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HomeMy WebLinkAboutB17-0440 024-240-060EXISTING WELL �\EXISTING ORCHARD LLJ z • w L_ z U) x w 400'± TO PROPIERTY LINE CODE ANALYSIS GOVERNING CODES: 2016 CBC 2016 CEC 2016 CPC 2016 CMC 2016 CFC 2016 CALIF. HEALTH & SAFETY CODE AND AMENDMENTS 2016 CALIF. BUILDING ENERGY EFFICIENCY STANDARDS 2016 CALIF. BUILDING CODE CHAPTER 11 2016 CAL GREEN OCCUPANCY GROUP: U -AG (STORAGE OF AG EQUIPMENT) OCCUPANCY SEPARATION: NONE ALLOWABLE HEIGHT AND BUILDING AREAS (TABLE C102.1) ALLOWABLE AREA: 12,000 S.F. ACTUAL AREA: 2,544 S.F. (EXISTING) +2,400 S.F. (PROPOSED) = 4,944 S.F. (TOTAL) OK CONSTRUCTION TYPE: TYPE VB FIRt-RESISTANCE RATINGS: NONE EXTERIOR WALL SEPARATION: NONE RATED CONSTRUCTION: CHAPTER 7 PROJECTIONS: NON -RATED (SECTION 704.2) OPENINGS: UNLIMITED UNPROTECTED (TABLE 704.8) AUTOMATIC SPRINKLER: NONE NUMBER OF EXIT REQ'D: 1 - EXISTING ORCHARD - MIDDLE HONCUT ROAD OVERALL SITE PLAN NO SCALE EXISTING BARN F-XISTING STnRAGE (2544 S.F., TYPE VB, U -AG) \G) M�DDLE HONCU � I V N PARTIAL SITE PLAN NO SCALE NOTE: ENGINEER OF RECORD HAS NOT VISITED THE PROPOSED CONSTRUCTION SITE. DIMENSIONS AND LAYOUT OF EXISTING BUILDINGS AND SITE HAS BEEN DEDUCED FROM INFORMATION PROVIDED BY THE CONTRACTOR. CONTRACTOR MUST FIELD VERIFY PLANS AND ALL DIMENSIONS PRIOR TO CONSTRUCTION AND IMMEDIATELY REPORT ANY DISCREPANCIES TO SUMMIT STRUCTURAL DESIGN. PERMIT ___ 0 v4T_ BUTTE COUNTY DEVELOPMENT SERVICES s_ `` I Oe` n CODE -` s lfl BATF Bn.oy�o 2 /QROF E S S IONS\ c� � o � ' §N 69 8z �c L / 8 �j C1V1\' u3 f ►411 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS .IR' SUMMIT STRUCTURAL DESIGN 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com REVISIONS: DATE: 03/10/17 SCALE: NTS DRAWN BY: ACJ JOB NUMBER: 17-147 SHEET: SP L) lfl Ql L!') Ol Q U 1 L1J J J Z z> o0 J � D0 m 0 J Q Q 0 W � � O UO 0U 00 z LUJ c0 G r-1 m REVISIONS: DATE: 03/10/17 SCALE: NTS DRAWN BY: ACJ JOB NUMBER: 17-147 SHEET: SP GENERAL NOTES 1. GENERAL ALL WORK SHALL CONFORM TO THE 2016 CBC AND ALL APPLICABLE LOCAL CODES. THE ENGINEER HAS PROVIDED AND IS RESPONSIBLE FOR SPECIFIC STRUCTURAL ITEMS ONLY, ALL OTHER REQUIREMENTS OF THE BUILDING CODE INCLUDING WATERPROOFING, FIREPROOFING, DRAINAGE, HANDICAP ACCESSIBILITY, EGRESS REQUIREMENTS, PARKING, AND ALL OTHER DESIGN REQUIREMENTS NOT SPECIFICALLY SHOWN IIN THE STRUCTURAL DESIGN CALCULATIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE DOCUMENTS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING, SCAFFOLDING, ETC. IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. ALL WATERPROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. SPECIAL INSPECTION: SPECIAL INSPECTION PER SECTION 1704 OF THE CBC SHALL BE PROVIDED FOR THE FOLLOWING TYPES OF CONSTRUCTION: HIGH STRENGTH BOLTING OF METAL BUILDING ABOVE THE SPECIAL INSPECTOR SHALL BE ACCEPTABLE TO THE ENGINEER OF RECORD AND BUILDING DEPARTMENT, SHALL BE (CBO QUALIFIED, AND THEIR EXPERIENCE SHALL BE COMMENSURATE WITH THIS TYPE OF PROJECT. 2. SITE WORK / FOUNDATIONS ASSUMED MAXIMUM SOIL BEARING = 1500 PSF (NO SOILS REPORT PROVIDED) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. 3. CONCRETE / REINFORCING CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 3,000 PSI U.N.O. (DESIGNED BASED ON 2500 PSI MIN.) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227, 289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI CODE AND CBC APPENDIX, CHAPTER 19. REINFORCEMENT COVER SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" CONCRETE WITH SOIL OR WEATHER EXPOSURE: #5 BARS AND SMALLER 1 %" #6 BARS AND LARGER 2" CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 3/4" REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP REINFORCING 40 BAR DIAMETERS U.N.O. #5 AND LARGER REBAR SHALL NOT BE RE-BENT. ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. ANCHOR BOLTS SHALL BE ASTM A 307 AND SHALL BE PROVIDED NEW, W/O EXCESSIVE RUST. STRUCTURAL PLAN NOTES: 1. VERIFY ALL DIMENSIONS, ELEVATIONS, COLUMN LOCATIONS, AND EDGE OF SLAB LOCATIONS WITH METAL BUILDING DRAWINGS BY STAR BUILDINGS CORP., STAMPED AND SIGNED BY AN ENGINEER LICENSED IN CALIFORNIA 2. ALL ANCHOR BOLTS SHALL BE INSTALLED USING THE LAYOUT PROVIDED BY STAR BUILDINGS CORP. STAR BUILDINGS HAS PROVIDE ANCHOR BOLT DIAMETER REQUIREMENTS FOR ALL COLUMN LOCATIONS. ALL ANCHOR BOLTS SHALL BE EMBEDDED INTO CONCRETE FOOTING PER DETAIL 1/S1. 3. SUMMIT STRUCTURAL DESIGN HAS NOT DESIGNED THE SLAB ON GRADE, HOWEVER AT A MINIMUM THE FOLLOWING IS RECOMMENDED: 6" THICK SLAB ON GRADE WITH #4 AT 18" O.C. E.W. PLACED AT THE CENTERLINE OVER 4" AGGREGATE BASE. USE MOISTURE BARRIER (ASTM E 1745) WHERE FLOORING OR MOISTURE SENSITIVE EQUIPMENT WILL OVERLAY CONCRETE SLABS. USE CRACK CONTROL JOINTS AS REQUIRED TO AVOID UNINTENTIONAL CRACKING. IF LOADING IS TO EXCEED 250 PSF A DESIGN FOR THE SLAB ON GRADE SHALL BE REQUIRED. N I:AN:' I I ;f11 I>c•I J w w F- U) LL 0 I'_ Z) 0 t O I 0 O 0 0 I d- c D A 0 I N N 0 I 00 F5 B o I r- - � I o r\i 0 I 0 0 I RAMP EDGE OF SLAB AT 8" ROLL UP DOOR OPENINGS DRAINAGE BY OTHERS---,,, 3/4" I I L_ _ V-2" SLAB ON GRADE N, PER PLAN E/ EDGE OF STEEL SLAB ON GRADE AT SIM CONDITION --ilu- 6" o #4 VERT. 12"I AT 24" O.C. A.B. PER PLAN— (@ 2—POUR FOUNDATION) [VARI Ir L (2) #4 CONT. TOP AND BOTT FOOTING AT ROLL UP DOOR s N NO SCALE SZ EDGE OF STEEL A.B. PER PLAN WHERE OCCURS DRAINAGE BY OTHEROTHERS----,,SLAB ON GRADE PERPLAN WHERE OCCURS cn cn —�^ z 0 ° b �• SLAB ON GRADE I �°TZb 6" AT SIM CONDITION - 0 #4 VERY. 12" AT 24" O.C. I (© 2—P(OUR FOUNDATION) (1) #4 CONT. 1'-0" TOP AND BOTT CONTINUOUS FOOTING NO SCALE I. ------_/F5 FOUNDATION PLAN SCALE: 1/4" = 1'-0" OF COLUMN STEEL COLUMN, /_�BY OTHERS HOOK REINFORCING AROUND BOLTS AT HAIRPIN TIE PERMIT # V3 I -7-04-4-0 BUTTE COUNTY DEVELOPMENT SERVICES RENEWED FOR CODE COMPLIANCE DATE �_ BY____�I NOTE: SEE ANCHOR BOLT SETTING PLAN PROVIDED BY STAR METAL BUILDING CORP. FOR ANCHOR BOLT SPACING. VERIFY ALL NON-STRUCTURAL BOLTS FOR OPENINGS AND DOORS WITH OWNER AS THEY MAY OR MAY NOT HAVE BEEN SHOWN ON THIS PLAN. FOOTING SCHEDULE MARK (DIM X) X (DIM Y) X (THICKNESS) REINFORCING F4 4'-0" X 4'-0" X 3'-0$' II=.1111- I I II I I II aooa°n (4) 5/8" DIA II II SLAB II II P�GRADE PERAN 20" D (2) 5/8" DIA 9" II II __j� ozwL II I it m�� w II II o��bj 0. w II II Li II II zQwo� v L.J rn REINFORCING PER SCHEDULE EQUAL EQUAL 3" CLR DIM PER SCHEDULE 0Q J DETAIL AT SPREAD FOOTING 3 NO SCALE .I S.1 PERMIT # V3 I -7-04-4-0 BUTTE COUNTY DEVELOPMENT SERVICES RENEWED FOR CODE COMPLIANCE DATE �_ BY____�I NOTE: SEE ANCHOR BOLT SETTING PLAN PROVIDED BY STAR METAL BUILDING CORP. FOR ANCHOR BOLT SPACING. VERIFY ALL NON-STRUCTURAL BOLTS FOR OPENINGS AND DOORS WITH OWNER AS THEY MAY OR MAY NOT HAVE BEEN SHOWN ON THIS PLAN. FOOTING SCHEDULE MARK (DIM X) X (DIM Y) X (THICKNESS) REINFORCING F4 4'-0" X 4'-0" X 3'-0$' 8 4 E.W., TOP & BOTT. F5 5'-0" X 5-0" X 3'-0" 10 4 E.W., TOP & BOTT. FOOTING SCHEDULE NO SCALE ANCHOR ROD SHALL CONFORM TO ASTM F1554 GR. 36 WITH STD FLAT WASHER SECURED WITH DOUBLE HEAVY HEX NUTS, TYPICAL NOTE: SEE ANCHOR BOLT SETTING PLAN PROVIDED BY STAR METAL BUILDING CORP. FOR ANCHOR BOLT SPACING. VERIFY ALL NON-STRUCTURAL BOLTS FOR OPENINGS AND DOORS AS THEY MAY OR MAY NOT HAVE BEEN SHOWN ON THIS PLAN. ANCHOR BOLT SCHEDULE NO SCALE w ....... .,-..max. .. Q'OFESS/o/v C. ✓0 < CZ) z E' N 6 88" � * . 6/30 18 CIVI q�FOF CALF �� om4 hl THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS ANCHOR BOLT SCHEDULE A.B. TYPE A.B. SIZE EMBEDMENT A (4) 5/8" DIA 9" B (4) 3/4" DIA 20" C (4) 3/4" DIA 20" D (2) 5/8" DIA 9" ANCHOR ROD SHALL CONFORM TO ASTM F1554 GR. 36 WITH STD FLAT WASHER SECURED WITH DOUBLE HEAVY HEX NUTS, TYPICAL NOTE: SEE ANCHOR BOLT SETTING PLAN PROVIDED BY STAR METAL BUILDING CORP. FOR ANCHOR BOLT SPACING. VERIFY ALL NON-STRUCTURAL BOLTS FOR OPENINGS AND DOORS AS THEY MAY OR MAY NOT HAVE BEEN SHOWN ON THIS PLAN. ANCHOR BOLT SCHEDULE NO SCALE w ....... .,-..max. .. Q'OFESS/o/v C. ✓0 < CZ) z E' N 6 88" � * . 6/30 18 CIVI q�FOF CALF �� om4 hl THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS REVISIONS: DATE: 03/10/17 SCALE: 1/4" = 1'-0" DRAWN BY: ACJ JOB NUMBER: 17-147 SHEET: si r--7 �t�Y Ln (�o L.J rn z O1 Q U 0Q J LUL.I (D .I z> co z J� Om o QWW � G f— c �z z o0 D W LLJ LLJ O o LL C0 C LNC r -I M LL- REVISIONS: DATE: 03/10/17 SCALE: 1/4" = 1'-0" DRAWN BY: ACJ JOB NUMBER: 17-147 SHEET: si r--7 �t�Y BUILDER/CONTRACTOR RESPONSIBILITIES DESIGN LOADING THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS INDICATED AND APPLIED AS REQUIRED BY: CBC 16 THE BUILDER IS TO CONFIRM THAT THESE LOADS COMPLY WITH THE REQUIREMENTS OF THE LOCAL BUILDING DEPARTMENT. FRAME / ROOF DEAD LOAD 2.170 PSF SUPERIMPOSED COLLATERAL (LIGHTS) 3.5 PSF ROOF LIVE LOAD RISK CATEGORY SNOW LOAD GROUND SNOW LOAD (Pg) SNOW LOAD IMPORTANCE FACTOR (Is) FLAT ROOF SNOW LOAD (Pf) SNOW EXPOSURE FACTOR (Ce) THERMAL FACTOR (Ct) 20.00 PSF (Reducible) II — Normal 0.0000 PSF 1.0000 0 PSF 1.0 1 ^^ WIND LOAD ULTIMATE WIND SPEED 110 MPH NOMINAL WIND SPEED (Vasd) 85 MPH (IBC Section 1609.3.1) SERVICEABILITY WIND SPEED 72 MPH WIND EXPOSURE CATEGORY C TOPOGRAPHICAL FACTOR 1.0 INTERNAL PRESSURE COEFFICIENT (GCpi) 0.18 /-0.18 ZONE 4, COMPONENT WIND LOAD < 10FT2 25.024 PSF PRESSURE -27.109 PSF SUCTION ZONE 5, COMPONENT WIND LOAD < 10FT2 25.024 PSF PRESSURE —33.302 PSF SUCTION ZONES PER ASCE 7-10; FIG. 30.4-1 ZONES PRESSURES SHOWN ARE UN—FACTORED RAIN INTENSITY 5—MINUTE DURATION, 5—YEAR RECURRENCE (11) 3.3 IN/HOUR SEISMIC LOAD SEISMIC IMPORTANCE FACTOR (le) 1.00 Ss 0.5738 SDs 0.5125 S1 0.2639 SD1 0.3286 SITE CLASS D Stiff soil SEISMIC DESIGN CATEGORY D ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE DRAWING INDEX ISSUE Drawing Validity — These drawings, supporting structural calculations and design certification are based on the Shop Primed Steel — All structural members of the Metal Building System not fabricated of corrosion resistant 0 order documents as of the date of these drawings. These documents describe the material supplied by the material or protected by a corrosion resistant coating are painted with one coat of shop primer meeting the 0 manufacturer as of the date of these drawings. Any changes to the order documents after the date on these performance requirements of SSPC Paint Specification No. 15. All surfaces to receive shop primer are cleaned of 0 drawings may void these drawings, supporting structural calculations and design certification. The loose rust, loose mill scale and other foreign matter by using, as a minimum, the hand tool cleaning method 0 Builder/Contractor is responsible for notifying the building authority of all changes to the order documents which SSPC—SP2 (Steel Structures Painting Council) prior to painting. The coat of shop primer is intended to protect the 0 result in changes to the drawings, supporting structural calculations and design certification. steel framing for only a short period of exposure to ordinary atmospheric conditions. Shop Primed steel stored in 0 E2 the field pending erection should be kept free of the ground and so positioned as to minimize water—holding 0 Builder Acceptance of Drawings — Approval of the manufacturer's drawings and design data affirms that the pockets, dust, mud and other contamination of the primer film. Repairs of damage to primed surfaces and/or 0 manufacturer has correctly interpreted and applied the requirements of the order documents and constitutes removal of foreign material due to improper field storage or site conditions are not the responsibility of the 0 Builder/Contractor acceptance of the manufacturer's interpretations of the order documents and standard product manufacturer. The Manufacturer is not responsible for deterioration of the shop coat of primer or corrosion that 0 specifications, including its design, fabrication and quality criteria standards and tolerances. (AISC code of may result from exposure to atmospheric and environmental conditions, nor the compatibility