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HomeMy WebLinkAbout3501 Bldg B W 18th St - Landfill Storage Facility - BuildingNew Address (per Roger Vess) 11 -24 -09 LANDFILL STORAGE FACILITY NEW ADDRESS: 3501 BLDG B W 18 ST LOCATION ID: 159542 OLD ADDRESS 3501 BLDG G W 18 ST VP BUILDINGS VARCO- PRUDEN scrfl— CITY OF PORT ANGELES Construction Plans The Issuance of this permit based upon these plans, specifi- cations and other data shall not prevent the building official from thereafter requiring the correction of errors in said plans, specifications and other data, or from preventing building operations being carried on thereunder when in violation of all codes and ordinances of this jurisdictio °‘1 Approval Date S I By erCTIVIY .Ni.• CD CD CC) CD C.� DRAWING TITLE Cover Sheet Notes Anchor Bolt Plan Primary Structural Secondary Structural Covering Special Drawings Standard Erection Details THE VP ENGINEER S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP DRAWING INDEX PAGES 1 2 3 4 8 9 13 14 18 19 20 26 ateo A-pbc, VP Buildings, Inc. 3200 Players Club Circn era TYPE FINAL DRWG'S F/ C 1 26 /38125 DRAWING RELEASE HISTORY DATE 102/09/2006 FOR CONSTRUCTION DESCRIPTION FILE !EXPIRES 12 23- D THIS DRAWING INCLUDING THE INFORMATION TIERED REMAINS THE PROPERTY OF VP BUILDINGS R IS PROVIDED SOLELY FOR ERECTING THE BUUDINO DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED. REPRODUCED OR SEP FOR ANY OTHER PURPOSE W ITHO T PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTO IS LELY RESPONSIBLE 0 ACCURATE. 0000 QUALITY WORKMANSHI IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIN DRAWING. DETALS REFERENCED N THIS DRAW NG ALL APPLICABLE VP BU LONGS ERECTION GUIDES, AND INDUSTRY TANDARDS PERTANI 0 PROPER ERECTION INCLUDING THE CORRECT USE OF TEMPORARY BRACING MATERIALS 3 PLATE WELDED SECTIONS COLD FORMED LIGHT GAGE SHAPES BRACE RODS HOT ROLLED MILL SHAPES HOLLOW STRUCTURAL SECTION (HSS) CLADDING A325 BOLT TIGHTENING REQUIREMENTS CODES AND LOADS 2/7/2006 GENERAL NOTES ASTM DESIGNATION A529, A572, A1011 SS A1011 SS A572 A36, A572, A529, A992 A500 A653, A792 IT IS THE RESPONSIBILITY OF THE ERECTOR TO INSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPROPRIATE REGULATIONS. THE FOLLOWING CRITERIA IS IN COMPLIANCE WITH THE LATEST SPECIFICATIONS, HOWEVER THE ERECTOR IS RESPONSIBLE TO VERIFY LOCAL AUTHORITY REQUIREMENTS. ALL CONNECTIONS MADE WITH A325 BOLTS MAY BE TIGHTENED TO THE 'SNUG TIGHT" CONDITION AS PERMITTED BY THE SPECIFICATION FOR STRUCTURAL JOINTS USING A325 OR A490 BOLTS (2000 ED.), UNLESS INDICATED AS "PRE TENSIONED" ELSEWHERE IN THESE DRAWINGS, OR AS INDICATED BELOW. PRE TENSION BOLTS ON PRIMARY FRAMING, BOLTED BRACING, AND STRUT CONNECTIONS IF LOCATED IN SEISMIC PERFORMANCE DESIGN CATEGORY D, E OR F (ZONE 3 OR 4). SEE CODES AND LOADS NOTES BELOW FOR SEISMIC DESIGN CATEGORY PRE TENSION BOLTS ON PRIMARY FRAMING, BOLTED BRACING, STRUTS AND CRANE RUNWAY CONNECTIONS IF BUILDING SUPPORTS A CRANE WITH A CAPACITY GREATER THAN 5 TONS. CONNECTIONS THAT SUPPORT RUNNING MACHINERY AND OTHER SOURCES OF IMPACT OR STRESS REVERSAL MUST BE PRE TENSIONED. ALL SLIP CRITICAL CONNECTIONS AS INDICATED IN THESE DRAWINGS WITH -SC DESIGNATION MUST BE PRE TENSIONED. SC TYPE CONNECTIONS MUST BE FREE OF PAINT OIL OR OTHER MATERIALS THAT REDUCE THE FRICTION AT CONTACT SURFACES. ALL M90 BOLTS MUST BE PRE TENSIONED WITH WASHERS UNDER TURNED ELEMENT SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS "SNUG TIGHTENED" EVEN IF ABOVE CONDITIONS EXIST UNLESS SPECIFICALLY NOTED OTHERWISE ON DETAILS. WASHERS ARE NOT REQUIRED FOR "SNUG-TIGHT CONNECTIONS. PRE