LTI-01-E - Must be submitted for all buildings ❑ Field Inspector F ✓ NRCI-LTI-02-E - Must be submitted for a lighting control system, or for an Energy Management Control System (EMCS), ❑ Field Inspector D E F to be recognized for compliance. I 8 Name or Complete Luminaire Description Item Tag NRCI-LTI-03-E - Must be submitted for a line -voltage track lighting integral current limiter, or for a supplementary ❑Field Inspector a M `m T ;q W 1° n x 0 3 v ✓ overcurrent protection panel used to energize only line -voltage track lighting, to be recognized for compliance. d A 14w LED Wall Pack 14.0 NRCI-LTI-04-E - Must be submitted for two interlocked systems serving an auditorium, a convention center, a ❑Field Inspector Other Entrance/Exit � conference room, a multipurpose room, or a theater to be recognized for compliance. m _ Y n ✓ NRCI-LTI-05-E - Must be submitted for a Power Adjustment Factor (PAF) to be recognized for compliance. ❑ Field Inspector Complete Luminaire Description NRCI-LTI-06-E - Must be submitted for additional wattage installed in a video conferencing studio to be recognized for ❑ Field Inspector = N X ✓ compliance. d F E m E. Declaration of Required Certificates of Acceptance Declare by checking all of the Certificates of Acceptance that will be submitted. (Retain copies and verify forms are completed and signed.) YES NO Form/Title ✓ NRCA-LTI-02-A - Must be submitted for occupancy sensors and automatic time switch controls. ❑ Field Inspector ✓ NRCA-LTI-03-A - Must be submitted for automatic daylight controls. ❑ Field Inspector ✓ NRCA-LTI-04-A - Must be submitted for demand responsive lighting controls. ❑ Field Inspector A separate Lighting Schedule Must Be Filled Out for Conditioned and Unconditioned Spaces. Installed Lighting Power listed on this Lighting Schedule is only for: ❑ CONDITIONED SPACE ❑ UNCONDITIONED SPACE F. Indoor Lighting Schedule and Field Inspection Energy Checklist ❑ The actual indoor lighting power listed on this page and on the next page includes all installed permanent and planned portable lighting systems. ❑ When Complete Building Method is used for compliance, list each different type of luminaire on separate lines. ❑ When Area Category Method or Tailored Method is used for compliance, list each different type of luminaire by each different function area on separate lines ❑ Also include track lighting in schedule, and submit the track lighting compliance form (NRCC-LTI-05-E) when line -voltage track lighting is installed. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance August 2015 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance STATE OF CALIFORNIA STATE OF CALIFORNIA INDOOR LIGHTING isINDOOR LIGHTING CEC-NRCC-LTI-01-E Revised 08/15 CALIFORNIA ENERGY COMMISSION CEC-NRCC-LTI-01-E Revised 08/15 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-01-E CERTIFICATE OF COMPLIANCE NRCC-LTI-01-E Indoor Lighting (Page 5 of 6) Indoor Lighting (Page 6 of 6) Project Name: Self -Storage Building for the Anderson Brothers Date Prepared: 8/2/2017 Project Name: Self -Storage Building for the Anderson Brothers TDate Prepared: 8/2/2017 A separate Lighting Schedule Must Be Filled Out for Conditioned and Unconditioned Spaces. Installed Lighting Power listed on this Lighting Schedule is only for: ❑ CONDITIONED SPACE m UNCONDITIONED SPACE H. INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST Luminaire Schedule Installed Watts Location Field Inspector A B C D E F G H C D E F How wattage was I 8 Name or Complete Luminaire Description Item Tag o .