of the primer to any 0 standard practice Sept 86 Section 4.2.1) (Mar 05 Section 4.4.1) field applied coating. Minor abrasions to the shop coat (including galvanizing) caused by handling, loading, shipping 0 DET1 —10 unloading and erection after painting or galvanizing are unavoidable. Touch—up of these minor abrasions is the 0 Code Official Approval — It is the responsibility of the Builder/Contractor to ensure that all project plans and responsibility of the End Customer (MBMA 06 IV 4.2.4) designed as a non—expandable specifications comply with the applicable requirements of any governing building authority. The Builder/Contractor PROJECT NOTES is responsible for securing all required approvals and permits from the appropriate agency as required. ENGINEERING SEAL projection of anchor rods required to location, diameter and tif thehdattach Pqg th e Metal Building System to the y Material properties of steel bar, plate, and sheet used in the fabrication of built—up structural framing members tributary area. Builder is responsible for State, Federal and OSHA safety compliance — The Builder/Contractor is responsible for conform to ASTM A529, ASTM A572, ASTM A1011 SS, or ASTM A1011 HSLAS with a minimum yield point of 50 2.0000 applying and observing all pertinent safety rules and regulations and OSHA standards as applicable. ksi. Material properties of hot rolled structural shapes conform to ASTM A992, ASTM A529, or ASTM A572 with foundation. It is the responsibility of the end customer to ensure that a minimum specified yield point of 50 ksi. Hot rolled angles, or other than flange braces, conform to ASTM 36 Building Erection — The Builder/Contractor is responsible for all erection of the steel and associated work in minimum. Hollow structural shaped conform to ASTM A500 grade b, minimum yield point is 42 ksi for round 0.147 compliance with the Metal Building Manufacturers drawings. Temporary supports, such as temporary guys, HSS and 46 ksi for rectangular HSS. Material properties of cold form light gage steel members conform to the THIS CERTIFICATION COVERS PARTS MANUFACTURED braces, false work or other elements required for erection will be determined, furnished and installed by the requirements of ASTM A1011 SS Grade 55 or ASTM A1011 HSLAS Class 1 Grade 55, with a minimum yield point erector. (AISC Code of Standard Practice Sept 86 Section 7.9.1) (Mar 05 Section 7.10.3) of 55 ksi. Discrepancies — Where discrepancies exist between the Metal Building plans and plans for other trades, the Metal All bolt joints with A325 Type 1 bolts are specified as snug—tightened joints, unless noted otherwise, in foundation, as Building plans will govern. (AISC Code of Standard Practice Sept 86 Section 3.3) (Mar 05 Section 3.3) accordance with the "Specification for Structural Joints using ASTM A325 or A490 bolts, June 30, 2004". Pretensioning methods, including turn—of—nut and calibrated wrench are not required unless noted otherwise. (k) LONGITUDINAL Materials by Others — All interface and compatibility of any materials not furnished by the manufacturer are the AND EXCLUDES PARTS SUCH AS DOORS, WINDOWS, loads, and the responsibility of and to be coordinated by the Builder/Contractor or A/E firm. Unless specific design criteria The manufacturer does not assume any responsibility for the erection nor field supervision of the structure and The rigid frame at frame line 1 is designed as concerning any interface between materials if furnished as a part of the order documents, the manufacturers or any special inspections (including inspection of the high strength bolts or field welds) as required during TO THE RIGID FRAMES assumptions will govern. erection. The coordination and the costs associated for setting up and Special Inspections are the responsibility of the Erector, Owner, Architect, or Engineer of Record. bay spacing of Correction of Errors — Normal erection operations include the correction of minor misfits by moderate amounts TO THE RIGID FRAMES of reaming, chipping, welding or cutting and the drawing of elements into line through the use of drift pins. Design is based upon the more severe loading of either the roof snow load or the roof live load. Errors which cannot be corrected by the foregoing means or which require major changes in the member line 1 and the centerline of the future frame. configuration should be reported immediately to the owner and fabricator by the erector, to enable whoever is Loads, as noted, are given within order documents and are applied in general accordance with the applicable responsible either to correct the error or to approve the most efficient and economical method of correction to provisions of the model code and/or specification indicated. Neither the manufacture nor the certifying engineer be used by others. (AISC Code of Standard Practice Sept 86 Section 7.12)(Mar 05 Section 7.14) declares or attests that the loads as designated are proper for the local provisions that may apply or for site specific parameters. The manufacturer's Engineer's certification is limited to design loads supplied by an I Modification of the Metal Building from Plans — The Metal Building supplied by the manufacturer has Architect and/or engineer of record for the overall construction project. been designed according to the Building Code and specifications and the loads shown on this drawing. Modification of the building configuration, such as removing wall panels or braces, from that shown on these This project is designed using manufacture's standard serviceability standards. Generally this means that all plans could affect the structural integrity of the building. The Metal Building Manufacturer or a Licensed stresses and deflections are within typical performance limits for normal occupancy and standard metal building Structural Engineer should be consulted prior to making any changes to the building configuration shown on products. If special requirements for deflections and vibrations must be adhered to, then they must be clearly these drawings. The Metal Building Manufacturer will assume no responsibility for any loads applied to the stated in the contract documents. building not indicated on these drawings. X—bracing (if applicable) is to be installed to a taut condition with all slack removed. Do not tighten beyond Safety Commitment —The Metal Building Manufacturer has a commitment to manufacture quality building this state. components that can be safely erected. However, the safety commitment and job site practices of the erector are beyond the control of the building manufacturer. It is strongly recommended that safe working conditions The design collateral load has been uniformly applied to the design of the building. Hanging loads are to be and accident prevention is the top priority of any job site. Local, State and Federal safety and health attached to the purlin web. This may not be appropriate for heavily concentrated loads. Any attached load in standards, whether, standard statutory or customary, should always be followed to help ensure worker safety. excess of 150 pounds shall be accounted for by special design performed by a licensed engineer using Make certain all employees know the safest and most productive way to erect a building. Emergency procedures concentrated loads and may require separate support members within the roof system. should be known to all employees. Daily meetings highlighting safety procedures are also recommended. The use of hard hats, rubber sole shoes for roof work, proper equipment for handling material, and safety nets where This metal building system is designed as enclosed. All exterior components (i.e. doors, windows, vents, etc.) applicable, are recommended. For purposes of determining lift requirements, no bundles supplied by the must be designed to withstand the specified wind loading for the design of components and cladding in manufacturer will exceed 4000 lbs. For further information also reference the bill of materials for individual accordance with the specified building code. Doors are to be closed when a maximum of 50% of design wind member wei hts of other structural members If additional information is required contact the customer service DESIGN LOADING THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS INDICATED AND APPLIED AS REQUIRED BY: CBC 16 THE BUILDER IS TO CONFIRM THAT THESE LOADS COMPLY WITH THE REQUIREMENTS OF THE LOCAL BUILDING DEPARTMENT. FRAME / ROOF DEAD LOAD 2.170 PSF SUPERIMPOSED COLLATERAL (LIGHTS) 3.5 PSF ROOF LIVE LOAD RISK CATEGORY SNOW LOAD GROUND SNOW LOAD (Pg) SNOW LOAD IMPORTANCE FACTOR (Is) FLAT ROOF SNOW LOAD (Pf) SNOW EXPOSURE FACTOR (Ce) THERMAL FACTOR (Ct) 20.00 PSF (Reducible) II — Normal 0.0000 PSF 1.0000 0 PSF 1.0 1 ^^ WIND LOAD ULTIMATE WIND SPEED 110 MPH NOMINAL WIND SPEED (Vasd) 85 MPH (IBC Section 1609.3.1) SERVICEABILITY WIND SPEED 72 MPH WIND EXPOSURE CATEGORY C TOPOGRAPHICAL FACTOR 1.0 INTERNAL PRESSURE COEFFICIENT (GCpi) 0.18 /-0.18 ZONE 4, COMPONENT WIND LOAD < 10FT2 25.024 PSF PRESSURE -27.109 PSF SUCTION ZONE 5, COMPONENT WIND LOAD < 10FT2 25.024 PSF PRESSURE —33.302 PSF SUCTION ZONES PER ASCE 7-10; FIG. 30.4-1 ZONES PRESSURES SHOWN ARE UN—FACTORED RAIN INTENSITY 5—MINUTE DURATION, 5—YEAR RECURRENCE (11) 3.3 IN/HOUR SEISMIC LOAD SEISMIC IMPORTANCE FACTOR (le) 1.00 Ss 0.5738 SDs 0.5125 S1 0.2639 SD1 0.3286 SITE CLASS D Stiff soil SEISMIC DESIGN CATEGORY D ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE DRAWING INDEX ISSUE PAGE DESCRIPTION , i 0 C1 COVER SHEET 0 F1 ANCHOR BOLT PLAN 0 F2 ANCHOR BOLT REACTIONS 0 F3 ANCHOR BOLT DETAILS 0 E1 ROOF FRAMING PLAN 0 E2 ROOF SHETTING PLAN 0 E3 FRONT SIDEWALL 0 E4 BACK SIDEWALL 0 E5 LEFT ENDWALL 0 E6 RIGHT ENDWALL 0 E7—E9 FRAME CROSS SECTION 0 DET1 —10 STANDARD DETAILS 0 R1 —R8 INSTALLATION SHEETS DRAWING STATUS F-1 FOR APPROVAL THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS. ONLY DRAWINGS ISSUED "FOR ERECTOR INSTALLATION" CAN BE CONSIDERED AS COMPLETE. ❑ FOR CONSTRUCTION PERMIT THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL. ONLY DRAWINGS ISSUED "FOR ERECTOR INSTALLATION" CAN BE CONSIDERED AS COMPLETE. Z FOR ERECTOR INSTALLATION FINAL DRAWINGS FOR CONSTRUCTION. department. g velocity Is reached. COLUMN LINE 1-3 SWA SWC BASIC FORCE RESISTING SYSTEM C4 B3 B3 Non expandable Main frames Foundation Design — The Metal Building Manufacturer is not responsible for the design, materials and MODIFICATION COEFFICIENT(R) 3.5 3.25 3.25 workmanship of the foundation. Anchor rod plans prepared by the manufacturer are intended to show onlyRESPONSE The rigid frame at line 3 is designed as a non—expandable rigid frame. Corresponding frame reactions are ENGINEERING SEAL projection of anchor rods required to location, diameter and tif thehdattach Pqg th e Metal Building System to the y calculated based upon actual tributary area. SYSTEM OVER—STRENGTH FACTOR(Qo) 2.5000 2.0000 2.0000 foundation. It is the responsibility of the end customer to ensure that adequate provisions are made for SEISMIC RESPONSE COEFFICIENT(CS) 0.147 0.158 0.158 THIS CERTIFICATION COVERS PARTS MANUFACTURED specifying rod embedment, bearing values, tie rods and or other associated items embedded in the concrete Expandable Main frames AND DELIVERED BY THE MANUFACTURER ONLY, foundation, as well as foundation design for the loads imposed by the Metal Building System, other imposed BLDG DESIGN BASE SHEAR (V) TRANSVERSE 4.89 (k) LONGITUDINAL 4.24 (k) AND EXCLUDES PARTS SUCH AS DOORS, WINDOWS, loads, and the bearing capacity of the soil and other conditions of the building site. (MBMA 06 Sections 3.2.2 The rigid frame at frame line 1 is designed as an expandable rigid frame. The frame is designed to receive a THE TRANSVERSE DIRECTION IS PARALLEL TO THE RIGID FRAMES FOUNDATION DESIGN AND ERECTION OF THE BUILDING. and A3) future addition with a maximum bay spacing of 30 feet, as measured