TENSIONED CONNECTIONS TIGHTENED USING THE TURN -OF THE -NUT METHOD DO NOT REQUIRE WASHERS. WHEN MULTIPLE BUILDINGS ARE INVOLVED, SPECIFIC LOAD FACTORS FOR DIFFERING OCCUPANCIES, BUILDING DIMENSIONS, HEIGHTS, FRAMING SYSTEMS, ROOF SLOPES, ETC. MAY RESULT IN DIFFERENT LOAD APPLICATION FACTORS THAN INDICATED BELOW. SEE CALCULATIONS FOR FURTHER DETAILS. Building Code: 2003 International Building Code Staff Building: Building Use:Standard Occupancy Structure, Collateral Gravity: 7.00 psf (Not Including bldg wt) LIVE LOADS AND RAINFALL Live Load 20.00 psf (Reducible) Rainfall: 4.00 inches per hour SNOW LOAD Roof Snow: 25.00 psf, Flat Roof Snow: 25.00 psf Snow Exposure Category: 2 Partially Exposed Snow Importance: 1.000 Thermal Category (Factor): Heated (1.00) WIND LOAD Wind Speed: 100.00 mph, Wind Exposure: D Basic Wind Pressure: 22.42 psf Wind Importance Factor. 1.000, Ft= Topographic Factor. 1.0000 Wind Enclosure: Enclosed, 0.180 Note: If the building is designed as ENCLOSED, all windows, doors, skylights and other covered openings must be designed for the specified above wind loads EARTHQUAKE DESIGN DATA Lateral Force Resisting Systems using Equivalent Force Procedure Mapped Spectral Response Ss:124.10 D /Dg, S1:50.90 %g Seismic Hazard Use Group: Group 1 Seismic Per. o „ce I Design Category' D (See Bolt Tightening Note Above) Seismic Snow Load: 0.00 psf Seismic Importance: 1.000 Soil Profile Type: Very dense soil and soft rock (C, 3) Design Spectral Response Sds: 0.8273, Sd1. 0.4411 Ordinary Steel Moment Frames Frame Redundancy Factor.1.0000 Framing R- Factor. 3.5000, Frame Seismic Factor (CO 0 2364 Design Base Shear 0.2364 W Ordinary Steel Concentric Braced Frames Brace Redundancy Factor 1.0000 Bracing R- Factor. 3.5000, Brace Seismic Factor (Cs): 0.2364, Design Base Shear 0.2364 W VP BUILDINGS, INC. AISC CATG. MB CERTIFIED 7:28:56 COVER SHEET BUILDER CHG Building Systems, Inc. CUSTOMER ET Environmental LOCATIO Port Angeles, Washington PROJECT Port Angeles Transfer Station BULOERSPON 105.570 FILENAME CA0600160-01OE1.vpc GRADE 50 GRADE 55 GRADE 65 GRADE 36 KSI OR GRADE 50 GRADE B GRADE 50 CLASS 2 OR GRADE 80 FEB 1 5 20061 POGGE'rrlEYER DEOIGN GROUP VILDINGS VPC VERSIO 5.3c !JOB B CA0600160-01 DATE 10/4/2005 DRAWN I CECK AF GB PAGE 1 OF 26 BUILDER/CONTRACTOR RESPONSIBILITIES VP Buildings follows the guidelines as outlined in the AISC and MBMA Codes of Standard Practice. VP Buildings standard product specifications, design, fabrication, quality criteria shall govern all work unless stipulated otherwise in the contract documents. In case of discrepancies between VP Buildings structural plans and plans for other trades, VP Building structural plans shall govern. It is the responsibility of the Builder to obtain approvals and permits from all governing agencies and jurisdictions as required. Approval of VP Building drawings constitutes the builders acceptance of VP interpretation of the contract purchase order. Unless specific design criteria concerning interface design and details are furnished as part of the contract, VP Buildings design assumptions shall govern. VP engineers are not Project Engineers or Engineer of Record for the overall project. VP engineering supply sealed engineering design data and drawings for VP supplied material as part of the overall project for use by others to obtain permits, approvals, and coordinate with other trades. The Builder or NE firm are responsible for the overall project coordination, including coordination with appropriate inspection and testing agencies. All interface and/or compatibility of any materials not furnished