� n E How wattage was determined _ ° o v Q m `m A= z 'c o c W E $ ren E z a M `m T ;q W 1° n x 0 3 v Primary Function area in which these luminaires are m installed m determined d A 14w LED Wall Pack 14.0 ❑ 12 1 5 o Other Entrance/Exit ❑ ❑ m _ Y n Watts `o A Complete Luminaire Description w z S '� = N X o v luminaire d F E m (Le, 3 lamp fluorescent troffer, c . ''E o E0 E ' J o ;, = Primary Function area in which ❑ Z — F32T8, one dimmable electronic ballast) 3 �- a Z F 3 these luminaires are installed Pass Fail B j48w LED 148.0 ❑ p 15 720 Comp Bldg Com & Ind Storage ❑ ❑ C 35w LED Wrap 35.0 ❑ A 5 175 Comp Bldg Com & Ind Storage ❑ ❑ ❑ ❑ ❑ ❑ ❑ Luminaire ❑ ❑ COS) ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ INSTALLED WATTS PAGE TOTAL: 895 Enter sum total of all pages into ❑ ❑ NRCC-LTI-01-E; Page 2 ❑ ❑ CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance STATE OF CALIFORNIA OUTDOOR LIGHTING August 2015 CEC-NRCC-LTO-01-E (Revised 08/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTO-01-E Outdoor Lighting (Page 3 of 4) PmieotName: Self -Storage Building for the Anderson Brothers Date Prepared 8/2/2017 I. Outdoor Lighting Schedule and Field Inspection Energy Checklist Project Address: 13633 Anderson Brothers Drive Chico, CA 95973 Total Illuminated Hardscape Area 0 Phase of Construction: O New Construction ❑ Addition ❑ Alteration Outdoor Lighting Zone (OLZ) ❑ OLZ-1 0 OLZ-2 ❑ OLZ-3 ❑ OLZ-4 1 have confirmed with the AM which OLZ applies to this site. For default lighting zone designations, see Title 24 Part 6, §10-114 Luminaire Schedule Office Installed Portable Luminaire Watts Per Square Foot Installed Watts Office Location Location Cutoff Field Inspector A B C D E F G H I 8 Name or Complete Luminaire Description Item Tag o .� n E How wattage was determined _ ° o v Q m `m A= z 'c o c W E $ ren E z a M `m T ;q W 1° n x 0 3 v Primary Function area in which these luminaires are m installed m Installed d A 14w LED Wall Pack 14.0 ❑ 12 1 5 70 Other Entrance/Exit ❑ ❑ portable Watts enter ❑ ❑ o v luminaire ❑ ❑ zero; ❑ ❑ ❑ ❑ watts in m ° ❑ ❑ G05 x G07 ❑ ❑ Complete Luminaire Description ❑ ❑ this office w ❑ ❑ luminaires are installed ❑ ❑ (i.e., LED, under cabinet, furniture mounted Watts per ❑ ❑ o (G04 / ❑ ❑ ❑ ❑ Luminaire ❑ ❑ COS) ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 01-E; Page 1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1❑ INSTALLED WATTS PAGE TOTAL: 70 Enter sum total of all pages (Sum Total INSTALLED Outdoor lighting wattage) into NRCC-LTO-OI-E; Page 1 70 CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Donna Wallace p(-Ij.J�.r- Documentation Author signature: 11 • /, J" ���� company: Signature Date: Donna Wallace 8/2/2017 Address: CEA Certification Identification (if applicable): 399 E. 9th Avenue 4997: EnergyPro User Number City/State/Zip: Phone: Chico, CA 95926 530-893-4982 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Compliance is true and correct. 2. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). 3. The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. r S. I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permitf th s) issued o e building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: Andy Wood Responsible Designer Signature: Company : North Valley Building Systems Date Signed: Address: #30 Seville Court License: City/state/zip: Chico, CA 95928 Phone: 530-345-7296 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance STATE OF CALIFORNIA OUTDOOR LIGHTING August 2015 r TD CEC-NRCC-LTO-01-E (Revised 08/15) CALIFORNIA ENERGY coMMI5510N CERTIFICATE OF COMPLIANCE NRCC-LTO-01-E [Outdoor (Page 4 of 4) Pr";ect Name: Selff-Storage Building for the Anderson Brothers T Date Prepared: 8/2/2017 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Donna Wallace Documentation Author signature: Company: Donna Wallace Signature Date: 8/2/2017 Address: 399 E. 9th AvenueCEA Certification Identification (if applicable): 4997: EnergyPro User # City/State/Zip: Chico, CA 95926 Pho"e:530-893-4982 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Compliance is true and correct. 2. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). 3. The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. S. I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: Andy Wood Responsible Designer Signature: Company: North Valley Building Systems Date Signed: Address' #30 Seville Court License: City/State/Zip: Chico, CA 95928 Phone: 530-345-7296 August 2015 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance August 2015 STATE OF CALIFORNIA OUTDOOR LIGHTING M' CEC-NRCC-LTO-01-E Revised 08/15 CALIFORNIA ENERGY COMMISSION --- CERTIFICATE OF COMPLIANCE NRCC-LTO-01-E Outdoor Lighting (Page 1 of 4) Pruier, wme Self -Storage Building for the Anderson Brothers oaa vrewree: 8/2/2017 A. General Information Project Address: 13633 Anderson Brothers Drive Chico, CA 95973 Total Illuminated Hardscape Area 0 Phase of Construction: O New Construction ❑ Addition ❑ Alteration Outdoor Lighting Zone (OLZ) ❑ OLZ-1 0 OLZ-2 ❑ OLZ-3 ❑ OLZ-4 1 have confirmed with the AM which OLZ applies to this site. For default lighting zone designations, see Title 24 Part 6, §10-114 B. Lighting Compliance Documents (check box for each document included) For detailed instructions on the use of this and all Energy Efficiency Standards compliance documents, refer to the Nonresidential Manual published by the California Energy Commission. 13 NRCC-LTO-01-E Certificate of Compliance ❑ NRCC-LTO-02-E Outdoor Lighting Controls Certificate of Compliance ❑ NRCC-LTO-03-E Outdoor Lighting Power Allowance Certificate of Compliance C. Summary of Allowed Outdoor Lighting Power Watts 1. Sum Total ALLOWED Outdoor Lighting Wattage from NRCC-LTO-03-E, page 1 = 70 Complies ONLY if Installed 5 Allowed 2. Sum Total INSTALLED Outdoor lighting Wattage from NRCC-LTO-01-E, page 3 70 D. Declaration of Required Installation Certificates Declare by checking all Installation Certificates that will be submitted. (Retain copies and verify forms are completed and signed.) ❑ NRCI-LTO-01-E - Must be submitted for all buildings ❑ Field Inspector d NRCI-LTO-02-E - Must be submitted for a lighting control system, or for an Energy Management Control ❑ Field Inspector System (EMCS), to be recognized for compliance. Office Installed Portable Luminaire Watts Per Square Foot E. Declaration of Required Certificates of Acceptance Declare by checking all of the Certificates of Acceptance that will be submitted. (Retain copies and verify forms are completed and signed.) 0 NRCA-LTO-02-A - Must be submitted for outdoor lighting controls. 10 Field Inspector F. Schedule of luminaires exempt from the outdoor lighting power requirements in §140.7 Name or Symbol Description of exempt luminaire in accordance with the exemptions STATE OF CALIFORNIA INDOOR LIGHTING CEC-NRCC-LTI-01-E Revised 08/15 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-01-E Indoor Lighting (Page 4 of 6) ProjectName: Self -Storage Building for the Anderson Brothers Date Prepared: 8/2/2017 G. Installed Portable Luminaires in Offices - Exception to Section 140.6(a) ❑ This section shall be filled out ONLY for portable