between the centerline of the frame at THE LONGITUDINAL DIRECTION IS PERPENDICULAR TO THE RIGID FRAMES THESE DRAWINGS AND THE METAL BUILDING SYSTEM line 1 and the centerline of the future frame. THEY REPRESENT ARE THE PRODUCT OF AN AFFILIATE Dissimilar Materials — Never allow your roof to come in contact with, or water runoff from, any dissimilar metal including but not limited to: Copper and Arsenic Salts used in treated lumber, Calcium used in concrete, mortar STAR Gutter and grout. Using Northern 7% 7"eave gutter with 4 x 5 downspouts, the roof drainage system has been designed using OF NCI GROUP, INC. — 10943 N. SAM HOUSTON PARKWAY W., HOUSTON, TX 77064. THE PROFESSIONAL ENGINEER WHOSE SEAL APPEARS HEREON IS EMPLOYED the method outlined In the MBMA Metal Building Systems Manual. Downspout locations have not been located BY AN AFFILIATE OF NCI GROUP, INC. AND IS NOT THE Debris Removal — Any foreign debris such as sawdust, dirt, animal droppings, etc. will cause corrosion of the on these drawings. The downspouts are to be placed on the building sidewalls at a spacing not to ENGINEER—OF—RECORD FOR THE OVERALL PROJECT. roof, gutters, trim, etc. if left on building surfaces for a long enough time. The roof should be periodically exceed 60 feet with the first downspout from both ends of the gutter run within 30 feet of the end. inspected for such conditions and if found, they should be removed. Downspout spacing that does not exceed the maximum spacing will be in compliance with the building code. The gutter and downspout system as provided by the manufacturer is designed to accommodate 3.3 in/hr rainfall intensity. BUILDING SIZE: 40'-0" x 60'-0" x 18'-0" 2.0:12 SSUE DATE DESCRIPTION BY CK'D I DSN 0 1/31/17 FOR ERECTOR INSTALLATION PNR PNR TSK A� STAR BUILDING SYSTEMS 8600 SOUTH I-35 SERVICE ROAD — OKLAHOMA CITY, OK 73149 A RobertsonCeco Company (800)-879-7828 '140 PROJECT: LEVI ROSSER CUSTOMER: ROSSER ENTERPRISES INC OWNER: RICH KELLEY F "i. A,_ e LOCATION: OROVILLE, CA 95965-9637 US BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE Rev. 8/12/14 C DE COMPLIANCE 1/31/17 N.T.S. 1 A 15-B-65490 C1 0 DATE _--T_ _X_J— BY PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE C MPLIANC DATE BY ?I Feb 05, 2017 C -,l U C 'C�T O CB O 0 0 I i� 0 I c0 1'-2 A—DI UW1 ly 28'-10" 30'-0" U2 ANIrNnR RSI T PLAN 28'- 10" 30'-0" 1'-2 0 I r� 0 I cD R im, Dia- 5/8" * Dia- 3/4" PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES CODE FOR CODE COMPLIANCE DATE BY ---- Fels 05, 2017 NOTES FOR REACTIONS Anc.-Bolt BUILDING REACTIONS ARE BASED ON Base THE FOLLOWING BUILDING DATA: Grout WIDTH (FT) = 40 LENGTH (FT) = 60 EAVE HEIGHT FT) = 18 / 18 ROOF SLOPE rise/12) = 2.0:12 / 2.0:12 DEAD LOAD psf = 2.170 COLLATERAL LOAD (psf) = 3.5 ROOF LIVE LOAD (psf) = 20.00 (Reducible) FRAME LIVE LOAD ( sf) = 12 ROOF SNOW LOAD psf) = 0 GROUND SNOW LOAD (psf) = 0.0000 WIND SPEED (MPH) = 110 NOMINAL WIND SPEED (Vasil) = 85 MPH (IBC Section 1609.3.1) SERVICEABILTY WIND SPEED (MPH) = 72 WIND CODE = CBC 16 EXPOSURE = C CLOSED/OPEN = Closed IMPORTANCE - WIND = 1.00 IMPORTANCE - SEISMIC = 1.00 SEISMIC ZONE = D ANCHOR BOLT SUMMARY Dia Proj Qty Locate (in) Type (in) O 8 Jamb 5/8" F1554 2.00 O 8 Endwall 5/8" F1554 2.00 0 24 Frame 3/4" F1554 2.50 GENERAL NOTES 1. THE REACTIONS PROVIDED ARE BASED ON THE ORDER DOCUMENTS AT THE TIME OF MAILING. ANY CHANGES TO BUILDING LOADS OR DIMENSIONS MAY CHANGE THE REACTIONS. THE REACTIONS WILL BE SUPERSEDED AND VOIDED BY ANY FUTURE MAILING. 2. REACTIONS ARE PROVIDED AS UN -FACTORED FOR EACH LOAD GROUP APPLIED TO THE COLUMN. THE FOUNDATION ENGINEER WILL APPLY THE APPROPRIATE LOAD FACTORS AND COMBINE THE REACTIONS IN ACCORDANCE WITH THE BUILDING CODE AND DESIGN SPECIFICATIONS TO DETERMINE BEARING PRESSURES AND CONCRETE DESIGN, THE FACTORS APPLIED TO LOAD GROUPS FOR THE STEEL COLUMN DESIGN MAY BE DIFFERENT THAN THE FACTORS USED IN THE FOUNDATION DESIGN. 3. THE MANUFACTURER DOES NOT PROVIDE "MAXIMUM" LOAD COMBINATION REACTIONS. HOWEVER, THE INDIVIDUAL LOAD REACTIONS PROVIDED MAY BE USED BY THE FOUNDATION ENGINEER TO DETERMINE THE APPLICABLE LOAD COMBINATIONS FOR HIS/HER DESIGN PROCEDURES AND ALLOW FOR AN ECONOMICAL FOUNDATION DESIGN 4. THE METAL BUILDING MANUFACTURER IS RESPONSIBLE FOR THE DESIGN OF THE ANCHOR BOLT DIAMETER ONLY TO PERMIT THE TRANSFER OF FORCES BETWEEN THE BASE PLATE AND THE ANCHOR BOLT IN SHEAR, BEARING AND TENSION, BUT IS NOT RESPONSIBLE FOR THE ANCHOR BOLT EMBEDMENT FOR TRANSFER OF FORCES TO THE FOUNDATION. THE METAL BUILDING MANUFACTURER DOES NOT DESIGN AND IS NOT RESPONSIBLE FOR THE DESIGN, MATERIAL AND CONSTRUCTION OF THE FOUNDATION EMBEDMENTS. THE END USE CUSTOMER SHOULD ASSURE HIMSELF THAT ADEQUATE PROVISIONS ARE MADE IN THE FOUNDATION DESIGN FOR LOADS IMPOSED BY COLUMN REACTIONS OF THE BUILDING, OTHER IMPOSED LOADS, AND BEARING CAPACITY OF THE SOIL AND OTHER CONDITIONS OF THE BUILDING SITE. IT IS RECOMMENDED THAT THE ANCHORAGE AND FOUNDATION OF THE BUILDING BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER EXPERIENCED IN THE DESIGN OF SUCH STRUCTURES, (SECTION A3 MBMA 2006 METAL BUILDING SYSTEMS MANUAL) 5. BOTTOM OF ALL BASE PLATES ARE AT THE SAME ELEVATION. (UNLESS NOTED) 6. ANCHOR RODS ARE ASTM F1554 GRADE 36 MATERIAL UNLESS NOTED OTHERWISE. FRAME LINES: 1 2 3 H �V RIGID FRAME: ANCHOR BOLTS & BASE PLATES Frm Col Anc.-Bolt Anc.-Bolt Base -Plate (in) Grout Line Line Qty Dia Width Length Thick (in) 1 C 4 0.750 6.000 9.500 0.375 0.0 1 A 4 0.750 6.000 9.500 0.375 0.0 RIGID FRAME: ANCHOR BOLTS & BASE PLATES Frm Col Anc.-Bolt Base -Plate Base -Plate (in) Grout Line Line Qty Dia Width Length Thick (in) 2 C 4 0.750 6.000 9.500 0.375 0.0 2 A 4 0.750 6.000 9.500 0.375 0.0 RIGID FRAME: ANCHOR BOLTS & BASE PLATES Frm Col Anc.-Bolt Base -Plate (in) Grout Line Line Qty Dia Width Length Thick (in) 3 C 4 0.750 6.000 9.500 0.375 0.0 3 A 4 0.750 6.000 9.500 0.375 0.0 RIGID FRAME: BASIC COLUMN REACTIONS (k �V MN LINE Frame Column -----Dead-----Collateral- ----- Live ------ Wind-Left1- ENDWALL -Wind-Right1- --Wind-Left2- COLUMN Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Ver#,..._ Horiz Vert Horiz Vert 1 C 0.4 2.2 0.6 2.1 1.8 9.0 -7.7 (--19.6), 2.7 -9.6 -8.5 -14.6 1 A -0.4 2.2 -0.6 2.1 -1.8 9.0 -2.7 =9.6 7.7 -19.6 -1.9 -4.6 2 C 0.5 2.5 0.7 2.7 2.2 10.8 -7.9 -19.4 3.6 -9.5 9.0 -13.1 2 A -0.5 2.5 -0.7 2.7 -2.2 10.8 -3.6 -9.5 7.9 -19.4 - -3.2 3 C 0.3 1.6 0.4 1.5 1.3 6.2 -5.3 -13.5 1.8 -6.6 -5.8 -10.0 3 A -0.3 1.6 -0.4 1.5 -1.3 6.2 -1.8 -6.6 5.3 -13.5 -1.3 -3.2 Frame Column -Wind-Right2- --Wind-Longi- DATE --Wind-Long2- DESCRIPTION -Seismic-Left BY Seismic -Right -Seismic -Long Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 1 C 1.9 -4.6 0.9 -15.2 -0.1 -12.9 -1.1 -1.0 1.1 1.0 0.0 -1.5 1 A 8.5 -14.6 0.1 -12.9 -0.9 -15.2 -1.1 1.0 1.1 -1.0 0.0 -1.5 2 C 2:5 -3.2 1.8 -15.2 0.8 -13.2 -1.3 -1.1 1.3 1.1 0.0 -1.5 2 A (9.0') -13.1 -0.8 -13.2 -1.8 -15.2 -1.3 1.1 1.3 -1.1 0.0 -1.5 3 C 1.3 -3.2 0.7 -9.1 -0.1 -7.6 -0.8 -0.7 0.8 0.7 0.0 0.0 3 A 5.8 -10.0 0.1 -7.6 -0.7 -9.1 -0.8 0.7 0.8 -0.7 0.0 0.0 PROJECT: LEVI ROSSER PERMIT #__ [3 6 01 1 0 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR DE OMPLIANC DATE__ --t- BY 8600 SOUTH 1-35 SERVICE ROAD OKLAHOMA CITY, OK 73149 (800)-879-7828 CUSTOMER: ROSSER ENTERPRISES INC I OWNER: RICH KELLEY LOCATION: OROVILLE, CA 95965-9637 US CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE 1/31/17 N.T.S. 1 A 15-13-65490 F2 0 Feb 05, 2017 BUILDING BRACING REACTIONS ENDWALL COLUMN: BASIC COLUMN REACTIONS (k ) Wind Wind Wall Reactions f Reactions(k - Col Wind in plane of wall ) Panel -Shear -Seismic - (Ib/ft) Frm Col Line Line 1 B Dead Vert 0.2 Press Horz -4.0 Suct Horz 4.5 Loc Line Line Harz Vert Harz Vert Wind Seis Note 3 B 0.2 -4.0 4.5 L_EW 1 F -SW A R -EW 3 B -SW C 1,2 3.4 * 2,1 3.4 * 2.1 2.1 * (h) (h) EN DWALL Frm Col Line Line COLUMN: Anc.-Bolt Qty Dia ANCHOR BOLTS Base -Plate (in) Width Length & BASE PLATES Grout Thick (in) (h)Rigid frame at endwall 1 B 4 0.625 6.000 8.000 0.375 0.0 3 B 4 0.625 6.000 8.000 0.375 0.0 *See RF reactions table for vertical and horizontal reactions in plane of the rigid frame. ISSUE DATE DESCRIPTION BY CK'D DSN A STAR BUILDING A RobertsonCeco SYSTEMS Company 0 1/31/17 FOR ERECTOR INSTALLATION PNR PNR TSK PROJECT: LEVI ROSSER PERMIT #__ [3 6 01 1 0 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR DE OMPLIANC DATE__ --t- BY 8600 SOUTH 1-35 SERVICE ROAD OKLAHOMA CITY, OK 73149 (800)-879-7828 CUSTOMER: ROSSER ENTERPRISES INC I OWNER: RICH KELLEY LOCATION: OROVILLE, CA 95965-9637 US CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE 1/31/17 N.T.S. 1 A 15-13-65490 F2 0 Feb 05, 2017 CN W O U I Q LL CD ry N � LL O O Is r� w CD I w o cl-- cV 7D Cf') II O O 0-1 5'-0" 60'-0" OUT—TO—OUT OF STEEL 3 5'-0" 2 30'-0" 30'-0" EB -5 EB -2 EB -3 EB -4 EB -1 F T T E-2 I I E I — — EB -1 E13-2 EB -3 EB -4 E13-5 GENERAL MOTES: 1. INSTALL ALL PURLIN AND FLANGE BRACES (FB) AS SHOWN. 2. ROOF PANEL PROVIDES STRUCTURAL STABILITY TO THE BUILDING. 3. STRUT PURLINS, IF PROVIDED, MUST BE INSTALLED AND FASTENED TO ROOF SHEETING PER "PBR" PANEL ROOF DETAIL. 4. DO NOT ADD ANY ADDITIONAL ROOF OPENINGS WITHOUT BUILDING MANUFACTURER APPROVAL OR PROFESSIONAL ENGINEER APPROVAL. 5. DO NOT STACK SHEET BUNDLES ON ROOF. ONLY RAISE INDIVIDUAL SHEETS AS NEEDED. 6. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL SHAVINGS CAUSED BY DRILLING. 3'-1 3/4" ROOF FRAMING PLAN ISSUE DATE I DESCRIPTION BY CK'D DSN 0 1/31/17 1 FOR ERECTOR INSTALLATION PNR PNR TSK I C N W r� w I STAR BUILDING SYSTEMS A eoee,t,onC.co coR;.an, EXTENSION/CANOPY BOLTS ROOF PLAN PART LENGTH MARK QUAN TYPE EB -2 W CBS375 4 A325 EB -3 W/CBS375 EB -3 4 * A325 EB -4 W CBS375 1/16" 4 A325 W1OX12 4'-7 15/16" DIA LENGTH 12 134 1/2 11 1 3/4" 1/2" 1 3/4" MEMBER TABLE ROOF PLAN MARK PART LENGTH EB -1 1OF25C14 6— 1 1 2 EB -2 W10X12 4'-9 1/16" EB -3 W1OX12 4'-9 1/16" EB -4 W1OX12 4'-7 15/16" EB -5 1OF25C14 6'-1 1 2" P-1 1 OX25Z 14 38'-1 1/2" P-2 1OX25714 38'-1 1/2" E-1 1 OES2L14 28'-2" E-2 1 OX35C 12 34' 11 1/2" E-3 1OES21-14 5-5 7/8" CB -2 1/2" DIA. ROD 34'-3" CB -3 1/2" DIA. ROD 34'-0" CB -4 1 2" DIA. ROD 34'-2" CONNECTION PLATES ROOF PLAN ❑ ID MARK PART 1 di 2 d2 3 HC -3 PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE ?.RTE BY 8600 SOUTH 1-35 SERVICE ROAD OKLAHOMA CITY, OK 73149 (800)-879-7828 PROJECT: LEVI ROBBER CUSTOMER: ROBBER ENTERPRISES INC OWNER: RICH KELLEY LOCATION: OROVILLE, CA 95965-9637 US CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE 1/31/17 N.T.S. 1 a 15—B-65490 E1 0 Feb 05, 2017 I C) �w W O U I � o n - CN Cn Li O O In, (D U I � CD rill N C/-) 11 O O A 0 I GENERAL NOTES: 1. INSTALL ALL PURLIN AND FLANGE BRACES (FB) AS SHOWN. 2. ROOF PANEL PROVIDES STRUCTURAL STABILITY TO THE BUILDING. 3. STRUT PURLINS, IF PROVIDED, MUST BE INSTALLED AND FASTENED TO ROOF SHEETING PER "PBR" PANEL ROOF DETAIL. 4. DO NOT ADD ANY ADDITIONAL ROOF OPENINGS WITHOUT BUILDING MANUFACTURER APPROVAL OR PROFESSIONAL ENGINEER APPROVAL. 5. DO NOT STACK SHEET BUNDLES ON ROOF. ONLY RAISE INDIVIDUAL SHEETS AS NEEDED. 6. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL SHAVINGS CAUSED BY DRILLING. 0 I N N 5'_0„ �1 N N N N 30'-0" 60'-0" OUT—TO—OUT OF STEEL n2 30'-0" ROOF SHEETING PLAN PANELS: 26 Gauge PBR — Galvalume ISSUE DATE I DESCRIPTION BY CK'D DSN 0 1/31/17 1 FOR ERECTOR INSTALLATION PNR PNR TSK -STAR op 111 PROJECT: LEVI ROSSER 3 5'-0" 0 I N N •• STAR BUILDING SYSTEMS A RobertsonCeco Company u C N W O U -C o N Cn iOLL- CD O Elf r� w 0 PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE BY 8600 SOUTH 1-35 SERVICE ROAD OKLAHOMA CITY, OK 73149 (800)-879-7828 CUSTOMER: ROBBER ENTERPRISES INC OWNER: RICH KELLEY LOCATION: OROVILLE, CA 95965-9637 US CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE 1/31/17 N.T.S. 1 n 15—B-65490 E2 0 Feb 05, 2017 Q0 I CD Q0 00 I 5'-0" Q 60'-0" OUT—TO—OUT OF STEEL 2 30'-0" 30'-O" 1,-2„ _) 5'-0" I I I RF1-1 RF2-1 RF3-1 GIRT 3'-1 3/4"j, 3'-1 3/4" SIDEWALL FRAMING: FRAME LINE A Q Q Q F1362—CL (Gutter with 1 downspouts) F1362—CR F1361—CL F2955—C, F1361—C Fl 361 17, ❑ I- F2961—C GENERAL NOTES: 1. INSTALL ALL GIRTS AND FLANGE BRACES (FB) AS SHOWN. 