by VP are to be considered and coordinated by the builder or A/E firm. CONSTRUCTION ERECTION RESPONSIBILITY The Builder is responsible for construction in strict accordance with VP Buildings' FOR CONSTRUCTION" drawings and all applicable product installation guides. VP is not responsible for work done from any other VP drawings that are not marked "FOR CONSTRUCTION" nor any drawings prepared by others. The Builder is responsible for accurate setting of anchor bolts 1/8" accuracy), erection of steel, and required alignment such that components are straight and plumb per MBMA Code of Standard Practice. Out of straightness for any member shall not exceed 1/300. The building erector shall be properly licensed and experienced in erecting metal building systems. The Builder is responsible for having knowledge of, and shall comply with, all OSHA requirements and all other governing site safety criteria. The builder is responsible for designing, supplying, locating and installing temporary supports and bracing during erection of the building. VP bracing is designed for code required loads after building completion and shall not be considered as adequate erection bracing. Se VP Builder Memo #BM-006. EXISTING STRUCTURES VP must be advised of any existing structure that is within 20 ft. of VP's building. Loadings of both buildings may be affected when adjacent buildings are within this distance. VP cannot be responsible for the design or loading of existing buildings. BRACING Tension brace rods work in pairs to balance forces caused by initial tensioning. Care must be taken while tightening brace rods so as not to cause accidental or misalignment of components. All rods must be installed loose and then tightened. Rods should not exhibit excessive sag. For long or heavy rods, or angles it may be necessary to support the rod at mid -bay by suspending it from a secondary member. Bracing for seismic or wind loading of objects or equipment that are not a part of the VP structure must be designed by a qualified professional to deliver lateral loads to primary frames and rod bracing salts. Equipment bracing and suspension connections must not impose torsion or minor axis loads, or cause local distortion in any VP components. VP accepts no responsibility for design or installation of bracing systems not furnished by VP FIELD WELDING All field welding shall be done at the direction of a design professional, and done in accordance with governing requirements (AWS in USA, CRIB in Canada) by welders qualified to perform the welding as directed by the applicable welding procedure specification (RIPS). A RIPS shall be prepared by the contractor for each welding variation specified. Unless otherwise approved, use E70ksi yield, low hydrogen electrodes. The contractor shall provide for any special welding inspection as required by code. DELIVERIES It is the responsibility of the builder to have adequate equipment available at the job site to unload trucks in a safe and timely manner. The Builder will be responsible for all retention charges from carriers as a result of job site unloading delays. Per VP Builder Memo #BM-001, claims for damage or losses MUST be noted on the Bill-of-Lading or delivery receipt and filed against the carrier by the consignee as per VP's Terms of Sales (F.O.B. Plant) under the Uniform Commercial Code. It is critical that damages or loss be noted on the Bill -of -Lading or you have little recourse with the carrier. Immediately upon delivery of material, material quantities are verified by the Builder against quantities billed on the shipping