luminaires in offices (As defined in §100.1). All other planned portable luminaires shall be documented on next page of this compliance form. ❑ This section is used to determine if greater than 0.3 watts of portable lighting is planned for any office ❑ Fill out a separate line for each different office. Small offices that are typical (having the same general and portable lighting) may be grouped together. This allowance shall not be traded between offices having different lighting systems. Office Portable Luminaire Schedule Office Installed Portable Luminaire Watts Per Square Foot W Office Location Field Inspector 1 2 3 4 5 1 6 7 8 9 10 ca N Installed If F:5 0.3, portable Watts enter o v luminaire v per zero; Identi Office area in fy c watts in m ° square G05 x G07 which these portable Pass Fail Complete Luminaire Description Z this office w foot if G06 > luminaires are installed (i.e., LED, under cabinet, furniture mounted Watts per (G02 x o (G04 / 0.3, direct/indirect) Luminaire G03) COS) (G06-0.3) ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Enter sum total of all pages into NRCC-LTI- Total installed portable luminaire watts that are greater than 0.3 watts per square foot per office: 01-E; Page 1 August 2015 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance STATE OF CALIFORNIA OUTDOOR LIGHTING is CEC-NRCC-LTO-01-E Revised 08/15 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTO-01-E Outdoor Lighting (Page 2 of 4) PrWett Name: Self -Storage Building for the Anderson Brothers 8/2/2017 G. Schedule of luminaires exempt from the cutoff requirements in §330.2(b) Name or Symbol Description of exempt luminaire in accordance with the exemptions H. Schedule of luminaires exempt from the outdoor lighting control requirements in §330.2(c) Name or Symbol Description of exempt luminaire in accordance with the exemptions CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance August 2015 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance August 2015 PERMIT # BUTTE COUNTY DEVELOP OREVIEWED FR SERvicEs CODE COMPLIANCE DATE BY August 2015 >1 IVVVIE/I U 1 � O W U SHEET >1 n, - v �- c� W ca N >1 IVVVIE/I � O W IL SHEET EN- I COMMERCIAL BUILDING PARKING PREPARED FOR: DAVID R. ANDERSON ANDERSON PROPERTIES 5584 LITTLE GRAND CANYON DRIVE PARADISE, CA 95969 (530) 894-5432 COMM RCIA BUI DING PARKING P AN SIGN OFF: REVISIONS: PLOT DATE: 12/03/16 PREPARED BY: L & C LANDSCAPE, INC. �� z MALSON LANDING ROAD F- 40 SEVILLE COURT - SUITE 110 '•� Lj z N L, CHICO, CA 95928DSCAP DOCUM— NTS PACK E'� o 0 NM to 1� ( co cd 530) 342-30820) AN AG W LIC. NO 915255 W J o 0 coZ U w U M � U LANDSCAPE IMPROV MENTSU v n 06 z Reviewed By: County Plan Check Assignee Approved By: Planning Department County of Butte, California Date: SC LANDSCAPI TOTAL PARKING LOT AREA = 51815 SF TOTAL PKG.LOT LANDSCAPE AREA = 21792 SF PERCENTAGE LANDSCAPE AREA TO PARKING = 48.0% TOTAL LOT SIZE AREA= 201101 SF TOTAL LANDSCAPE AREA = 3,450 SF PERCENTAGE LANDSCAPE AREA TO LOT SIZE = 17.2% VICINITY IAP KM SHEET INDEX TITLE SHEET NO. COVER SHEET & INDEX L-0 LDP CHECKLIST LANDSCAPE IRRIGATION PLAN: L-1 IRRIGATION PLAN MAWA / ETWU WORKSHEET LANDSCAPE PLANTING PLAN: LANDSCAPE PLANTING PLAN L-2 PLANT LIST LANDSCAPE PLANTING DETAILS NOTES, DETAILS & SPECIFICATIONS L-3 GENERAL LANDSCAPE NOTES IRRIGATION DETAILS LANDSCAPE DOCUMENTATION PACKAGE (LDP) CHECKLIST (DESIGN) CHECK BOX DESCRIPTION BECK DESCRIPTION ® DATE: 10-17-2016 ® "1 AGREE TO COMPLY WITH THE REQUIREMENTS OF THE WATER EFFICIENT LANDSCAPE ORDINANCE AND SUBMIT A COMPLETE LANDSCAPE DOCUMENTATION