2. WALL PANEL PROVIDES STRUCTURAL STABILITY TO THE BUILDING. 3. OTHER THAN FOR WALK DOORS AND WINDOWS SHOWN ON THE CONTRACT, DO NOT ADD ADDITIONAL WALL OPENINGS WITHOUT APPROVAL OF BUILDING MANUFACTURER OR PROFESSIONAL ENGINEER. 4. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL SHAVINGS CAUSED BY DRILLING. F73 SIDEWALL SHEETING &TRIM: FRAME LINE A PANELS: 26 Gauge PBR — Light Stone MEMBER TABLE FRAME LINE A MARK PART LENGTH E-1 10ES2L14 28'-2" E-3 10ES2L14 4'-11 1/4" --.—Ecive, 1OX25Z14 Extension G-7 10X25Z14 11 33'—1 1/2 CB -1 1 /2" DIA. ROD 33'-8" _ 0 0 c I CXD GENERAL NOTES: 1. INSTALL ALL GIRTS AND FLANGE BRACES (FB) AS SHOWN. 2. WALL PANEL PROVIDES STRUCTURAL STABILITY TO THE BUILDING. 3. OTHER THAN FOR WALK DOORS AND WINDOWS SHOWN ON THE CONTRACT, DO NOT ADD ADDITIONAL WALL OPENINGS WITHOUT APPROVAL OF BUILDING MANUFACTURER OR PROFESSIONAL ENGINEER. 4. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL SHAVINGS CAUSED BY DRILLING. F73 SIDEWALL SHEETING &TRIM: FRAME LINE A PANELS: 26 Gauge PBR — Light Stone MEMBER TABLE FRAME LINE A MARK PART LENGTH E-1 10ES2L14 28'-2" E-3 10ES2L14 4'-11 1/4" G-6 1OX25Z14 33;-1 1/2" G-7 10X25Z14 11 33'—1 1/2 CB -1 1 /2" DIA. ROD 33'-8" PERMIT#! BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPI DANCE DATE BY ISSUE DATE DESCRIPTION BY CK'D I DSN 0 1/31/17 FOR ERECTOR INSTALLATION PNR PNR TSK A. STAR BUILDING SYSTEMS 8600 SOUTH I-35 SERVICE ROAD OKLAHOMA CITY, OK 73149 A RobertsonCeco Company (800)-879-7828 PROJECT: LEVI ROBBER CUSTOMER: ROBBER ENTERPRISES INC OWNER: RICH KELLEY LOCATION: OROVILLE, CA 95965-9637 US CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE 1/31/17 N.T.S. 1 A 15—B-65490 E3 .o Feb 05, 2017 ,w�12" 12 I. —0" 40'-0" OUT—TO--OUT OF STEEL A 18'— 0 Ill B �o 1 c 7 IIL G-4 G-4 C 22'-0" Ef? CTZi i M3 — 3 DH -1 r4fl 1 o d G-5 3 D 4 16'-0" —D —0, ENDWALL FRAMING: FRAME LINE 3 GENERAL NOTES: 1. INSTALL ALL GIRTS AND FLANGE BRACES (FB) AS SHOWN. 2. WALL PANEL PROVIDES STRUCTURAL STABILITY TO THE BUILDING. 3. OTHER THAN FOR WALK DOORS AND WINDOWS SHOWN ON THE CONTRACT, DO NOT ADD ADDITIONAL WALL OPENINGS WITHOUT APPROVAL OF BUILDING MANUFACTURER OR PROFESSIONAL ENGINEER. 4. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL SHAVINGS CAUSED BY DRILLING. 0„ 2" 12 ,ZT2" 12 F23] 9 —L BEARING FRAME ONLY! WASHER TO BE USED AT ENDWALL COLUMN TO ENDWALL RAFTER CONNECTION. USE ONE WASHER ON COLUMN SIDE. WASHER NOT NEEDED ON CLIP SIDE. BOLT TABLE FRAME LINE 3 LOCATION QUAN TYPE DIA LENGTH Columns Raf 8 A325 1/2" 1 1 4 Jamb 4 A325 1/2 1 1 /4" MEMBER TABLE FRAME LINE 3 MARK PART LENGTH EB -4 W10X12 4'-7 15/16" EC -1 W8X10 19'-11 9/16 DJ -3 8F35C12 20'-1 5/8 DJ -4 8F35C12 17'-5 5/8" DH -1 8F25C16 16'-0" G-2 8X25Z 16 2'-4 1/4" G-4 8X25214 161-93/4)' G-5 8X25Z 16 1'-10)9 CONNECTION PLATES FRAME LINE 3 ❑ ID MARK PART 1 Z1BX A B c 2 Z1AX 3 r1 4 SC -5 Fl 672—C 0 r v56F F5 -61-F 667 0 F73 ENDWALL SHEETING & TRIM: FRAME LINA S PANELS: 26 Gauge FER — Light Sone ISSUE DATE I DESCRIPTION BY CK'D DSN 0 1/31/17 1 FOR ERECTOR INSTALLATION PNR PNR TSK PROJECT: LEVI ROSSER STAR BUILDING SYSTEMS A RobertsonCeco Company 2" 12 F2379—R F 667—R PERMIT P BUTTE COUNTY DEVELOPMENT SERVICES VIEWED FOR CODE COMPUANCE )ATE__. BY 8600 SOUTH 1-35 SERVICE ROAD OKLAHOMA CITY, OK 73149 (800)-879-7828 CUSTOMER: ROBBER ENTERPRISES INC OWNER: RICH KELLEY LOCATION: OROVILLE, CA 95965-9637 US CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE 1/31/17 N.T.S. 1 a 15—B-65490 E6 0 Feb 05, 2017 SPLICE PLATE & BOLT TABLE Mark Qty Web Plate Mark Top Bot Int Type Dia Length Width Thick Length SP -1 4 4 0 A325 3/4" 2 1/4" 6" 5/8" — 1'9" SP -2 4 4 0 A325 3/4" 1 3/4" 6" 3/8" 1'-9" BASE PLATE TABLE Col Plate Size Mark Width Thick Length BP -1 6" 3/8" 9 1/2" %FLANGE BRACES: BOTH SIDES(UNLESS NOTED) FBxxA(1): xx=length(in) A — L2X2X14G co I r_1 �2" 12 3„ MEMBER TABLE Mark Web Depth Web Plate Outside Flange Inside Flange Start End Thick Len th W x Thk x Len th W x Thk x Len th RF1-1 9.0/14.0 0.134 120.0 5 x 1/4" x 206.7 5 x 1/4" x 192.2 14.0/17.0 0.156 89.6 5 x 1/4" x 27.8 RF1-2 14.0/14.0 0.156 216.1 5 x 1/4" x 213.7 5 x 1/4" x 213.7 RF1-3 14.0/14.0 0.156 216.1 5 x 1 4" x 213.7 5 x 1 A11 x 213.7 F675—C 4" Galvalume 26 @ 3,_g 7/A6 gauge PgR' S VSc 1 @ 3'—g 7 16„ �- F86` 1 WISC 1 „ � �g32.3A � _6 2 Fg32.3A FB6-1 3 0 Fg32.3A 1} _ FB32.3,q 1 FB32.3A FB32A T1 N .31) F032. 3A U3 c\ U3 )2 Cl- -2 II Z R� 1--2 RF1-3 Eg P-1 3'-0" GENERAL NOTES: 1. ALL BOLTED JOINTS WITH A325M-09 TYPE 1 BOLTS GREATER THAN 1/2 11 DIAMETER ARE SPECIFIED AS PRETENSIONED JOINTS IN ACCORDANCE WITH THE "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS, JUNE 30, 2004". PRETENSIONING CAN BE ACCOMPLISHED BY USING THE TURN—OF—NUT METHOD OF TIGHTENING, CALIBRATED WRENCH, TWIST OFF TYPE TENSION CONTROL BOLTS OR DIRECT TENSION INDICATOR AS ACCEPTABLE TO THE INSPECTING AGENCY AND BUILDING OFFICIAL. INSTALLATION INSPECTION REQUIREMENTS FOR PRE—TENSIONED JOINTS (SPECIFICATION FOR STRUCTURAL JOINTS SECTION 9.2) USING TURN—OF—NUT METHOD IS SUGGESTED. THE CONNECTIONS ON THIS PROJECT ARE NOT SLIP CLITICAL. 2. ALL FIELD CONNECTIONS OF SECONDARY FRAMING SHALL BE BOLTED WITH A325 BOLTS. 3. INSTALL ALL FLANGE BRACES ON COLUMN AND RAFTER AS SHOWN LL_ A '-5 112 2 Bolts Unless Noted on Erection Drawings 2'— 4" Purlin / Girt Clip SC1 Shop Welded M -- O II 'XI � P Flange Brace Clip SC -2 ,,See hoc Shop Welded �o 0 All Bolts are 112" x 1 1/4 22 A325 Without Washers FB6 Flanqe Brace Detail 00111 U �z CV n� _I W � J 35-4 112 1) CLEARANCE +1— 40'-0" OUT -TO -OUT OF STEEL FGAIVIE CROSS SECTION: FRAME LINE 1 i 1'-5 1 /2" Dim 3'-0 2„ 2 „ 12 E13 Z 0 Q Ln M I 0 1/4 $1 3'-0" CD I r� PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE Comp IANCE DATE BY SSUE DATE DESCRIPTION BY I CK'D DSN 0 1/31/17 FOR ERECTOR INSTALLATION PNR PNR TSK STAR BUILDING SYSTEMS 8600 SOUTH I-35 SERVICE ROAD A RobertsonCeco Company OKLAHOMA CITY, OK 73149 (800)-879-7828 PROJECT: LEVI ROBBER CUSTOMER: ROBBER ENTERPRISES INC OWNER: RICH KELLEY LOCATION: OROVILLE, CA 95965-9637 US CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE 1/31/17 N.T.S. 1 a 15-8-65490 E7 0 Feb 05, 2017 SPLICE PLATE & BOLT TABLE Mark Qty Web Plate Mark Top Bot Int Type Dia Length Width Thick Length SP -1 4 4 0 A325 3/4" 2 1 /4" 6" 5/8" 1 '-11 11SP-2 W x Thk x Length 4 4 0 A325 3/4" 2" 6" 1/2)1 1'-11 " BASE PLATE TABLE Col Plate Size Mark Width Thick Length BP -1 6" 3/8" 9 1 /2" FLANGE BRACES: BOTH SIDES(UNLESS NOTED) FBxxA(1): xx=length(in) A — L2X2X 14G GENERAL. NOTES: �2" 12 3„ _E_� r� Gouge PBR, Ga1va`ume 26 n 1 /2 @3� } g 11 5 F675—C V-411 d- �833.3A F1333.3A�1 � FB33 3A(1) MEMBER TABLE Mark Web Depth Web Plate Outside Flange Inside Flange Start End Thick Length W x Thk x Length W x Thk x Length RF2-1 9.0 14.1 0.134 120.0 5 x 1/4" x 206.7 5 x 1/4" x 190.2 14.1 /17.0 0.156 89.6 5 x 1/4" x 27.8 R172-2 16.016.0 0.156 216.3 5x1 4"x213.6 5x1/4"x213.6 22—g 3/4„ 5 @ 3'—g16„ 3" 3'-0" 1. ALL BOLTED JOINTS WITH A325M-09 TYPE 1 BOLTS GREATER THAN 112 j) DIAMETER ARE SPECIFIED AS PRETENSIONED JOINTS IN ACCORDANCE WITH THE "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS, JUNE 30, 2004". PRETENSIONING CAN BE ACCOMPLISHED BY USING THE TURN—OF—NUT METHOD OF TIGHTENING, CALIBRATED WRENCH, TWIST OFF TYPE TENSION CONTROL BOLTS OR DIRECT TENSION INDICATOR AS ACCEPTABLE TO THE INSPECTING AGENCY AND BUILDING OFFICIAL. INSTALLATION INSPECTION REQUIREMENTS FOR PRE—TENSIONED JOINTS (SPECIFICATION FOR STRUCTURAL JOINTS SECTION 9.2) USING TURN—OF—NUT METHOD IS SUGGESTED. THE CONNECTIONS ON THIS PROJECT ARE NOT SLIP CLITICAL. 2. ALL FIELD CONNECTIONS OF SECONDARY FRAMING SHALL BE BOLTED WITH A325 BOLTS. 3. INSTALL ALL FLANGE BRACES ON COLUMN AND RAFTER AS SHOWN 1'-5 1 /2" 35'-4 1 2" CLEARANCE +/- 40'-0" OUT—TO—OUT OF STEEI FRAME CROSS SECTION: FRAME LINO 2 1'-5 1 /2" SSUE DATE DESCRIPTION BY I CK'D DSN A• STAR BUILDING SYSTEMS 0 1/31/17 FOR ERECTOR INSTALLATION PNR PNR TSK A RabertsonCeco Company 10 1 /4" 3'-0" 2" 12 PERMIT # BUTTE COUNTY pEVELOPMENT SERVICES REVIEWED FOR DATE CODE COMPLIANCE BY 8600 SOUTH 1-35 SERVICE ROAD OKLAHOMA CITY, OK 73149 (800)-879-7828 PROJECT: LEVI ROBBER CUSTOMER: ROBBER ENTERPRISES INC OWNER: RICH KELLEY LOCATION: OROVILLE, CA 95965-9637 US CAD DATE SCALE PHASE BUILDING ID JOB NUMBER 1/31/17 N.T.S. 1 a 15—B-65490 SHEEP NUMBER ISSUE E8 0 Feb 05, 2017 SPLICE PLATE & BOLT TABLE Mark Web Depth Mark Qty Top Bot Int Type Dia Length Width Thick Length SP -1 SP -2 4 4 4 0 4 0 A325 3/4" A325 3/4" 2 1/4 1 3/4" 6" 5/8" 1'-7" 6" 3/8" 1'-7" 120.0 5 x 1/4" x 206.7 5 x 1/4" x 193.8 12.7/15.0 BASE PLATE TABLE Col Mark Plate Size Width Thick Length BP -1 6" 3/8" 9 1/2" '%FLANGE BRACES: BOTH SIDES(UNLESS NOTED) FBxxA(1): xx=length(in) A — L2X2X 14G .10 MEMBER TABLE Mark Web Depth Web Plate Outside Flange Inside Flange Start End Thick Length 0 W x Thk x Length W x Thk x Len th RF3-1 9.0/12.7 0.134 120.0 5 x 1/4" x 206.7 5 x 1/4" x 193.8 12.7/15.0 0.156 89.2 5 x 1/4" x 25.8 RF3-2 12.0/12.0 0.134 217.8 5 x 1/4" x 215.8 5 x 1/4" x 215.8 RF3-3 12.0/12.0 0.134 217.8 5 x 1/4 11 x 215.8 5 x 1/4 $) x 215.8 F675—C 26 roue PgR,5 @31 W/Sc 5 @ 3'_g 6„ vg31.3A 1 F86-2 W�sc 1 1 ` F86-2 �2„ +0 1 2„ Fg31.3A o _o , 12 3 FB31.3A 1 FB31 0 U3 N _2 Cn 00 N M LL Q M LL_ 10 1/4 3'-0" - P-1 n co Li -+- 0o LLJ � z Ln � w U 1'-3 1/2 )) 2'— 4" 2 Bolts Unless Noted on Erection Drawings Purlin / Girt Clip SC1 Shop Welded ----- ------ - ------------ rO --- I r_ O� C) 'S Flange Brace Clip SC -2 Shop Welded All Bolts are 1/2" x 1 1/4" A325 Without Washers FB6 Flange Brace Detail 6 ■ 35'-8 1/2" CLEARANCE +/- 40'-0" OUT -TO -OUT OF STEEL FRAME CROSS SECTIGN: FRAME IJNF 3 GENERAL NOTES: ISSUE I DATE 1. ALL BOLTED JOINTS WITH A325M-09 TYPE 1 BOLTS GREATER THAN 1/2" DIAMETER ARE 0 1/31/17 SPECIFIED AS PRETENSIONED JOINTS IN ACCORDANCE WITH THE "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS, JUNE 30, 2004". PRETENSIONING CAN BE ACCOMPLISHED BY USING THE TURN—OF—NUT METHOD OF TIGHTENING, CALIBRATED WRENCH, TWIST OFF TYPE TENSION CONTROL BOLTS OR DIRECT TENSION INDICATOR AS ACCEPTABLE TO THE INSPECTING AGENCY AND BUILDING OFFICIAL. INSTALLATION INSPECTION REQUIREMENTS FOR PRE—TENSIONED JOINTS (SPECIFICATION FOR STRUCTURAL JOINTS SECTION 9.2) USING TURN—OF—NUT METHOD IS SUGGESTED. THE CONNECTIONS ON THIS PROJECT ARE NOT SLIP CLITICAL. 2. ALL FIELD CONNECTIONS OF SECONDARY FRAMING SHALL BE BOLTED WITH A325 BOLTS. 3. INSTALL ALL FLANGE BRACES ON COLUMN AND RAFTER AS SHOWN DESCRIPTION FOR ERECTOR INSTALLATION BY CK'D DSN PNR PNR TSK S1rAR PROJECT: LEVI ROSSER FB31 3A 1 ,l 00 r� co w U z Q Of w J U n r� LL_ BP -1 1'-3 1 /2" 1 3" 3' -- 1/2„ EB -4 q N m STAR BUILDING SYSTEMS Ro:e,t;onC<c. Company CUSTOMER: ROBBER ENTERPRISES INC LOCATION: OROVILLE, CA 95965-9637 US CAD DATE SCALE 1/31/17 N.T.S. 10 1/4 3'-0" 2" 12 PEJ;MIT # 53UTCE COUNTY DEVEF SERVICES F�IWpMFOR (�ODE COMPLIANCE 8600 SOUTH 1-35 SERVICE ROAD OKLAHOMA CITY, OK 73149 (800)-879-7828 OWNER: RICH KELLEY PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE 1 a 15—B-65490 E9 0 Feb 05, 2017 save Purlin F A Steel Line �, (2)1/2 x1 1/4 (1) #113 A325 M. Bolts 1/4 1) (2) 1/2 x 1 1/4 VAti—Roll C i p A325 Bolts z 16�� Plate ------- ------------------ �—Rafter 0 0 Pur in, Clip RAI 0 0 0 1 2" 1. 