document. Neither the Manufacturer nor the carrier is responsible for material shortages against quantities billed on the shipping document if such shortages are not noted on the shipping documents upon delivery of material and acknowledged by the carriers agent, For materials concealed in bundles, boxes, or crates, shortages must be reported immediately upon unpacking. Should products get wet, bundled and crated materials must be unpacked and unbundled immediately to provide drainage of trapped moisture. SEALANTS Sealants shall be applied in strict accordance with VP details or weather tightness will be compromised. Sealant must be applied in temperatures and weather conditions consistent with labeling. Butyl Sealants Service Temperature Range (Degrees). Min -40F -40C); Max 200F (104C) Tape sealants Service Temperature Range (Degrees): Min -60F -50C); Max 212F (100C) INDEPENDENT MF77ANINES Independent mezzanines must be designed by a professional engineer The engineer must ensure that proper isolation from the VP building has been provided to avoid structural damage due to differential movements, or inadvertently apply loads to the VP structure. VP accepts no responsibility for the design of the independent mezzanine. FIRE CODE COMPLIANCE It is the responsibility of the project design professional and builder to comply with local fire code regulations including consideration of, but not limited to, building use and occupancy, all building construction materials, separation requirements, egress requirements, fire protection systems, etc. Builder shall advise VP of any special requirements to be furnished by VP SSR roof fire tested to ASTM E108- 93-Class A rating. VP steel roof systems are defined by IBC as Fire Class A roof assemblies (Sec 1505.2). VP SSR steel roof systems are available for FM Class 1 fire rating. UL 263 approved fire rated assemblies listed as Design No. P265, P268 and P516. FIELD MODIFICATIONS Modifications to this building from details and instructions contained on these drawings must be approved in writing by VP Building engineers, or other licensed structural engineer. This includes, but is not limited to, removal of roof or wall cladding, removing or moving any flange braces or rod braces, cutting of openings for doors, windows or RTU's, correction of fabrication errors, etc. The owner shall not impose loads to this structure beyond what is specified for this building in the contract documents. VP Buildings, Inc. accepts no responsibility for the consequences of any unauthorized additions, alterations, or added loads to this structure. Per VP Builder Memo #BM-001, if the builder intends to invoice VP Buildings for modifications in excess of $1000, the builder must notify VP Buildings immediately, and obtain a Work Authorization from VP Buildings prior to proceeding, All final claims must be submitted to VP Buildings with all supporting documentation within 30 days of the building completion. Claims submitted without work authorizations, or after 30 days will not be accepted. Correction of minor misfits, shimming and plumbing, moderate amount of reaming, drilling, chipping cutting and minor welding are considered by Code of Standard Practice to be part of erection are not subject to claim reimbursement. CONCRETE/MASONRY /CONVENTIONAL STUD WALLS The engineer responsible for the design of the wall system is responsible for coordinating with, or specifying to VP Buildings, any wall to steel compatibility issues such as drift and deflection compatibility, special base details, and wall to VP steel connections. All fasteners, sealant and