PACKAGE." ® PROJECT APPLICANT: ANDERSON PROPERTIES ® PROJECT ADDRESS (INLUDING PARCEL NUMBER): AP# 047-270-030 13633 ANDERSON BROTHERS DRIVE, CHICO CA 95973 APPLICANT SIGNATURE DATE ® TOTAL LANDSCAPE AREA (IN SQUARE FEET): 3,450 SF ® WATER EFFICIENT LANDSCAPE WORKSHEET INCLUDING: 1) HYDROZONE INFORMATION ON PLANT LIST, SHEET L-2 U � ® PROJECT TYPE NEW1 = 2) WATER BUDGET CALCULATIONS INCLUDING: L-1 U w= a. MAX APPLIED WATER ALLOWANCE (MAWA) b. ESTIMATED TOTAL WATER USE ETWU ® WATER SUPPLY TYPE AND NAME OF LOCAL WATER PURVEYOR: PRIVATE WELL ® CHECKLIST OF ALL DOCUMENTS IN THE LDP ® SOILS MANAGEMENT REPORT: CONTACT W. GILBERT ENGINEERING ® CONTACT INFORMATION FOR THE APPLICANT AND PROPERTY OWNER: ® LANDSCAPE DESIGN PLAN: SHEET L-2 Q APPLICANT (PROJECT OWNER): ANDERSON PROPERTIES ® IRRIGATION DESIGN PLAN: SHEET L-1 ® GRADING DESIGN PLAN: SEE PLANS BY W. GILBERT ENGINEERING PROPERTY OWNER: ANDERSON PROPERTIES Q bUA �P 9� Inc 0 I— X () W J 0 �e Z U � W = W U w= N 0 J � W � W Q 2 (n W w W j Q SHEET TITLE: DATE: DECMBER 2016 DRAWN: BB/TK SCALE: AS SHOWN 0 M 0 0 N ti O I) W j Q u7 W W 0 O 1— Lmu IY— Q Of 0 _mm W Z ZM O0) CL Q rn U Ir o Q Q W Z v Q Q z J Q � U PROJECT: DATE: DECMBER 2016 DRAWN: BB/TK SCALE: AS SHOWN IRRIGATION EQUIPMENT & MATERIALS LEGEND SYMBOL DESCRIPTION MFG MODEL NO. NOZZLE GPM @ 30 PSI REMARKS 2 STATION NUMBER 1" RCV SIZE 5.6 GPM per zone ® QUICK COUPLER VALVE (QCV) RAIN BIRD 44LRC - 1" INSTALL PER DETAIL ON SHEET L-3 ® REMOTE CONTROL VALVE (RCV) HUNTER ICV -101-G - 1" INSTALL PER DETAIL ON SHEET L-3 B ISOLATION BALL VALVE NIBCO LINE SIZE - 1" INSTALL PER DETAIL ON SHEET L-3 © CONTROLLER WEATHERMATIC SL -1600 0.37 SURFACE MOUNT TO BLDG. WALL 1,277 �- N Q SEE DETAIL ON SHEET L-3 - — — — — — - IRRIGATION MAIN LINE APACHE SCH 40 PVC - 1" SOLVENT WELD JOINT LATERAL PIPING APACHE SCH 40 PVC - 3/4" SOLVENT WELD JOINT PVC TO DRIP DRIP TUBING CONNECTIONS (REF. MATERIALS LEGEND) • RETRO ADAPTER PVC TO DRIP CONNECTIONS \ 0 RETRO ADAPTER \ r \ — — DRIPPERLINE LANDSCAPE PRODUCTS 17 -MM EZ -ID - .9gph/12in DRIP TUBING w/ INTEGRAL EMITTERS \ — — PVC TO DRIP LINE CONNECTION LANDSCAPE PRODUCTS RETRO DRIP ADAPTER \ O ............•••••• CONTROL WIRE BUNDLE PAIGE OR EQ. 18/5 COPPER WIRE INSTALL BESIDE MAIN LINE; \ LOOP IN VALVE BOXES BACKFLOW PREVENTER 3/4" WILKINS 975 -XL INSTALL PER DETAIL ON SHEET L-3 \ WRAP w/ WEATHERPROOF BLANKET \ \ RCV\ WATER EFFICIENT LANDSCAPE WORKSHEET inspiration (ETo) = 51.7 Plant Factor (PF) Irrigation Method Irrigation Efficiency (IE) ETAF (PRE) Landscape Area (sq.ft.) ETAF x Area Estimated Total Water Use (ETWU) e Areas Z W J W 0.3 Drip 0.81 0.37 3,450 1,277 �- N Q 0- Q D 0� O O W N Totals 3,450 1,277 Areas V N rn Q C-6 W SHEET TITLE: 0 0 W Totals N/A N/A ETWU Total 40,917 Maximum Allowed Water Allowance (MAWA) 49,764 x (0.62) x (ETAF) x (LA)) (0.62) [ (ETAF x LA) + ((1-ETAF) x SLA)] ssidential; = 0.45 for non-residential PVC TO DRIP CONNECTIONS 0 RETRO ADAPTER 3/4" LATERAL LINE PARKING STALLS NOT SHOWN FOR CLARITY ISOLATION BALL QCV VALVE 2 1" . •. ♦ 5.6 \ ♦♦ 1" SCN 40 MAIN LINE WIRE BUNDLE (TYP) \ ♦♦ DRIP TUBING (REF. MATERIALS LEGEND) \. '`♦♦ \ �♦ 3/4" LATERAL LINE PVC TO DRIP \ CONNECTIONS — f RETRO ADAPTER LT. POLE REFERENCE SHEET L-3 FOR IRRIGATION DETAILS \0' DRIP TUBING (REF. MATERIALS LEGEND) CD z to 0 W C) n CONTROLLER (REF. MATERIALS LEGEND) / BACKFLOW UNIT (REF. MATERIALS LEGEND) i •\ \ I QCV \ 1�� SLEEVE 1" 504 IN LINE WIRE BUNDLE (nP) �•—.—.—.—.