2' 3/16 Plate of Rafter RIGID FRAME Rake Angle =____ ______________ RAFTER RIGID FRAME Purlin Clip O —Purlin Clip JAMB COORM R Purlin 3/16" Plate 3/16" Plate CONNECTION PLATE CO Anti—Roll Clip-Anti—Rollp Cli I + F PLATE Ri Rigid Frame Rafter g /ION O �O 3 16 " Plate O �O / 3 16 PlateUi 3 /1,6 3 Flange Brace As Required 3/16 3 3/16 3 JAMB ENDWALL COLUMN Cold Formed Rafter Main Frame Rafter „ 1/2 x 1 1/4 A325 Bolts (Typ.) (U.N.) Section A Section A T WA RIGID FRAME OAO ROOF PURLIN 0 ENDWALL R ANTI PURLIN ANTI—ROLL CLIP B,32 DOOR JAMB TO RAFTER B,34 END WALL RAFTER TO RAFTER SIDEWALL GIRT ENDWALL COLUMN RIGID Door Jamb FRAME ENDWALL COLUMN I - - _ COLUMN WELDED I e II II CLIP I II 10 e O O r� O O I II I I I I I� • e •-' \a��� � 0 0 10 01 - - - - - - J to • • = -r - - - - - - - - - r1 Sheeting ENDWALL ENDWALL GIRTS Clip SCE GIRT BASE PLATE 1/2 0 x 1 1 4" A325 BOLTS " 1 2 x 1 1/4" A325 Bolts / PLAN ELEVATION (�) =Refer To Anchor Bolt (Typ.) (U.N.) Plan C6 ENDWALL COLUMN TO WALL GIRT D16 CORNER COLUMN TO WALL GIRT E BASE PLATE FOR ENDWALL COLU M N E 5 BASE PLATE FOR DOOR JAMB PERMIT # BUTTE COUNTY DEVELOPMENT SERVICESREVIEWED FOR CODE COMPLIANCE DATE --_ ISSUE DATE DESCRIPTION BY CK'D DSN STAR BUILDING A SYSTEMS 8600 SOUTH 1-35 SERVICE ROAD 0 1/31/17 FOR ERECTOR INSTALLATION PNR PNR TSK ' OKLAHOMA CITY, OK 73149 A RobertsonCeco Company (800)-879-7828 Feb 05, 2017 PROJECT: LEVI ROSSER CUSTOMER: ROSSER ENTERPRISES INC OWNER: RICH KELLEY LOCATION: OROVILLE, CA 95965-9637 US 661574 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE �'T CiV11. �P 1/31/17 N.T.S. 1 OF CA��F�Q A 15—B-65490 DET1 0 Roof Purlin O 0 0 O Additional Flange Brace (As Required) �0 > RF Rafters 1/2 11 x 1 1/4 )1 A325 Bolts (Typ.) (U.N.) `— Flange Brace Flange Brace Clip G2 ROOF PURLIN TO INTERIOR FRAME RAFTER Welded Clip Door Jamb 1/2 1) x 1 1/4 1) A325 Bolts (Typ.) (U.N.) K3 WALL GIRT TO DOOR JAMB Girt RF Column > of Additional Flange Brace (As Required) ' 1/2" x 1 1/4" A325 Bolts (Typ.) (U.N.) Flange Brace Clip Flange Brace (As Required) Wall Girt H2 WALL GIRT TO RIGID FRAME COLUMN Door Header YY Vll.11.i�.l VII�.J 1/2 x 1 1/4 A325 Bolts (Typ.) (U.N.) M 3 DOOR HEADER TO DOOR JAMB Door Jamb Eave Strut 1/2 x 1 1/4 A325 Bolts (Typ.) (U.N.) Rigid Frame Column J 2 SAVE STRUT TO RIGID FRAME Similar cor for Rafter. Rigid Frame Column I IUL Insert Rod Through Slot in Web. Washer Then Assemble Hillside Washer, Flat Washer, and Nut. Q3 DIAGONAL ROD WF or Cee D ad } J er Nut 1/2 x 1 1/4 A325 Bolts (Typ.) (U.N.) Eave Strut Rigid Frame Column © II �\ II �\ II II J24 EAVE STRUT TO RIGID FRAME Rigid Frame Column Rigid Frame Column {) = Refer To Anchor Bolt Plan R2 ANCHOR BOLTS AT SIDEWALL COLUMNS BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE BY ISSUE DATE DESCRIPTION BY CK'D DSN A 0 1/31/17 FOR ERECTOR INSTALLATION PNR PNR TSK �+. STAR BUILDING SYSTEMS 8600 SOUTH I-35 SERVICE ROAD A RabertsonCeco Company OKLAHOMA CITY, OK 73149 (800)-879-7828 PROJECT: LEVI ROSSER CUSTOMER: ROBBER ENTERPRISES INC LOCATION: OROVILLE, CA 95965-9637 US CAD DATE SCALE 1/31/17 N.T.S. OWNER: RICH KELLEY PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE � a 15—B-65490 DET2 0 Feb 05, 2017 Top Flange Top Flange Q) Top Bolts — See Rigid Frame Top Bolts — See Rigid Frame Drawings For Size Drawings For Size PBR Panel Fastener #4A Web /» /„ Web PBR Wall Panel Fastener 17A 1 4 -14 x 7 8 Intermediate Bolts Intermediate Bolts 12-14 x 1-1/4" SD W/Washer SD W/Washer O (As Required) O O (As Required) 5"-7"-5" O.C. at 1'-8 O.C. See Rigid Frame Drawings For Size See Rigid Frame Drawings For Size Concrete Fastener 1/4"0 Minimum Steel Line OO OO o0 00 S-0 O.C. Maximum Field remove bearin 9 Bottom Bolts — See Rigid Frame Bottom Bolts — See Rigid Frame (Not by Metal Building Mfr.) leg as required Bottom Flange o o Drawings For Size Bottom Flange Drawings For Size Corner Trim PBR Panel OO OO O O 1-1 /4" d. F830 or F862 Steel Line and Panel Rib A. d LA'�' Note. Extension Beyond Flange Is y g Formed Base Trim Standard panel location for Start and End Optional, At Top & Bottom. F73 panels is � panel rib at steel line. Refer to erection Drawings for panel location and Corner Trim piece mark. BONS FOR RIGID FRAME RAFTER BONS FOR RIGID FRAME RAFTER U2 . U _ AT BUILDING PEAK TO COLUMN CONNECTION F73 Formed Base Trim Without Panel Recess Outside Corner Trim PBR Wall Panel TRIM 39 TRIM_186 Formed Base Trim SHT NPW02010 PBR Panel - Cascading Southern Standard and Southern Large Gutter PaCPR13003 Details DATE '10 00 Slimline Canopy - No Soffit Date Rev. Fastener #4 Ma 16 04 Fastener #17A 1/4"-14 x 7/8 LL Field Notch top flanges 12-14 x 1-1/4" SD W/Washer SD W/Washer 1'-0 O.C. Note "A" (Note; Notch out hem leg at Northern gutters) (1) Per Conn. At Each Purlin le SealerScrew must be installed through the Tape W506 Fastener #4 Sealer to ensure a water tight connection. 4-14 x 9" Tape Sealer HW506 LL SD W/Washer 6" Long Rake Trim ,y Out to out of concrete PBR Panel Northern F1667 (shown) Northern Large F1755 Fastener #17A F73 F73 "A" F73 `Z` Gutter Support 12-14 x 1-1/4" SD W/Washer a� a � U 0 0 0 o LL_ Fastener #4 -14 x " LL SD W/Washer Spacer Trim SD W/Washer Section A at 1'-o O.C. F2901 - 8" ��Member Fastener 3 �» F2914 _ 10 Member Rake Angle # F2927 12" Member RA1 12-14 x 1J" LL SD W/Washer 1�2 Gutter Support See Sheeting See Below Standard F893 (shown) Inside Panel Closure HW455 Large F3357 L Qu t with Continuous Tape Sealer Fastener #14 attached with (3) Fastener #4 a ;' HW506 top and bottom 2) 1 /4 bead runs 1 /8"0 X 3/16" " J-14 x J" LL SD W/Washer 4 of Tube Sealant 2" o.c. max. 1-1/4" Fastener #17A , 'AtlEave Gutter 12-14 x #1-1/41 (See Erection Drawings „A„ (For placement see details below) 0 for Spacing) (Profile varies, Northern F1361 Shown) SD W/Washer each purlin == - Rake Trim Rake Trim CD Note "A" --;- Fastener #4A Rake Sde Trim Eave Gutter (10)Fastener #14 (11)Fastener #1415 Standard F1308 (Shown) Fastener #14A required at la required at to 'r --� ' Large F1338 A0 „ q p q p 1/4 -14 x 7/8 Fastener #4A Dow SD W/Washer 1/4"-14 x 7/8" 5'— 0 O.C. � —" 1'-0 O.C. SD W/Washer Eave Trim Fastener #17A k'r_T_r �. -- �. Sta n d a rd 1'-o O.C. Alte rn ate F2955 I 12-14 x 1j" SD W/Washer -� -~ fi For roof runs of For roof runs � I 2'-0 O.C. tt t -- t t t 2» O.C. Max. , 1 max. 100 or less greater than 100 >> Fastener #14 Standard Northern A"o x F1308 F1361 Typical Spacing Note: For some special conditions the outside rib of the finish panel may fall 3'-0 O.C.short of the rake trim. Use the rake extension trim far this condition. Field Formed Base Trim Typical Layout Fastener #17A cut the rake trim and rake extension trim if required. Spacer Trim 12-14 x 11j" SD W/Washer 5/8 — 1" 1/4" Dia. Anchor (min.) HW1112 F2961 — 8" Member (Shown) �� 1'-0 O.C. Eave Gutter End Lap Installation Cascading Rake Trim — Purlin Extension — PBR Roof at 36" O.C. (min.) F2961 — 10 Member Northern and Northern Large — No Soffit not by Bldg Mfr. 4 Cascading Standard and Northern Gutter — PBR Roof TRIM g TRIM -271 N Fin. Flr. Eave Canopy Projection PERMIT 4 N v:o �.. a Fastener #14A BUTTE COUNTY DEVELOPMENT SERVICES 1/8 x 3/8, a -VIEWED FOR `D Concrete (2) Required CO COMPLIANCE 1 7/8" F73AZi F73 ISSUE DATE DESCRIPTION BY CK'D DSN by, Section A -Formed Base Trim Typical Outside Corner Application 0 1/31/17 FOR ERECTOR INSTALLATION PNR PNR TSK A STAR BUILDING SYSTEMS 8600 SOUTH 1-35 SERVICE ROAD A RobertsonCeco Company OKLAHOMA CITY, OK 73149 (800)-879-7828 Feb 05, 2017 PROJECT: LEVI ROSSERFESSjo CUSTOMER: ROSSER ENTERPRISES INC OWNER: RICH KELLEY LOCATION: OROVILLE, CA 95965-9637 US 061574 X CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE � cove 1/31/17 N.T.S. 1 A 15—B-65490 DET3 0 `°FcA�`F� Building Slab Formed Base Trim x 20'-0" (Typical) F73, square cut at both ends Edge of slab F73 Note: "A" 1. Use of sheeting Concrete is not Note: Opening F73 Field cope Bottom leg notch in � At inside recommended. Corners 2. Attachment of trim to Concrete is by others. 3. Formed base trim 20'-0" lengths cut as req d. is provided in (std.), field F73 .��� Out to out of Out to out of concrete Concrete Fastener #4 -14 x " LL SD W/Washer Spacer Trim SD W/Washer Section A at 1'-o O.C. F2901 - 8" ��Member Fastener 3 �» F2914 _ 10 Member Rake Angle # F2927 12" Member RA1 12-14 x 1J" LL SD W/Washer 1�2 Gutter Support See Sheeting See Below Standard F893 (shown) Inside Panel Closure HW455 Large F3357 L Qu t with Continuous Tape Sealer Fastener #14 attached with (3) Fastener #4 a ;' HW506 top and bottom 2) 1 /4 bead runs 1 /8"0 X 3/16" " J-14 x J" LL SD W/Washer 4 of Tube Sealant 2" o.c. max. 1-1/4" Fastener #17A , 'AtlEave Gutter 12-14 x #1-1/41 (See Erection Drawings „A„ (For placement see details below) 0 for Spacing) (Profile varies, Northern F1361 Shown) SD W/Washer each purlin == - Rake Trim Rake Trim CD Note "A" --;- Fastener #4A Rake Sde Trim Eave Gutter (10)Fastener #14 (11)Fastener #1415 Standard F1308 (Shown) Fastener #14A required at la required at to 'r --� ' Large F1338 A0 „ q p q p 1/4 -14 x 7/8 Fastener #4A Dow SD W/Washer 1/4"-14 x 7/8" 5'— 0 O.C. � —" 1'-0 O.C. SD W/Washer Eave Trim Fastener #17A k'r_T_r �. -- �. Sta n d a rd 1'-o O.C. Alte rn ate F2955 I 12-14 x 1j" SD W/Washer -� -~ fi For roof runs of For roof runs � I 2'-0 O.C. tt t -- t t t 2» O.C. Max. , 1 max. 100 or less greater than 100 >> Fastener #14 Standard Northern A"o x F1308 F1361 Typical Spacing Note: For some special conditions the outside rib of the finish panel may fall 3'-0 O.C.short of the rake trim. Use the rake extension trim far this condition. Field Formed Base Trim Typical Layout Fastener #17A cut the rake trim and rake extension trim if required. Spacer Trim 12-14 x 11j" SD W/Washer 5/8 — 1" 1/4" Dia. Anchor (min.) HW1112 F2961 — 8" Member (Shown) �� 1'-0 O.C. Eave Gutter End Lap Installation Cascading Rake Trim — Purlin Extension — PBR Roof at 36" O.C. (min.) F2961 — 10 Member Northern and Northern Large — No Soffit not by Bldg Mfr. 4 Cascading Standard and Northern Gutter — PBR Roof TRIM g TRIM -271 N Fin. Flr. Eave Canopy Projection PERMIT 4 N v:o �.. a Fastener #14A BUTTE COUNTY DEVELOPMENT SERVICES 1/8 x 3/8, a -VIEWED FOR `D Concrete (2) Required CO COMPLIANCE 1 7/8" F73AZi F73 ISSUE DATE DESCRIPTION BY CK'D DSN by, Section A -Formed Base Trim Typical Outside Corner Application 0 1/31/17 FOR ERECTOR INSTALLATION PNR PNR TSK A STAR BUILDING SYSTEMS 8600 SOUTH 1-35 SERVICE ROAD A RobertsonCeco Company OKLAHOMA CITY, OK 73149 (800)-879-7828 Feb 05, 2017 PROJECT: LEVI ROSSERFESSjo CUSTOMER: ROSSER ENTERPRISES INC OWNER: RICH KELLEY LOCATION: OROVILLE, CA 95965-9637 US 061574 X CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE � cove 1/31/17 N.T.S. 1 A 15—B-65490 DET3 0 `°FcA�`F� (3) Fastener #4 1/4"-14 x 7/8" (Rake to Peak Box) Rake Trim Tape Sealer HW506 Peak Box — (See Erection Dwgs for Piece Marks) Fastener #4A- 1/4"-14 x 7/8" SD W/Washer at each panel rib '-.:• 1" Mio. 1" Min. Fastener #4 1/4"- 14 x 7/8" LL SD W/Washer at 1'-0 O.C. Roof Panel -\-Rake Angle Fastener #17A 12-14 x 1-1/4" SD W/Washer Outside Panel Closure up to 4:12 RS Piece Mark may vary dependent Trim Profile Std Jtd q Northern Northern Lq Cascading F1519 F1585 F1672 F1760 Classic F160 F4153 F381 F1024 Contoured F2219 F2285 F2372 F2460 Signature F916 F3853 F236 I F1018 Flashing profile may vary dependent upon project order. (7) Fastener #14 Attachment as illustrated are applicable for all profiles. required at lap Peak Box Detail — PBR Roof TRIM 547 -Fastener #4 Fastener #4 PBR Roof J-14 x �" LL SD W/Washer 2 14 x " LL Page CPR05010 Rake Trim End Lap Installation -14" Wall Panel SD W/Washer (4) Req'd at Lap Nov' TJ (4) Req'd at Lap $ $ 3/16"F1 Fastener #4 (Shown) F1361 R (Shown) J-14 x 9" LL SD W/Washer 362R 2" O.C. 3" O.C. max. (Trim Color, Fastener #4 i -1d .. 7„ t Northern for placement below) see details W/Washer op for all lor) )ead of Tube Sealant over Fastener #14 $„ 0 x T„ 2" O.C. max. (For placement see details below) " bead Tube Sealant Roof Panel Rake Trim (Profile varies, Standard Backside View of Lap F1516 shown) (6) Fastener #14 (9) Fastener #14 (7) Fastener #14 (10) Fastener #14 required at lap required at lap required at lap required at lap �, Wall Panel Fastener #4 -Fastener #4 Fastener #4 Fastener #4 J-14 x �" LL SD W/Washer 2 14 x " LL J-14 x Z g" LL SD W/Washer J-14 x �" LL SD W/Washer (4) Req'd at Lap SD W/Washer (4) Req'd at Lap (4) Req'd at Lap (4) Req'd at Lap $ $ 3/16"F1 $ (Shown) F1361 R (Shown) 2 O.C. max. 362R 2" O.C. max. t Standard t Standard Large t Northern t Northern Large F1516 F1581 F1667 F1755 Tape Sealer HW506 Mitered Rake Trim Northern F1 667L (Shown) F1 667R (Opposite) Northern Large F1755L (Shown) F1 755R (Opposite) Field Notch lip -Fastener #4 1/4"-14 x 7/8 LL SD W/Washer 3" O.C. max. (6 req'd, Trim Color) Rake End Cap F2379L (Shown) F2379R (Opposite) 1.) Apply Tube Sealant to End Cap bottom and side tabs. Install End Cap Cap 8-1/4" in from end of Gutter. Inspect after installing and seal any gaps with Tube Sealant. 