counter flashing of wall systems are to be provided by contractor. PANELS Oil canning is an inherent characteristic of cold formed steel panels. It is the result of several factors that include induced stresses in the raw material delivered to VP fabrication methods, installation procedures, and post installation thermal forces. Thru fastened panels will exhibit some dimpling when installed, especially when insulation is installed between panels and secondary supports. Dimpling can be minimized by careful installation, taking care not to over drive fasteners. Roof rumble is a phenomenon that is caused by wind gusts lifting up on the roof panels and then springing back into place. All panels experience this action to some degree, especially with concealed clip panels such as SSR and SLR. Roof rumble noise may be minimized by providing a layer of blanket insulation between the panels and any hard support surface such as steel secondary members, substrates such as plywood, steel decking, or rigid board insulation. A minimum of 3 inch thick blanket is recommended over steel secondary members, or 2 inch over substrates. Oil canning, dimpling, and roof rumble do not affect the structural integrity or weather tightness of the panels and is not grounds for rejection of panels. The SSR/SLR joint detail is designed with an interlocking feature for ease of installation. However it is imperative that installed SSR/SLR panels be secured to the secondary structural members and properly seamed prior to departure from the job site each day. SKYLIGHTS VP's Tuflites and VP's domed skylight have been tested to support a 300 lb. load over a 1 sq. ft. area, as well as uniform gravity and uplift load test. Local building departments may require added fall restraint due to conditions that may affect the skylight structural integrity. It is the responsibility of the builder to determine and provide any added fall restraint under the skylight as may be required by your building department RAIN WATER RUNOFF Drainage systems must be designed by the project professional to comply with code requirements. VP is not responsible for drainage designs, overflow scuppers, down piping, etc. The project professional and contractor are responsible to ensure that primary drains and overflow devices such as scuppers and auxiliary drains are provided as required for the required rain intensity at the building perimeter and at valley conditions to prevent ponding. STEEL SHOP COAT The purpose of VP's shop coat is to provide protection for the steel members during transportation, during temporary job site storage and during erection. Standard shop formulation is not designed to perform as a finish coat when exposed to environmental conditions. Members shall be kept free of the ground and properly drained during job site storage. It is the Builder's responsibility to ensure that if a finish coat is being applied over VP shop coat that the painting contractor verifies compatibility between his finish coat and VP's shop coat. See VP Builder Memo #BM-001 #BM-002. THE VP ENGINEER S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED VP THE VP ENGINEER S SEAL DES NOT APPLY THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER FORMANCE REQU REMENTS SPECIFIED BY VP THIS DRAW !NO INCLUDING THE INFORMATION HEREON REMAINS THE PERTY OF VP LOIN IT IS OVIDED LEL FOR ERECTING THE B LOINS ESCRIBED IN THE APPLICABLE P RCNAS DER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPR VAL OF VP LDI THE GENERAL CONTRACTOR AND/OR EREDTO OLELY RESPONSI ACCURATE, 000 QUALITY WORKMANS N ERECTIN THIS O IN CONFORMANCE