—._._•_ � / DRIP TUBING (REF. MATERIALS LEGEND) PVC TO DRIP PVC TO DRIP CONNECTIONS CONNECTIONS f RETRO ADAPTER P RETRO ADAPTER 11 SIGN OFF: 1 ■ono 1, & I ' PLOT DATE: 12/03/16' UO O Z_ U Z W J W Z WZ O_� �- N Q 0- Q D 0� O O W N V V N rn Q C-6 W SHEET TITLE: 0 0 W ! UO CO O o m W CL Z Q Z O) ch rn U U W U o U_ Z a � � U o U J _I U U) O 'IT 0 06 Z J i II PROJECT: II DATE: DECEMBER 2016 DRAWN: BB/TK SCALE: AS SHOWN 11 SHEET: 11 L-1 ! O Inc M Z W J W Z O_� �- O Q cD 0� D W ti >Q U)> Q O W SHEET TITLE: 0 II PROJECT: II DATE: DECEMBER 2016 DRAWN: BB/TK SCALE: AS SHOWN 11 SHEET: 11 L-1 ! O M O 0 ti N ti Z U)> O W W 0 o17 a -w. m o m W CL Z Q Z O) ch rn U W o LO a QW Q J Z Q Z a � � U o U II PROJECT: II DATE: DECEMBER 2016 DRAWN: BB/TK SCALE: AS SHOWN 11 SHEET: 11 L-1 ! 10 TREE SOI. / ROOT BALL O2 SUBGRIIDE - THIOROUGILY LOOSEN 10 A FULL r DEPTH O3 EXCAVATED SOL w/ ROCKS REMOVED AMENDED PER PIAN NOTES 40 REPLACED EXCAVATED SOL- RECOAPACTED 1C 95X R/b O DEPTH AS REQUIRED 70 PLACE TROP OF TREE SOL / ROOT BALL Y ABOVE BASIN GRADE (MIK Ir) TREE O7 M GRAM (20-10-5) FERTILIZER TABLET. REF: PLAN FERTILIZER TABLET SCHEDULE O BARE( MULCH (2' DEEP LAYER) REF. SPECFICAMONS O Y DIA. x e MATD LOOOEPOIE TREE STAKE (INSTALL PLUMB & N N -S ORIENTATION) 10 WATER RETENTION BASIN 11 CINCH TINES 12 GALV. ROOFING NAM. 13 ROUGHEN EXCAVATON SOB TYPICAL ON-SITE TREE PLANTING DETAIL NTS 10 SM MROOT BALL SET 1/Y' ABOVE FLASH BASIN GRADE O2 ZxSCIIIA OT BALL DIAMETER O3 DELM O4 3x90M ACOT BALL DIAMETER ®DELETO O SUBGRADE-11HOROUGHLY LOOSEN SOL TO A FULL 4' DEPTH 70 REPLACED EXCAVATED SON.- R£CdPACTED (LIN. 47 O BACKFILL, SOI. EXCAVATED SOL W/ ROCKS REMOVED & AMENDED PER PLAN NOTES O 21 GRIM (20-10-6) FERTNJD:R TABLETS. REF. PLAN FERTILIZER TABLET SCHEDULE 10 MULCH 11 WAIERNG BASIN BLAH. ROAM PRIOR M APPLICATION OF PRE -EMERGENT HERBICIDE AND MULCH TYP. SHRUB, PERENNIAL, VINE, GC PLNT'G DETAIL (ALL CONTAINER SIZES) NTS 1/T1 6/ SIGN OFF: REVISIONS: PLOT DATE: 12/03/16 U0 PLANT LIST O (0/56 U U ' O HYDROZONE Z F- O KEY BOTANICAL/ COMMON NAME QUANT. SIZE REMARKS o ce) Lo U TREES W 03 w O It0 T1 ARBUTUS x'MARINA' 5 15 GAL 10'H - 6'W L 6113 0 H STRAWBERRY TREE Lu0m 0 MULTI o U I T2 LAGERSTROEMIA INDICA'DYNAMITE' 4 15 GAL 12'H X 8'W L 0 Q ._i W z Q 0 U U RED CRAPE MYRTLE 06 MULTI , J T3 PISTACIA CHINENSE 6 15 GAL 40'H X 30'W t L 1/T1 CHINESE PISTACHE STANDARD ' SHRUBS S1 CALLISTEMON V. 'LITTLE JOHN' 6 5 GAL 2'-3'H EQ. SPREAD L DWARF BOTTLEBRUSH S2 NANDINA x'MOON BAY' 4 5 GAL 3'H - EQ. SPREAD L 6/5 HEAVENLY BAMBOO 4 S3 NERIUM OLEANDER'PETITE RED' 10 5 GAL 6'-8'H EQ. SPREAD L 6/57 OLEANDER I S4 PHORMIUN TENAX'RAINBOW CHIEF' 1 5 GAL 5'H - EQ. SPREAD L 10/53 O NEW ZEALAND FLAX • o o e o e o e o 0 S5 PUNICA GRANATUM 1 5 GAL 3'H - EQ. SPREAD L 1/T1 POMEGRANATE S6 RHAPHIOLEPIS UMBELLATA 27 5 GAL 4'-6'H - EQ. SPREAD L YEDDO HAWTHORN 3/56 S7 ROSA CALIFORNICA 16 1 GAL T-2' H - 3'-4'W L tllr� 1 3/51 3/5q 3/Sq 3/51 CALIFORNIA ROSE S8 SALVIA x'HOT LIPS' 6 1 GAL SH - EQ. SPREAD L SAGE 1154 S9 TEUCRIUM CHAMAEDRYS 6 1 GAL 3'H - EQ. SPREAD L GERMANDER PERENNIALS 3/P1 1 /T2 P1 DIETES VEGETA 3 1 GAL l' -2'H EQ. SPREAD L FORTNIGHT LILY REFERENCE SHEET L-3 FOR GENERAL NOTES SIGN OFF: REVISIONS: PLOT DATE: 12/03/16 U0 O Z U M O W Z F- O ti O N o ce) Lo U W 03 w O It0 U) z W W --! U co O W 2 w 0 H LU Lu0m 0 o U Z 0 Z O) Lo J U of o Q 0 Q ._i W z Q 0 U U 06 z J Z W Q � J Q 0- 0 W Z 0 P: 06 z J Q_, J I— Z Q J ' I SHEET TITLE: I' 11 PROJECT: ' DATE: DECEMBER 2016 DRAWN: BB/TK SCALE: AS SHOWN O M O O ti N ti d' U) z W W >Q O W > W 2 w 0 H LU CL O m W Z 0 Z O) ch rn U of o Q 0 Q ._i W z Q Q U U 11 PROJECT: ' DATE: DECEMBER 2016 DRAWN: BB/TK SCALE: AS SHOWN GENERAL LANDSCAPE NOTES 1. GENERAL CONTRACTOR SHALL PROVIDE POINTS -OF -CONNECTION FOR IRRIGATION BACKFLOW UNIT (WATER) AND IRRIGATION CONTROLLER (ELECTRICAL). G/C SHALL ALSO PROVIDE SLEEVING UNDER THE CONCRETE DRIVEWAY APRON, ONE 4" PVC SLEEVE. 