2.) Attach Eave Gutter to Roof Panel locating end 1-1 /4" past face 1-1 /4" of Panel or Trim. (See Gutter Placement) 3.) Align edges of Eave Gutter and Rake Trim and attach Rake Steel Face of Panel Trim as shown. Apply Tube Sealant along edges to seal. Line JvAL or Trim 4.) See Eave and Rake Construction Details included with Erection Drawings for attachment of Eave Gutter and Rake Trim to Roof Gutter Placement and Walls. Low Eave Rake Corner with Eave Gutter Cascading Northern and Northern Large — PBR Roof TRIM -505 Projection Gutter (Shape May Vary) Overhang LY�rYA•) 12 , -7 —1 1�_Max. Offset -� F323 Downspout Offset Fastener #14 F323 1/8" x 3/16" Pop Rivet (Typical) Downspout Field Cut From F320 Offset F322 F3_0 Downspout Strap HW -2993 Gutter (Shape May Vary) / Overhang `-Fastener #14 1/8" x 3/16" Pop Rivet Eave Canopy Downspout Detail TRIM 111 ISSUE DATE DESCRIPTION 0 1/31/17 FOR ERECTOR INSTALLATION Steel Line OPEN SIDE — 1/4 19 RAI Rake Angle Purlin Mark 8" F94 10 J Field Cut flush F57 �, Wall Panel ¢ -`"- with or Trim Face of Panel FastenerY,1Northern End CopMitered Downspout Northern Eave Gutter Fastener 1/8"0 x #14 „ 3/16 1/8"0 x 3/16"F1 Building Manufacturer (Shown) F1361 R (Shown) 2 O.C. max. 362R 2" O.C. max. F1 362L (Opposite) F1361 L (Opposite) (7) at Northern (11) at Northern Northern Large Northern Large (12) at Northern Large (18) at Northern Large F1409R (Shown) F1408R (Shown) F903, F1829 12-24 x 1-1/4” DP5 Main Frame F1409L (Opposite) F1408L (Opposite) Downspout Strap Field Notch lip— Gutter (F797, F81 1.) Apply Tube Sealant to End Cap bottom and side tabs. Install End Cap Cap 8-1/4" in from end of Gutter. Inspect after installing and seal any gaps with Tube Sealant. 2.) Attach Eave Gutter to Roof Panel locating end 1-1 /4" past face 1-1 /4" of Panel or Trim. (See Gutter Placement) 3.) Align edges of Eave Gutter and Rake Trim and attach Rake Steel Face of Panel Trim as shown. Apply Tube Sealant along edges to seal. Line JvAL or Trim 4.) See Eave and Rake Construction Details included with Erection Drawings for attachment of Eave Gutter and Rake Trim to Roof Gutter Placement and Walls. Low Eave Rake Corner with Eave Gutter Cascading Northern and Northern Large — PBR Roof TRIM -505 Projection Gutter (Shape May Vary) Overhang LY�rYA•) 12 , -7 —1 1�_Max. Offset -� F323 Downspout Offset Fastener #14 F323 1/8" x 3/16" Pop Rivet (Typical) Downspout Field Cut From F320 Offset F322 F3_0 Downspout Strap HW -2993 Gutter (Shape May Vary) / Overhang `-Fastener #14 1/8" x 3/16" Pop Rivet Eave Canopy Downspout Detail TRIM 111 ISSUE DATE DESCRIPTION 0 1/31/17 FOR ERECTOR INSTALLATION Steel Line OPEN SIDE — 1/4 19 RAI Rake Angle Purlin Mark 8" F94 10 F56 12" F57 Partition Trim (See Chart) Wall Stitch Screw 1/4 $1— 14 x 7/8" at 12" O.C. Outside Panel Closure - ENCLOSED SECTION � Roof Panel EW Rafter Shape Will Vary RA1 Rake Angle Field Notch Between Purlins SECTION THRU RECESS FN DWALL OR PURLIN EXTENSION W/0 SOFFIT TRIM—54 Downspout F320 OR F�_' Downspout Sti F797 Fastener 4„ 1/2 Downspout Strap Attachment Detail 4" x 5" Roll -Form Stitch Screw BY CK'o osN PNR PNR TSK QD STAR BUILDING SYSTEMS A RobertsonCeco Company PROJECT: LEVI ROSSER Back Gutter (Shape May Vary) Bend VTob mm View 0 Bend Front DS Width -==:3 Note O O View Field Bevel Cut Top of Downspout Downspout DS Depth Downspout To Gutter Attachment Detail Refer to the building erection drawings for the location and spacing of the downspouts. 2. Locate all downspouts over a major panel rib if possable. 3. Make a cardboard template of the downspout shape . Place the template on the bottom of the gutter and trace the outline. Remove the template and draw a line from corner to corner, forming an "X" pattern. 4. Drill a whole at the center of the "X". Using tin snips, cut along the lines of the X only. Do not cut along the outside lines of the downspout square. 5. Bend each triangular tab down toward the ground, 90 Degrees to the bottom of the gutter. 6. Position the top of the downspout under the gutter. Make sure all four gutter tabs are on the inside of the downspout. 7. Install Fastener #14 through the downspout into the gutter tab. Only the two sides and the front of the downspout will receive fasteners. TRIM -98 8600 SOUTH 1-35 SERVICE ROAD OKLAHOMA CITY, OK 73149 (800)-879-7828 CUSTOMER: ROBBER ENTERPRISES INC OWNER: RICH KELLEY LOCATION: OROVILLE, CA 95965-9637 US CAD DATE SCALE PHASE BUILDING ID JOB NUMBER 1/31/17 N.T.S. 1 a 15—B-65490 PERMIT 0 BUTTE COUNTY DEVELOPMENT SERVICES EVIEWED FOR (_;0 COMPLIANCE IJATE-- BY SHEET NUMBER ISSUE DET4 0 Feb 05, 2017 Wall Stitch Screw (1) per F797 (2) per F81, F903, F1829 D7own -, �, Wall Panel (Varies) asene Downspout 1/8"0 x 3/16" Wall Panel Attachment (1) each side F797 (2) each side F81 Not provided by Metal F903 F1829 Building Manufacturer • d •° •• a . d • • .°' •4. • Q � i • ° . ° '4 .. y • • p. . Downspout Strap- (F797, F81 Masonry F1829, F903) Fastener #14,, 1/8„ 0 x 3/16 Masonry Wall Attachment (1) each side F797 (2) each side F81 t Fastener #55 F903, F1829 12-24 x 1-1/4” DP5 Main Frame Column Downspout Strap (F797, F81 F1829, F903) Fastener #14 1/8"0 x 3/16" (1) each side F797 Column Attachment (2) each side F81 F903, F1829 Downspout Strap Attachment to Wall TRIM 511 8600 SOUTH 1-35 SERVICE ROAD OKLAHOMA CITY, OK 73149 (800)-879-7828 CUSTOMER: ROBBER ENTERPRISES INC OWNER: RICH KELLEY LOCATION: OROVILLE, CA 95965-9637 US CAD DATE SCALE PHASE BUILDING ID JOB NUMBER 1/31/17 N.T.S. 1 a 15—B-65490 PERMIT 0 BUTTE COUNTY DEVELOPMENT SERVICES EVIEWED FOR (_;0 COMPLIANCE IJATE-- BY SHEET NUMBER ISSUE DET4 0 Feb 05, 2017 12" 12" 12" Stitch Screw Tope -Seal 9 112 9 1 2" 9 112 1 /4-14 x 7/8" 7" 5" 7" 5" 7" At 20 O.C. 7„ 5„ 7„ 5" 7„ A 12 12" 12 A B A 2 1/2 12" 12 2 112 2 11200 " 2 1 /200" 2 1/2 " 12" 12" a> >> g- — B PBA77/ AVP Panel "PBR" Panel "PBU" Panel Detail "A" Member Screw 12-14 x 1 1/4"SD FSheetingDirection"PBR" Panel 12" O.C. at Each MemberBearin Le PBU" Panel Bearing Leg _ Detail i I "A" 9 g All Roof Members Except As Noted Below Member Screws Extended Leg 4"+ IJP13A" Panel Stitch Screw1414„ 12 —14 x 1 1/4 Roof Panel Stitch Screw 1/4-14 x 7/8" 12 12 12 at 5, 7 5 1/4-14 x 7/8" _ Sheeting Direction SD, at 20" O.C. Sheeting Direction SD, at 20 Two Continuous Layers O.C. Sheeting Direction HW507 Ta 2 112 „ 7„ 5" 7„ 5" 7 / „ 2 1 2" pe Sea ®= At Base, Rake, Eave, and Mid Span End Laps Roof Purlin 6" 6" 6" 6" 6" 6" Pane A 12" 12" 12" 12 12 12 A B ©= At Intermediate Member, B Sheeting" Direction Detail A "RVPBR" Panel and at optional Liner Panel "RVPBU" Panel At Eave Strut, Panel End Lap, and Peak Purlin Section Thru Panel End Laps Fastener location for Panel At Wall a9 >> Fastener Location for PBR Roof Panel TRIM -174 TRIM -1 75 Flush Canopy - At Eave - Welded Clip PPF05030-X Flush Canopy - At Eave - Welded Clip PPF05032-X Fastener #4 Date Rei. End Frame -setback 4" or Greater Data '11 Ra00 1/4-14 x 7/8 LL SD Expansion Ridge Flashing Standard Grade Interior Column - By -Pass Girt Feb'11 00 W/ Washer at 6 O.C. F675 Roof Panel CANOPY PURLIN EAVE STRUT "PBR" CANOPY PURLIN (WHEN REQUIRED) CANOPY RAFTER (WHEN REQUIRED) EAVE STRUT EAVE CANOPY RAFTER CHANNEL 1" Tape Sealer HW506 EAVE Q% Top and Bottom CHANNEL Fastener #3 SPACER PLATE'7yY 12-14 x 1-1/4" LL CBS375 98 SD W Washer 3 DETAIL AT WALL LIN P CI Description Fastener Number Application pp 1/4"-14 x 7/8" 4A Stitch & Trim Screw 12-14 x 1 1/4 17A Member Screw 12-14 x 1 1/2" 17B Member Screw 12-14 x 2" 28 Member Screw Note: Standard details call for 1 1/4" fasteners as member screws by default. E er osure RIGID FRAME SPACER PLATE CPURLIN RAFTER rid Member screws May be go Long Life CBS375A O �� o� Metal Closure 1 1/4 1 1 /2" or 2" EAVE STRUT RAFTER ° e 011-y Setback DETAIL AT WALL LINE ° ® �0 --w—Panel Extension CANOPY PURLIN Roof Panel Beyond Purlin Web (WHEN REQUIRED) "PBR" Fastener #4 EAVE STRUT � 1 4-14 x 7/8" LL SD Fastener x# 8„ W Washer (8) Per Side CANOPY PURLIN 411 ° F675 / LL SD WHEN REQUIRED ° ( ) 1 » W/ Washer (16) Required F • TOP AND BOTTOM 6 p (1) Fastener #12A %S 12-14 x 1" P.H. DP3 2 Runs 1/4" Bead Tube Sealant Description Fastener Number Application 1/4 — 14 x 7/8" 4 Stitch & Trim Screw 12-14 x 1 1/4 3 Member Screw 12-14 x 1 1/2 3A Member Screw 12-14 x 2" 58 Member Screw , , depending on insulation, application, or customer request. CANOPY CANOPY CAP RAFTER CHANNEL F675 ® 1 /2„ 1/4$) S EAVE RIGID FRAME CHANNEL RIGID FRAME COLUMN 2" Lap Section A .9 °B RAFTER TOP AND BOTTOM WI Fastener 1" P.H? 14Di Ridge Detail — PBR Roof Self—Drilling Screw Application ® NOTES: AOR REQUIRED LL BOLTS TO BENGTH REFERS TO GRIP For 6:12 Roof Slope TRIM -79 v SCRW1 RIGID FRAME TABLE ON CUSTOM ERECTION DRAWINGS. COLUMN PERMIT# EAVE BUTTE COUNTY DEVELOPMENT SERVICES CANOPY RAFTER CONNECTIONS AND STIFFENERS DEPICTED WILL VARY PER DESIGN REQUIREMENTS. REVIEWED � DATE CHANNEL CODE COMPLIANCE ISSUE DATE DESCRIPTION BY CK'D DSN Am STAR BUILDING SYSTEMS 8600 SOUTH 1-35 SERVICE ROAD NOTES: ALL BOLTS TO BE UNLESS NOTED. 0 1/31/17 FOR ERECTOR INSTALLATION PNR PNR TSK FOR REQUIRED LENGTH REFER TO GRIP OKLAHOMA CITY, OK 73149 TABLE ON CUSTOM ERECTION DRAWINGS. fr"ilk A RobertsonCeco Company (800)-879-7828 CANOPY RAFTER CONNECTIONS AND STIFFENERS DEPICTED Feb 05, 2017 WILL VARY PER DESIGN REQUIREMENTS. PROJECT: LEVI ROSSER go�EsstQ,�, CUSTOMER: ROSSER ENTERPRISES INC OWNER: RICH KELLEY ` D. LOCATION: OROVILLE, CA 95965-9637 US 069574 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE ' C)Vi1.- 1/31/17 N.T.S. 1 A 15-13-65490 DET5 0 �OFCA`NF T{ F 10'-0"i 10,4, Note: Bend end skirt gutter assembly to follow exact roof slope. Sealant ?7 This detail is for your convenience only. Ridge vents are not covered under weather tightness warranties. The building manufacturer does not recommend the use of a ridge ventilator on roof systems over 200' in width or with a roof slope less than 1:12 or greater than 6:12. Ridge Vent Installation DRAWING NO. PBR Panel GPR12012 Vent Die Formed Ridge Cap F52 (5:12 Max) End Skirt Gutter * Not by Bldg. Mfr. Die Formed Ridge r nn F52 (G PBR Roof Panel Outside Closure HW456 with Tape Sealant top and bottom Endcap 6:1 5:12 4:12 3:12 42:2 End Cap Modification Detail End cap is factory cut for 1:12 roof slope Field cut end cap for slopes greater than 1:12. (6)Fastener #14 1/8 x 3/16 Pop Rivet VI �U�UIVI End Skirt Gutter (2) are included w/ each vent, by vent manufacturer 4 Gap End Cap Skirt Detail Damper Position Pull Bar Link Rod— Pull Bar_4" Gap Pull Bar Connection Detail Install the first vent in a continuous run and attach in place with closer, sealer and end cap skirts installed. (note direction of pull). Position the second vent in line with the first and leave a gap between the two approximately 4". Reach under the second vent and grasp the pull bar link rod. Pull the link rod toward the pull bar of the first vent and insert the rod into the end of the pull bar. Secure with washer and hairpin clip supplied. Push the second vent toward the first untill the endcaps butt together. As the second vent moves toward the first, the damper will rise to assume the some position as the first vent. Install closures under the second vent and position third vent in line and repeat the above process until) all vents in the continuous run are installed. The number of vents that can be linked together is controlled by the