WITH THIS DRAWING. DET ILS REFERENCED IN THIS DRAW ALL APPLICABLE VP ERECTION GUIDES AND INDUSTRY TANDARDS PERTA 0 0 PROPER ERECT! INCLUDING THE CORRECT USE OF TEMPORARY BRAG VP BUILDINGS CERTIFICATIONS I AISC LAS CSA -A660 CRIB Los Angeles, CA Houston, TX Riverside, CA Clark Co. NV San Bemardino Co, CA vaaoama MB Cert. FA -377 PLANT SPECIFIC CERTIFICATIONS I California I Missouri I No. Carolina I MB Cert. I MB Cert. I I FA -240 I FA -388 I I VPBULO I I Div.1 I I I Div. 1 1 I I Type 1 Fab #SP02 -0028 Fab ID# 241 Fab ID# 121 ICC Evaluation Reports SSR Roof System #ER -5621 Panel Rib Roof and Wall #ER-4879 Vee Rib Wall #ER -4879 State of Florida Product Approval (Listed as VP Buildings) Dade Co. Product Certification SSR Roof NOA#03-0206.13; Panel Rib Roof NOA#02 -0123.08; Panel Rib Wall NOA#02- 04187.01; Vee Rib Wall NOA#01- 1128.05 Underwriter's Laboratory Approvals SSR Roof UL#TGKX -113; SSR Composite Roof Class 90- UL#TGKX -113A, SSR Roof w /Super Block Class 90- UL#TGKX -328; Panel Rib Roof UL Class 60- UL#TGKX -60; Panel Rib Roof UL Class 90- UL#TGKX -64; VP SLR/AEP SL Roof Class 90- UL#TGKX -60 Factory Mutual Approved Assemblies SSR Roof Systems are approved in various type applications and listed in FM Approval Guide. 24 Ga SSR (0.0227" Nominal), is available in Class 1-60, 1 -75, 1 -90. 22Ga SSR (0.0277" Nominal), is available in Class 1 -75, 1 -90- 1 -120. VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 REV! DATE I BY I SORIPTIO I I I NTS 2/7/2006 7:28:57 MB Cert FA -376 Wisconsin MB Cert FA-378 VPBUIO Div. 1 Div. 1 Mexico MB Cert. Approved FOR CONSTRUCTION Erection Notes IBUILDER CHG Building Systems, ystems, Inc. IDUSTOMER Environmental !LOCATION Port Angeles, Washington !PROJECT Port Angeles Transfer Station r'""" 105.570 FLLENAME CA0600160-01OE1.vpc P BUILDINGS VAROPPPoA81 VPC VER 5.3c JOBB CA0600160 -01 DATE 10/4/2005 DRAWN/CHECK AF GB PAGE 2 3 -4 1/4 1 7 7/8 Dimension Key 6" 152mm I I 4 2 1/2" I 121/2" 64mm 1 9 1 64mm F D1 (4)3/4 Dia A36 A Bolts Plate W =8 L. q II Elevation =100 0 E E N E C C 1 CONCRETE, GROUT ANCHOR BOLTS, AND ANY OTHER EMBEDDED ITEMS ARE TO BE FURNISHED BY OTHERS 2. ANCHOR BOLT DIAMETERS WERE DETERMINED BY ALLOWABLE SHEAR AND TENSION PER AISC SPECIFICATIONS (FY 36 KSI). ANCHOR BOLT LENGTH, EFFECTS OF EMBEDDED ANCHOR BOLT EDGE DIMENSIONS AND METHOD OF TRANSFERRING FORCES FROM ANCHOR BOLTS TO FOOTINGS ARE TO BE DETERMINED BY OTHERS. 3. DESIGN LOADS AND REACTIONS ARE FURNISHED IN THE REACTIONS REPORT 4. FOUNDATION MUST BE LEVEL, SQUARE AND SMOOTH. ANCHOR BOLTS MUST BE ACCURATELY PLACED AS SHOWN ON THIS DRAWINR OR STEEL WILL NOT FIT 2 1/2" b4mm N E N m 4 4. �y `Y 0 N Pe 121/2" bamm D2 (4)3/4 Dia A36 A Bolts Plate W=8 L. 4 1" Elevation =100 0 E m D1 D1 T THE VP ENGINEER SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER SEAL DOES OT APPLY TO THE PERF RMANCE OR DESIGN OF ANY OTHER ODUCT OR COMPONENT FURNISHED HY VP EXCEPT TO ANY DESIGN OR PER FORMANCE REQUIREMENTS SPECIFIED BY 10 —9 co O Z 2 1/2" (64mm) PROJECTION (U.O.N.) M TYPICAL ANCHOR BOLT PROJECTION BOTTOM OF COLUMN BASE PLATE ELEV 9 —2 3/4 17 —3 A_'3 —0" ANCHOR BOLT PLAN D2 D 2 1 f Finished Floor Elevation 100' -0" (Unless Noted Otherwise) THIS DRAWING, INCLUDING THE INFORMATION HEREON REMAINS THE PROPERTY OF VP B DING T LS P OVSTED S LELY FOR ERECTING HE BUR DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MO ED, REPRODUCED OR USED ANY OTHER PURPO E WITHOUT PRIOR WRITTEN APPROVAL OF VP DING 15 —0 TIE GENERAL CONTRACTOR AND/OR EIIEC IS LEL RESPONSIBLE FOR ACCURATE. OOD OUALTTY W OR"MA IN ERECTING THIS UILDING IN CONFORMANCE WITH THIS DRAWING. DETAILS