2. IRRIGATION PLAN IS DIAGRAMMATIC. ELEMENTS HAVE BEEN SHOWN IN HARDSCAPE AREAS FOR CLARITY ONLY. LOCATE IRRIG. ELEMENTS IN PLANTER AREAS AWAY FROM NEW TREES/SHRUBS AS IS POSSIBLE. LANDSCAPE CONTRACTOR SHALL INSTALL IRRIGATION MAIN LINE, REMOTE CONTROL VALVES (2), QUICK COUPLER VALVES (2), IRRIGATION CONTROLLER, AND DRIP IRRIGATION TUBING. ALL NEW TREES/SHRUBS WITHIN PROJECT AREA SHALL RECEIVE DRIP IRRIGATION. DRIP TUBING SHALL BE BURIED 3"-4" DEEP AND PINNED WHERE NECESSARY. B. LANDSCAPE CONTRACTOR SHALL AMEND THE PLANT BACKFILL SOIL w/ AN EQUAL PART 0-1/4" NITROLIZED MULCH MIXED EVENLY. 4• ALL LANDSCAPE PLANTING AREAS SHALL RECEIVE A 3" THICK LAYER OF "WALK-ON" FIR BARK MULCH, OVER AN APPLICATION OF PRE -EMERGENCE HERBICIDE. SECTION VIEW 12" 24" MIN. r w z 0 w SECTION VIEW PLAN VIEW NOTES: Ot FINISH GRADE. 02 SET TOP OF BOX ABOVE FINISH GRADE: 1" IN SOD, 2" IN PLANTER OR DECOMPOSED GRANITE. 03 QUICK COUPLING VALVE WITH LOCKING RUBBER COVER, RAINBIRD 44 -LRC OR APPROVED EQUAL. ® SET QUICK COUPLER 12" FROM EDGE OF PLANTING AREA. OS CURB, HEADER OR PAVING. ®PLASTIC VALVE BOX WITH QUICK COUPLER VALVE, CARSON 910 OR APPROVED EQUAL. 07 MANUFACTURED TRIPLE SWING JOINT, KBI SPIGOT X SOCKET, OR EQUAL. 08 SCHEDULE 40 PVC TEE (SXSXS). @ SCHEDULE 40 OR CLASS 315 PVC MAINLINE; 24" MINIMUM COVER. 100 PEA GRAVEL, 6" DEPTH. (31/4" GALVANIZED WIRE CLOTH PLACED ABOVE GRAVEL. Q PREPARED SUBGRADE. ©(3) COMMON BRICKS FOR SUPPORT, O4 NIPPLE, T.O.E. 1@' USE MINIMUM 3 WRAPS OF TEFLON TAPE AT EACH THREADED CONNECTION. CITY OF CHICO STANDARD PLAN DRAWN BY: GL DATE: 10/06 NO. CHECKED BY: DB SCALE: N NE QUICK COUPLING VALVE LS -10 APPROVED: -^—^ _ SECTION VIEW WEATHER ON WALL MOUNT CONTROLLER CONDUIT 115V A.C. POWER SUPPLY WIRES GROUND WARE SL1 600 CONDUIT 24V A.C. RAIN STAT WIRES (OPTIONAL) VALVE CONTROL WIRES — ONE PER VALVE COMMON NEUTRAL WARE SL1600 SERIES CONTROLLER W/SEWS NOT TO SCALE Q FINISH GRADE 0 SET TOP OF BOX ABOVE FINISH GRADE - ; IN SOD 2" IN PLANTER OR DECOMPOSED GRANITE ® ALLOW 3wETDNTPPPF VALVE BOX ®CARSON 910 OR EQUAL 10" DIAMETER GREEN PLASTIC VALVE BOX WITH LOCKING UD (3)6* DIAMETER SCH. 40 PVC PIPE. LENGTH AS REQUIRED ® PEA GRAVEL — 1 CU. FT. 0 (3) COMMON BIRCKS FOR SUPPORT ® SEE PROJECNE TESPECS. FOVALR S MFR. ®6" MINIMUM DEPTH PEA GRAVEL 0 SCH. 40 OR CLASS 315 PVC PRESSURE UNE; 24" MIN. COVER ®1/4" GALVANIZED WIRE CLOTH CITY OF CHICO STANDARD PLAN DRAWN BY I,.Ij DATE INO* NECKED C.B. SCALE TRU-UNION BALL VALVE LS -11 1 OF 1 O DBL CHECK VALVE BACKFLOW PREVENTION ASSEMBLY w/ BALL TYPE SHUT OFF VALVES. REF. IRRIG. EQUIP'T & MAT'L LEGEND O GALV ELL 30 GALV NIPS TBE 04 GALV PIPE FROM P.O.C. & RISERS (LENGTH AS REO -D). REF. PLAN NOTES. ALL U/G PIPE & FTGS BELOW GRADE TO BE WRAPPED TO PREVENT GALVANIC ACTION. 05 DIELECTRIC GALV. UNION 06 GALV ELL (REDUCING IF REQUIRED) 70 PVC MALE ADAPTOR 80 SCH 40 PVC TO RCV'S O FINISH GRADE NOTE: PROVIDE WEATHERGUARD 45"x22" INSULATION BLANKET. BACKFLOW PREVENTER NTS 4 SIGN OFF: REVISIONS: PLOT DATE: 12/03/16 � Inc O NOTES: O M Ot TRIM VALVE BOX TO PROVIDE 1" CLEARANCE ®SCHEDULE 80 PVC UNION, SxS. O OVER PIPE. SCHEDULE 40 PVC ELBOW SxS. z o Z O � Q O (I)MACHINED SCHEDULE 40 PVC SHORT NIPPLE, 1©1/4" GALVANIZED WIRE CLOTH PLACED ABOVE a w Z GRAVEL. Q REMOTE CONTROL VALVE HARD;E 700 SERIES OR RAINBIRD P.E.B. SERIES, ONE PER BOX., ©CONTROL AND COMMON WIRES, SIZE AS REQ.. APROVIDE Lo 00 MINIMUM 18" COILED EXTRA. ®DBY. PENTITE OR OTHER CITY APPROVED SPLICE. QO i� SCHEDULE 40 PVC NIPPLE, LENGTH AS REQUIRED. > F° U 05 PLASTIC VALVE BOX, CARSON 14199 14" x 19" OR EQUAL AS SPECIRED WITH LID LABELED ® SOLVENT WELD SCH. 40 OR CLASS 315 MAINLINE. C) "IRRIGATION". SET TOP OF BOX ABOVE FINISH 24" MINIMUM COVER. GRADE: 1" IN SOD, 2" IN PLANTER OR ®PEA GRAVEL; 6" DEPTH. DECOMPOSED GRANITE. W © FINISH GRADE. @ SCHEDULE 80 PVC TEE (SxSxS). N rn C0 F' - W O7 SCHED. 