type of opening operator. This detail is for your convenience only. Ridge vents are not covered under weather tightness warranties. The building manufacturer does not recommend the use of a ridge ventilator on roof systems over 200' in width or with a roof slope less than 1:12 or greater than 6:12. Ridge Vent to Ridge Vent Installation DRAWING NO. PBR Panel GPR12015 n - - -C `'titch Screw 14 x 7/8" 0. C. 9" OR 12" X 10'-0" RIDGE VENTILATOR FOR "PBR" ROOF SYSTEM Member Screw 4x NS2) VU %­) I U %­ vIV,.)UI,, I IrY456 with Tape Sealant top and bottom ,d for roof slo 2:12 3:12 4:12 5:12 6:12 Scribe Line End Cap Turn ventilator over and place gently on its top. Note that the end cap is pre—formed for a 1:12 roof pitch. The five bench mark dots represent 2:12, 3:12, 4:12, 5:12 and 6:12 roof pitches. Draw a line between indicated corners and the appropriate dot for the roof pitch. Cut and remove that portion of the end cap. On 5:12 and 6:12 roof pitches see vent manufacturer's special instructions for the installation of the vent skirt. The end cap is now ready to recieve the end skirt. End Skirt Gutter (6 Fastener #14 1 8 x 3/16" Pop Rivet End Cap (6) Fast 1 8 x Pop RIVE Position end skirt onto end cap. Be sure the down—turned angle of the end skirt is inside of and up against the end cap. Attach end skirt to ventilator end cap with Fastener #14 in six places. This detail is for your convenience only. Ridge vents are not covered under weather tightness warranties. The building manufacturer does not recommend the use of a ridge ventilator on roof systems over 200' in width or with a roof slope less than 1:12 or greater than 6:12. Ridge Vent Installation DRAWING NO. PBR Panel GPR12016 ISSUE DATE I DESCRIPTION BY CK'D DSN 0 1/31/17 1 FOR ERECTOR INSTALLATION PNR PNR TSK —STAR PROJECT: LEVI ROSSER Cable Clamp — Pulley with Eyebolt Attached Cable Clamp Pulley Eyebolt STAR BUILDING SYSTEMS A RobertsonCeco Company Vent Operator Attachment with Sidewall Cable Assembly Vent * Not By Metal Bldg Manufacturer Up to 2 Vents may be linked Using Vent Operator HW722 * Support Angle Pulley with Eyebolt Attached 8600 SOUTH 1-35 SERVICE ROAD OKLAHOMA CITY, OK 73149 (800)-879-7828 CUSTOMER: ROBBER ENTERPRISES INC OWNER: RICH KELLEY LOCATION: OROVILLE, CA 95965-9637 US CAD DATE SCALE PHASE BUILDING ID JOB NUMBER 1/31/17 N.T.S. 1 n 15—B-65490 Page GPR12100 Date Rev. Dec'121 001 Eave Strut PERMIT €t BUTTE COUNTY DEVELOPMENT SERVICES �jj W�V'$EWE � FOR :_�Q7F BY SHEET NUMBER ISSUE DE -6 0 Feb 05, 2017 =. PBR Wall Panel - Three Sided Framed Opening Trim Installation with Field Notch Panel at Head Trim PW07022 PBR Wall Panel - Three Sided Framed Opening Field Notch Panel at Head Trim F—PW07023- PBR Wall Panel - Three Sided Framed Opening Trim Installation with Field Notch and Bend Tabs at Head Trim FPW07024 ff201 12-24 x 12 PBR Wall Panel - Three Sided Framed Opening Field Notch and Bend Tabs at Head Trim PW07025 Note: Trim Installation can be done by Field Notch Panel as shown on PW07022 & PW07023 OR with Field Notch and Bend Tabs at Head Trim as shown on PW07024 & PW07025, See F, U/UZ/ Tor Jamb Note: Trim Installation can be done by Field Notch Panel as shown on PW07022 & PW07023 OR with Field Notch and Bend Tabs at Head Trim as shown on PW07024 & PW07025. " Note: Trim Installation can be done by Field Notch Panel as shown on PW07022 & PW0702� OR with Field Notch and Bend Tabs at Head Trim as shown on PW07024 & PW07025. Pancake DP5 at 20" O.C. at Note: Trim Installation can be done by Field Notch Panel cs shown on PW07022 & PW07023 OR with Field Notch and Bend Tabs at Head Trim as shown on PW07024 & PW07025. Opening Width + 6" (+1" Lop when req'd) I - Opening Width + 6" (+1" Lop when req'd) Opening Width + 6" (+1" Lop when req'd) I Opening Width + 6" (+1" Lap when req'd) Field Cut 3 Opening Width and Remove Opening Width + 3" See PW07023 Head Trim F481 | 11, 8c PW07027 | 'z Opening Width See* Field Cut '� PN07D�7 | | P�O7O25 -\ Rernoinder and \ | � 1 U Remove ' ' ' ' ^ ' ' ' ' '- ^ ' ' ^ ' ' ^ ^ ,_-^---- .21 Li A *Opening Width + 3" *Opening Width Head Trim F481 * � °Nj� h��' Field measure Width Opening �th ond out Head Trim to | ~~- required length. �7j ff201 12-24 x 12 See F, U/UZ/ Tor Jamb " Pancake DP5 at 20" O.C. at Head Trim F481 Trim field cut detail Front View-------' Hot Rolled 1" Lop with (2) Fasteners End View Opening Width Jamb Trim F482 or Alternate F484 C: See Note: Panel position is shown with #14 A" x 4" Pop Rivet Fastener #1 4A x Pop Note: All trim is to be Note: Field measure Opening Width Note: All trim is to be Panel Rib and Opening on V-0 module. Rivet at 20" O.C. at Cold Form installed BEFORE blanket insulation is applied to walls. and Height before making and adjust cut dimensions field cuts accordingly. and HYV540 Caulking Rib may vary Width and depending on location. Field Note: All trim is to be Note: Field measure Opening Widt OR Fastener #207 12-24 x 1111 insulation is applied to walls measure before cutting Panel and Trim. installed BEFORE blanket and Height before making field cuts Pancake IDP5 at 20" O.C. at � insulation is applied 0 For "Optional" Hot Rolled Opening Width 3" Opening Width 3" Field notch Panel (D Fastener #14A x A" Pop Rivet Channel Closure Trim at Head Trim 3: at 20" O.C. at Cold Form see PW07028 ORc DATE BY ISSUE DAT DESCRIPTION BY CK'D DSN o 0 Fastener #207 12-24 x FOR ERECTOR INSTALLATION PNR PNR TSK STAR BUILDING SYSTEMS 8600 SOUTH 1-35 SERVICE ROAD OKLAHOMA CITY, OK 73149 m A RobertsonCeco Pcnccke DP5 at 20" O.C. at (800)-879-7828 STANDARD FRAMED OPENING DETAILS (PBR WALL PANEL) it iti:i PROJECT: LEVI ROSSER +c� --Hot Feb 05, 2017 Rolledn CUSTOMER: ROSSER ENTERPRISES INC OWNER: RICH KELLEY -' LOCATION: OROVILLE, CA 95965-9637 US C61574 M DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE = + .. .,;.. '... _ f , 41 �c 1" = �. B « y 4-1u� ° Pop Rivet Typ at ''°"" ''"'' '4"' f Jamb Trim F482 Jamb Trim F482 Head & Jamb Trim / m | || || | |lk ith HW540 ~~ or Alternate F484 or Alternate F484 Field �c - required. - ' Cr 0� field out detail '= c ~ c�| ( || || | | �c c» See � �� �� � � �� -' c Jamb Trim -� � D or Alternate F484 Fastener x pop -� \- Field cut Panel ' Rivet at 20^ D.C. at Cold Form | | | U OR || nmxA+k .21 Li A *Opening Width + 3" *Opening Width Head Trim F481 * � °Nj� h��' Field measure Width Opening �th ond out Head Trim to | ~~- required length. �7j ff201 12-24 x 12 See F, U/UZ/ Tor Jamb Pancake DP5 at 20" O.C. at Trim field cut detail Hot Rolled Opening Width Jamb Trim F482 or Alternate F484 C: Note: Panel position is shown with Fastener #1 4A x Pop Li A *Opening Width + 3" *Opening Width Head Trim F481 * � °Nj� h��' Field measure Width Opening �th ond out Head Trim to | ~~- required length. �7j ff201 12-24 x 12 See F, U/UZ/ Tor Jamb * � °Nj� h��' Field measure Width Opening �th ond out Head Trim to | ~~- required length. �7j Opening Width ea I rim r4c I See Field Notch and Bend Front View\/ / , 1~ Lop with (�� Fasteners �I���iew Trim. Attach See End Cut OetoU-PW07030 11" Tab behind Jamb/ ` ' #14 A" x J" Pop Rivet Fastener #14 J" xand HVV54O Caulking Fastener #14A A" x 3" Pop Rivet Pop Rivet. See11" O i Width at 20" O.C. at Cold Form 0 installed BEFORE blanket OR remove back leg insulation is applied to walls Fastener #207 12-24 x li" Pancake DP5 at 20" O.C. at Bend 11" Tab Hot Rolled down 90 degrees Note: Panel position is shown with Panel Rib and Opening on V-0 module. // C/1 Location of Rib may vary depending on Field Cut -a PW07025 for details. Do not cut or Note: All trim is to beBead of HW540 Tube Caulking--"Z�the Opening Width and location. Field from Header to Floor (see section) 0 measure before cutting Panel and Trim. L 1 Lop with (2) End Cut Detall and RemoveJamb Trim F482 Jamb Trim F482 Fasteners #14 1,, (V?ewed from top of Hood Tr�Trim)or Alternate F484 or Alternate F484 8x TriTrim1�" Opening Width� J" Pop Rivet Typ at Head & Jamb when required. Field notch as required. Field o-- Bend `^ -- See behind Jamb Trim. Attach with ... .. PWO7029 Fastener #14 x 3" Pop Rivet Channel Closure Trimsee nn - Finw ish Floor Line » Mood |r/F481 ff201 12-24 x 12 See F, U/UZ/ Tor Jamb Pancake DP5 at 20" O.C. at Trim field cut detail Hot Rolled Opening Width Jamb Trim F482 or Alternate F484 C: Note: Panel position is shown with Fastener #1 4A x Pop Note: All trim is to be Note: Field measure Opening Width Note: All trim is to be Panel Rib and Opening on V-0 module. Rivet at 20" O.C. at Cold Form installed BEFORE blanket insulation is applied to walls. and Height before making and adjust cut dimensions field cuts accordingly. installed BEFORE blanket Location of the Opening Rib may vary Width and depending on location. Field Note: All trim is to be Note: Field measure Opening Widt OR Fastener #207 12-24 x 1111 insulation is applied to walls measure before cutting Panel and Trim. installed BEFORE blanket and Height before making field cuts Pancake IDP5 at 20" O.C. at insulation is applied to walls. and adjust cut dimensions accordingly. Hot Rolled Field cut Panel BUTTE --OUNTY DEVELOPMENT SERVICES CODE COMPLIANCE - DATE BY ISSUE DAT DESCRIPTION BY CK'D DSN ff201 12-24 x 12 See F, U/UZ/ Tor Jamb Pancake DP5 at 20" O.C. at Trim field cut detail Hot Rolled Opening Width Jamb Trim F482 or Alternate F484 C: Note: Panel position is shown with Fastener #1 4A x Pop Note: All trim is to be Note: Field measure Opening Width Note: All trim is to be Panel Rib and Opening on V-0 module. Rivet at 20" O.C. at Cold Form installed BEFORE blanket insulation is applied to walls. and Height before making and adjust cut dimensions field cuts accordingly. installed BEFORE blanket Location of the Opening Rib may vary Width and depending on location. Field Note: All trim is to be Note: Field measure Opening Widt OR Fastener #207 12-24 x 1111 insulation is applied to walls measure before cutting Panel and Trim. installed BEFORE blanket and Height before making field cuts Pancake IDP5 at 20" O.C. at insulation is applied to walls. and adjust cut dimensions accordingly. Hot Rolled Field cut Panel BUTTE --OUNTY DEVELOPMENT SERVICES CODE COMPLIANCE - DATE BY ISSUE DAT DESCRIPTION BY CK'D DSN 0 1/31/17 FOR ERECTOR INSTALLATION PNR PNR TSK STAR BUILDING SYSTEMS 8600 SOUTH 1-35 SERVICE ROAD OKLAHOMA CITY, OK 73149 A RobertsonCeco Company (800)-879-7828 STANDARD FRAMED OPENING DETAILS (PBR WALL PANEL) PROJECT: LEVI ROSSER Feb 05, 2017 CUSTOMER: ROSSER ENTERPRISES INC OWNER: RICH KELLEY LOCATION: OROVILLE, CA 95965-9637 US C61574 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE PBR Wall Panel - Three Sided Framed Opening PBR Wall Panel - Three Sided Framed Opening PBR Wall Panel - Three Sided Framed Opening PBR Wall Panel - Three Sided Framed Opening Jamb Trim Field Cut Details PW07027 "Optional" Channel Closure Trim PW07028 Jamb Trim Installation FPW07029 Head Trim Installation PW07030 48" 48, Opening Width + 7" (+1" Lap when req'd) 31" Opening Width 34" PBR Wall Panel 0 0 0 0 ° Jamb Trim F482 Alternate Jamb Trim F484 To View Jamb 1"� Cold Form shown ( Wall Member Screw ° Top View p Channel Closure Trim Fastener #14A e x s Pop Rivet Hot Rolled similar) 12-14 x _ at 5"-7"-5" Fastener 14A x Po Bat Cold 4$„ See at 20 O.C.OaRt Cold Form O.C. at Cold Form Rivet at 20" O.C. Form 38” 4" -� PW07030 Fastener #207 12-24 x 12 "Optional" 12-24 O.C. x _ at 5"-7"-5" at Hot Rolled OR„ Fastener 207 12-24 x 11" # z Pancake DP5 at 20 O.C. at Hot Rolled Channel Closure Trim Pancake DP5 at 20" O.C. at Field Cut and Remove Fastener #14A x J" Pop Rivet See PW07028 for details. Hot Rolled J at 20" O.C. at Cold Form OR ° Double Sided Tape" _ 41 Fastener #207 12-24 x 14" (Not by Bld'g Mfg) + 2' Q) E Pancake DP5 at 20" O.C. at Hot RolledHeader Blanket Insulation Bead of HW540 Tube Caulking (Header to Floor) Optional � Head Trim F481 Channel Closure Trim (Cold Form shown 1" Lap typ at Head �/ i i See PW0728 for details Hot Rolled similar) + Channel Closure Trim & Jamb when Cut and remove +, Q required. Field cut remainder of front fold -C, ° Channel Closure Trim ° to length if req'd + C: = and notch. 4 aw (2) Fasteners #14 0 See PBR Wall Panel Field Cut Wall Panel = C Side View at Head Trim 8" x is" Pop Rivet at lap Q o PW07029 Q o + Note: Terminate Blanket Insulation at capillary lip of Jamb Trim a� o .1 F — Opening Width Finish Floor Line + = 0) 1" Lap when required. ° ° Field flatten Trim leg when required 1 2 Field cut and notch as required. Finish Floor Line _� a 1" Field bend tab down 90 degrees Jamb Trim F482 (shown) °' = O 24" Field cut and remove Channel Closure Trim Piece Mark or Alternate Jamb Trim F484 F981 — 8" member E Channel Closure Trim F2994 — 84" member Q F2991 — 81" member 0 3" F2992 — 84" member V F982 — 10" member Finish Floor Line F2993 — 101" member 34" Field cut and remove F169 F2995 — 12" member — 124" member r Alternate Jamb Alternate Channel Closure Trim at Jambs Note: All trim be Trim F484 Profile Side View at Sill Trim installed BEFORE blanket Jamb Trim F482 and insulation is applied to walls. Note: Panel position is shown with Note: Field measure Opening Height Alternate Jamb Trim F484 Note: Field measure Opening Width Panel Rib and Opening on 1'-0 module. Note: All trim is to be Location of Rib may vary depending on Note: All trim is to be installed BEFORE blanket before making field cuts and adjust Front View and Height before making field cuts installed BEFORE blanket the Opening Width and location. Field PP insulation is applied to walls cut dimensions accordingly. Right Jamb Trim as shown g End Cut Detail and adjust cut dimensions accordingly. insulation is applied to walls. measure before cutting Panel and Trim. Left Jamb Trim opposite hand PERMIT BUTTE COUNTY DEVELOPMENT SERVICES REVIi�E�h��" FOR Jam". 1 CO�,.J` �.dOlNfd&�If"'iI\46JE DATE BY ISSUE DATE DESCRIPTION BY CK'D DSN STAR BUILDING SYSTEMS 8600 SOUTH 1-35 SERVICE ROAD 0 1/31/17 FOR ERECTOR INSTALLATION PNR PNR TSK OKLAHOMA CITY, OK 73149 A RobertsonCeco Company (800)-879-7828 STANDARD FRAMED OPENING DETAILS (PBR WALE PANEL) Feb 05, 2017 PROJECT: LEVI ROBBER vSfO�,q Q CONT. CUSTOMER: ROSSER ENTERPRISES INC TOWNER: RICH KELLEY,' LOCATION: OROVILLE, CA 95965-9637 US t C615741 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE c:vti�. FOFCA��Fa 1/31/17 N.T.S. 1 A 15—B-65490 DET8 0 Knock Down Walk Door With Jamb Extensions PagAC05131 PBR Wall Panel - Walk Door & Glass -Front Walk Door Pog PWO9022 PBR Wall Panel - Walk Door & Glass- Front Walk Door Po9 PW09023 PBR Wall Panel - Walk Door & Glass -Front Walk Door Pag PWO9024 With Low Girts Attached to Door Frame Trim Installation with Field Notch Panel at Head Trim Field Notch Panel at Head Trim Trim Installation with Field Notch and Bend Tabs at Head Trim Date ' Mar 16 Rev 02 �Ma '14 Rev. Date Rev. R�00 Ma '14 Rev. GirtB Jamb Extension SL & PW09023 & PW09023 Note: Trim Installation can be done by Field Notch Panel as shown on PW09022 Note: Trim Installation can be done by Field Notch Panel as shown on PW09022 Note: Trim Installation can be done by Field Notch Panel as shown on PW09022 & PW09023 (See AC05138) ro OR with Field Notch and Bend Tabs at Head Trim as shown on PW09024 & PW09025. OR with Field Notch and Bend Tabs at Head Trim as shown on PW09024 & PW09025. OR with Field Notch and Bend Tabs at Head Trim as shown on PW09024 & PW09025. See Note L Door Frame Jamb L o o Door Width + 61" (+ 1'-6 for each SideLite) o 0 Door Width + 6" (+ 1'-6 for each SideLite) Jamb �. Jamb o00 Extension �� Extension Fastener #12A l 1 4, C L � 1 � �„ Door Width + 3� (+ 1'-6 for each SideLite) 14" ,, c v � 14" Door Width + 3� (+ 1'-6 for each SideLite) „ 1 I 12-14 x 1" I Pancake SD 0 o j- L o See PW09023 Panel Rib L 0 °o c See PW09025 Door Frame Jamb W/O Washer C0 o L o o f & PW09027 Door Width + 3Y 0 1 � � �, L o o L o Li - & PW09027 Low Girt A (10 Req d) 'Ll l Walk Door Clip 0 c� � c(n o (+ 1'-6 for each SideLite) 1 o 0 � c5 0 1 v 3�,� ( WDCB WDC10 WDC12 0 0 Door Width i� N a c� 0 _ ►9 N a _ � (D ° 1 Jamb Extension Isometric Walk Door Angle WDA ( ) ° Door Width + 31" 1 (+ 1 -6 for each SideLite) 14 ° ;,,,�� ° — — — — g HW9582 HW9876 HW9877 (+ 1 -6 for each SideLite) See Detail B. Used to for for for Brace Strike Side of Door Head Trim F481 Door Width Field notch Panel at Head Trim Head Trim F481 See Field Bend Notch and 14" Tab Field cut 81" 101„ 12J" Jamb When low Girt at 4 4 Door Door Door PW09030 (+ 1 -6 for each SideLite) 1 PWO9030 behind Jamb Girt „ -4'-6'y Elevation 2 6 thru Frames F FramesF m s rames or P W09032 0 or PW09032 t a r' A t ch T im is o Present n t P nt L L 0 0 with Fastener astene Attachment t0 L 3 F astener 14A x # � $ 0 I 0 N cn 1 , Fastener 14A x # 8 Pop „ 1 4 x Rivet. See P R Co of b Concrete n Y Note: N o 0 P o Rivet at 20 O.C. P -a 0 - c� L o Po Rive P I et at 20" O.C. PWO 9025 for e r Metal Bldg. Mfr. „ h 9 1 'I If Girt has a 3 Flange field 2 9 0 0 0 0 0 d it . eta s ot Jamb e N ch m Extension L - ° 0 0 0 0 0 r- L ° o r lip. Channel to Clea Girt Do o - 0 Framing mI 90 not Notch Girt lip. Elevation P LnP 0 .0 f W 4 Bead o H 5 Tube Caulkin � 9 ------ — —I - � �n 0 I - .0 Bead f e Cau Ikin o HW54 Tub o _ from Header to Floor (see section) Head Trim F481 o 00 l `: Caulk these edges,:;. c � � o = _ from Header to Floor (see section) L o after installation. L Girt SL r Fastener 12A M� O o I — 0 0 Jamb Trim F482 Jamb Tri 482 J m F See PWO9027 l or J mb Trim f a l O 0 0 l M� N O N I a o 0 0 Tr' Trim F482 Jamb Trim F48 Jamb 2 Low Girt L t , , I o 4 r Optional F48 or Optional 484 o Oto IF P P o field detail f cut I 0 � — - c� 0 1 0 tional 4 4 iona 8 Optional or F8 orOt P P 0 Field c F cut at x a cake 12-14 1 Pancake l �0 c o Door Frame Jamb SD W/O Washer I l - L I _ I ( two at Each Girt n 0in r I 0 Flange) 4 Jamb Trim F482 0 0 l - See or Optional F484 P l I _ - c� See o 90 9 P WO 2 0 0 90 9 P WO 2 0 or PW09031 l I or PW09031 J Door Frame Door Frame I Fastener #14A x � Field cut Panel Jamb Header Pop Rivet at 20" O.C. Section B Finish Floor Line Finish Floor Line o° ° o Section A _1H— Fastener #12A Walk Door Clip 1" Door Width (+ 1'-6 for each SideLite) 1 1" Door Width (+ 1'-6 for each SideLite) 1" 12-14 x 1" Pancake (WDC8,WDC10,WDC12) SD W/O Washer � Door Width + 3J" (+ 1'-6 for each SideLite) Door Width + 31" (+ 1'-6 for each SideLite) (two per Each Side of (2) Fastener #113 Strike Side of Door Frame J-14 x 1j" SD W/O Washer Note: Panel position is shown with Jamb leg) Panel Rib and Door on 1'-0 module. Note: All trim is to be Note: Field measure Door Width and to be Note: Field measure Door Width WDA Note: All trim is to be Location of Rib may vary depending on Note: All trim is and Strike Side of Walk Door Angle installed BEFORE blanket Height before making field cuts and installed BEFORE blanket the Door Width and location. Field installed BEFORE blanket Height before making field cuts and Door Frame Jamb Detail B insulation is applied to walls. adjust cut dimensions accordingly, insulation is applied to walls. measure before cutting Panel and Trim. insulation is applied to walls. adjust cut dimensions accordingly. Pr-, 1IT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE BY ISSUE DATE DESCRIPTION BY CK'D DSN A STAR BUILDING SYSTEMS 8600 SOUTH 1-35 SERVICE ROAD 0 1/31/17 FOR ERECTOR INSTALLATION PNR PNR TSK ��►_�=� OKLAHOMA CITY, OK 73149 A RobertsonCeco Company (800)-879-7828 Feb 05, 2017 PROJECT: LEVI ROSSER go�ssro�� CUSTOMER: ROSSER ENTERPRISES INC OWNER: RICH KELLEY LOCATION: OROVILLE, CA 95965-9637 US C� - 061574 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE : c �'J' STANDARD WALK DOOR (KNOCK DOWN) WITH PBR WALL PANELS 1/31/17 N.T.S. 1 A 15-B-65490 DET9 0 CIVil. �TFOFCA�-'�� Page Page Page Page PW09032 PBR Wall Panel - Walk Door & Glass -Front Walk Door PWO9025 PBR Wall Panel -Walk Door &Glass -Front Walk Door PW09027 PBR Wall Panel -Knock Down Walk Door PW09031 PBR Wall Panel -Knock Down Walk Door Date Rev, Head Trim Installation DMar'15 Rev. Date Rev. Jamb Trim Installation Mar'15 02 Field Notch and Bend Tabs at Head Trim DDec'11 Re00 Jamb Trim Field Cut Details Dec'111 00 4 „ 48„ Note: Trim Installation can be done by Field Notch Panel as shown on PW09022 & PW09023 OR with Field Notch and Bend Tabs at Head Trim as shown on PW09024 & PW09025. Door Width + 6 (+ 1'-6 for each SideLite) HW54_ Girt PBR Wall Panel 1 J_" Door Width + 31" (+ 1'-6 for each SideLite) Head Trim F481 1 Urethane Tube Sealant 1 1s'1 J"O Bead Header to Floor Optional Jamb Trim F484 Jamb Trim F482 RA1 Sheeting Angle Fastener #17A Top View Top View From base to 7'-6" girt 12-14 x 1j" SD W/Washer Field notch at girt and base member, at 1'-0" O.C. o L 41" attach with (2) Fastener 12A 12-14 x 1" ° ° Pancake SD W/O Washer Fastener #17A 0 0 41 C: 3$" 2" at each member Walk Door Jamb 12-14 x 14 SD W/Washer 1„ „ o o ° Fastener #14A x Pop " " Fastener #14A 8 x 8 Pop Front View oo LL o t� Field Cut and Remove , (Profile may vary) at 5"-7 —5 O.C. End View o o I Rivet SS at 1'-8" O.C. Rivet SS at 1'-8" O.C. co See End Cut Detail Y U `� -2 o a Double Sided Tape 1 Opening Width 3" Walk Door (Not by Bld'g Mfg) Do not cut or Note: All trim is to be N M N I 2" Glass—Front Door remove back leg installed BEFORE blanket Blanket Insulation insulation is applied to walls - - „ $'I Bend 1 Tab Cut and remove 1 down 90 degrees Note: Panel position is shown with remainder of front fold Panel Rib and Door on 1'-0 module. Location of Rib may vary depending onHead Trim F481 Walk Door Header �— Field Cut the Door Width and location. Field and Remove measure before cutting Panel and Trim. Field Cut Wall Panel (Profile may vary) L PBR Wall Panel � � End Cut Detail o0 Panel Rib Side View at Head Trim 0 0 0° FD (Viewed from top of Head Trim) 3„ Door Width + 3" Note: Terminate Blanket Insulation o = 14 `n L- o at capillary lip of Jamb Trim � a Qoo � 1 '� Door Width -6 � o (+ 1'-6 for each SideLite) 1Door Width + 31 a Door Width (+ 1'-6 for each SideLite) �_ o Field flatten Trim leg when required o (+ 1'-6 for each SideLite) 1 ° I I +, 1" j Door Width + 3J" r r -t cn 0 1 82(shown) o J amb Trim F4 Tab Field Notch and Bend 1 0 FI 2 0 �— ; �— LL a Jamb Trim F484 r Optional - c� 0 0 i P id Jamb Trim At tac h w th behind o I 0 �kr Fastener ten er #14 x Pop Rivet � o o — I I 0 0 � 0 Finish is h Floor Line 0 — — — — — — — — ot T I I Finish Floor Line Head Trim F481 See PW09027 for Jamb o Optional Jamb Trim field cut detail I *J I Side View at Sill Trim o Trim F484 Jamb Trim F482 0l `' I Jamb Trim F482 and Note: Panel position is shown with Note: All trim is to be �, I Panel Rib and Door on 1 —0 module. or Optional F484 0 tional Jamb Trim F484 P 0 ore p be ib may vary depending endin on installed BEFORE blanket Hei ht bef II trim is to Location of R • Field measure Door Note: A Loc Y P 9 Note. 9 Y insulation is applied to walls. o I PP II I I I Front View � � making field cuts and adjust cut dimensions installed BEFORE blanket the Door Width and location. Field Fastener #14A g" x g" "� Field cut Panel accordingly so that Jamb Trim fits to Head Right Jamb Trim as shown insulation is applied to walls. measure before cutting Panel and Trim. Pop Rivet at 20" O.C. ( I Trim & at 1j" below Finish Floor Line. Left Jamb Trim opposite hand i� i PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES R 'I--- V I E "YVEH D FOR CODE C $`i FF)I_IANCE DATE BY— ISSUE DATE DESCRIPTION BY CK'D DSN STAR BUILDING SYSTE M S 8600 SOUTH 1-35 SERVICE ROAD 0 1/31/17 FOR ERECTOR INSTALLATION PNR PNR TSK � ; OKLAHOMA CITY, OK 73149 A RobertsonCeco Company (800)-879-7828 Feb 05, 2017 PROJECT: LEVI ROSSER e JRa sr©,I� CUSTOMER: ROSSER ENTERPRISES INC OWNER: RICH KELLEY r� LOCATION: OROVILLE, CA 95965-9637 US 061574 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE sir ciVIL �t1fi CAL�FO STANDARD WALK DOOR (KNOCK DOWN) WITH PBR WALL PANELS 1/31/17 N.T.S. 1 A 15-B-65490 DET10 0