40 ELECTRICAL CONDUIT AND SWEEP, SEE © (4) COMMON BRICKS FOR VALVE BOX SUPPORT. -' O Q PLANS FOR SIZE. @ LINE SIZE BALL VALVE. W 2 ® PVC SCHD. 40 LATERAL LINE; PROVIDE 18" ®USE MIN. 3 WRAPS OF TEFLON TAPE AT EACH O o LENGTH PRIOR TO FIRST FITTING. THREADED CONNECTION. Q CITY OF CHICO STANDARD PLAT m DRAWN BY: GL DATE: 10/06 J NO. CHECKED BY: DB SCALE: NONE REMOTE CONTROL VALVE LS -8 Co APPROVED: - Lo Qw Q J r w z 0 w SECTION VIEW PLAN VIEW NOTES: Ot FINISH GRADE. 02 SET TOP OF BOX ABOVE FINISH GRADE: 1" IN SOD, 2" IN PLANTER OR DECOMPOSED GRANITE. 03 QUICK COUPLING VALVE WITH LOCKING RUBBER COVER, RAINBIRD 44 -LRC OR APPROVED EQUAL. ® SET QUICK COUPLER 12" FROM EDGE OF PLANTING AREA. OS CURB, HEADER OR PAVING. ®PLASTIC VALVE BOX WITH QUICK COUPLER VALVE, CARSON 910 OR APPROVED EQUAL. 07 MANUFACTURED TRIPLE SWING JOINT, KBI SPIGOT X SOCKET, OR EQUAL. 08 SCHEDULE 40 PVC TEE (SXSXS). @ SCHEDULE 40 OR CLASS 315 PVC MAINLINE; 24" MINIMUM COVER. 100 PEA GRAVEL, 6" DEPTH. (31/4" GALVANIZED WIRE CLOTH PLACED ABOVE GRAVEL. Q PREPARED SUBGRADE. ©(3) COMMON BRICKS FOR SUPPORT, O4 NIPPLE, T.O.E. 1@' USE MINIMUM 3 WRAPS OF TEFLON TAPE AT EACH THREADED CONNECTION. CITY OF CHICO STANDARD PLAN DRAWN BY: GL DATE: 10/06 NO. CHECKED BY: DB SCALE: N NE QUICK COUPLING VALVE LS -10 APPROVED: -^—^ _ SECTION VIEW WEATHER ON WALL MOUNT CONTROLLER CONDUIT 115V A.C. POWER SUPPLY WIRES GROUND WARE SL1 600 CONDUIT 24V A.C. RAIN STAT WIRES (OPTIONAL) VALVE CONTROL WIRES — ONE PER VALVE COMMON NEUTRAL WARE SL1600 SERIES CONTROLLER W/SEWS NOT TO SCALE Q FINISH GRADE 0 SET TOP OF BOX ABOVE FINISH GRADE - ; IN SOD 2" IN PLANTER OR DECOMPOSED GRANITE ® ALLOW 3wETDNTPPPF VALVE BOX ®CARSON 910 OR EQUAL 10" DIAMETER GREEN PLASTIC VALVE BOX WITH LOCKING UD (3)6* DIAMETER SCH. 40 PVC PIPE. LENGTH AS REQUIRED ® PEA GRAVEL — 1 CU. FT. 0 (3) COMMON BIRCKS FOR SUPPORT ® SEE PROJECNE TESPECS. FOVALR S MFR. ®6" MINIMUM DEPTH PEA GRAVEL 0 SCH. 40 OR CLASS 315 PVC PRESSURE UNE; 24" MIN. COVER ®1/4" GALVANIZED WIRE CLOTH CITY OF CHICO STANDARD PLAN DRAWN BY I,.Ij DATE INO* NECKED C.B. SCALE TRU-UNION BALL VALVE LS -11 1 OF 1 O DBL CHECK VALVE BACKFLOW PREVENTION ASSEMBLY w/ BALL TYPE SHUT OFF VALVES. REF. IRRIG. EQUIP'T & MAT'L LEGEND O GALV ELL 30 GALV NIPS TBE 04 GALV PIPE FROM P.O.C. & RISERS (LENGTH AS REO -D). REF. PLAN NOTES. ALL U/G PIPE & FTGS BELOW GRADE TO BE WRAPPED TO PREVENT GALVANIC ACTION. 05 DIELECTRIC GALV. UNION 06 GALV ELL (REDUCING IF REQUIRED) 70 PVC MALE ADAPTOR 80 SCH 40 PVC TO RCV'S O FINISH GRADE NOTE: PROVIDE WEATHERGUARD 45"x22" INSULATION BLANKET. BACKFLOW PREVENTER NTS 4 SIGN OFF: REVISIONS: PLOT DATE: 12/03/16 �P 9� � Inc O Z M W O w z o Z O � Q O Q w Z w (. a Z Lo 00 QO ti N U C) MLo Ai 1 W N rn C0 F' - W W -' O Q M z W 2 O o Q Q G m U J U Zch U Co (U:)) `" Lo Qw Q J Z Q Z Q � T U O U 06 z J i �P 9� Inc O J M W O w z o Z O � Q O Q w Z w (. 1 SHEET TITLE: 11 PROJECT: ' DATE: DECEMBER 2016 DRAWN: BB/TK SCALE: AS SHOWN O M O 1 O ti N Ai 1 C0 F' - W V) � O Q W > W 2 O O W G m o m W Z O° Zch U w w o Lo Qw Q J Z Q Z Q � T U O U 11 PROJECT: ' DATE: DECEMBER 2016 DRAWN: BB/TK SCALE: AS SHOWN ly� Y