REFERENCED IN THIS DRAW ING ALL APPLICABLE VP ERECTION GUIDES AND INDUSTRY TANDAROS PERTA 0 PROPER ERECTIO INCLUDIN THE CORRECT USE TEMPORARY BRACING 1 1/4" 32mm REV 1/2" (13mm) DIAMETER CONCRETE ANCHORS (NOT BY VP) L OPEN ING WIDTH I NOTE: 1 (25mm) PROJECTION ABOVE BOTTOM OF JAMB CLIP FRAMED OPENING DETAIL 4 D1 VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 DATE 2/7/2006 NTS 1 1/4" 32mm DESCRIPT 7:28:58 d w E ih E C7 w FOR CONSTRUCTION ANCHOR BOLT PLAN UM1DER CHG Building Systems, Inc. ('CUSTOMERET Environmental LLOCATION Port Angeles, Washington r0JECT Port Angeles Transfer Station IBUILOERSPOF 105.570 FLENAME CA0600160-01OE1 vpc TYPICAL COLUMN BASE PLATE DETAIL BOTTOM OF COLUMN BASE PLAT VPCVERSIO 5.3c 1 CA0600160 -01 DATE 10/4/2005 P BUILDINGS ORAWN'CHEC'' MN+ma"mI I AF GB PAGE 1 6 Dimension Key O N 1. USE 1/2 X 1 1/2 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. 1 0 0 CXO08 T CXOO7 10 —3 N O O N O O X f-0 a THE VP ENGINEER S SEAL APPLIES ONLY TO THE WORK PRODUCT OP VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP CX002 CX001 17 —3" C3 —0 4 PRIMARY AND ROOF BRACING PLAN CXO04 CX003 VP Ref Shane Name Staff Building THIS DRAWING. INCLUDING THE INFORMATION HEREON REMAINS THE PROPERTY OF VP BUILDING IT IS PROVIDED SOLELY FOR ERECTING THE BULLING DESCRIBED IN THE APPL (CABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED. REPRODUCED OR USED F ANY OTHER PURPOSE W ITHO PRIOR WRITTEN APPROVAL VP DING THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE. GOOD QUALITY W ORNMANSHIP IN ERECTING THIS DING El CONFORMANCE WITH THIS DRAWING. DETAILS REFERENCED IN THIS DRAW WO. ALL APPLICABLE VP ERECTION GUIDES AND INDUSTRY TANDARDS PERTAININ OPER ERECTIO INCLUDING THE CORRECT USE F TEMPORARY BRACING 14 —6 VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 REVI DATE 2/7/2006 I I DESCRIPT 1 CX007 CX008 FOR CONSTRUCTION PRIMARY AND ROOF BRACING PLAN IBUILDER CHG Building Systems, Inc. IDISTOMERET Environmental 'LOCATION Port Angeles, Washington !PROJECT Port Angeles Transfer Station l BDUDERs P05 105.570 7:28:59 FILERAME CA0600160 -010E1.vpc BUILDINGS VNH VPC VERSIO 5.3c OB B CAO600160 01 DATE 10/4/2005 DRAWN/CHECK AF GB PAGE 4 9 8 7 6 5 4 3 2 1 0 Frame Part CX007 RBX001 RBX001 CX008 12 2 2 4 2 1 2 3 4 9 5/8 2' -0 -6 On -7 13/16 -3 3/4 -5 1/4 -0 Dimension Key Member Schedule Mem Width 1 5" 2 5 3 5 4 5 Thick 1345 1345 1345 1345 Webthk Depthl 1345 8 1/2 1345 11 1345 11 1345 8 1/2 1 USE 1/2 X 1 1/2 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. rn Depth2 8 1/2 11 11 8 1/2 U fl Approx Lgth 9 1 9/16 11 10 3/8 11 -10 3/8 9 1 9/16 O THE VP ENGINEER S SEAL APPLIES NLY TO THE WORK PRODUCT OF VP AND DESIG AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENG NEER 5 SEAL DOES NOT APPLY TO THE PERFORMAN OR DESIGN ANY OTHER PRODUCT OR OMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER FORMANCE REQUIREMENTS SPECIFIED BY VP 0A325 Bolt Connection Plate Schedule Id Qty Bolt Bolt Plate Rows Rows Tension Washer Dia Length Thick Out In Bolt A 4 3/4 2 1/4 1/2 1 1 Yes Yes B 4 3/4 2" 3/8 1 1 Yes Yes 3 000 12 24 -0 1 2 _4 FRAME CROSS SECTION AT FRAME LINE(S) 1 VP Ref Shane Name Staff Buildino Wall 4 Frame 1 THIS DRAWING, INCLUDING THE INFORMATION HEREON RENA S THE PROPERTY OF VP BUI IT IS PROVIDED SOLELY R ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NO BE MODIFIED. REPRODUCED OR USED ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP B DING THE ENERAL CONTRAC R AND/OR ERECTO OLEL RESPON LE F ACCURATE, GOOD DUALITY WORNMANS P IN ERECTIN TNI MANNS IN CON ORNANCE WITH THIS DRAWING, DETAILS REFERENCED IN TNI DRAW ING ALL APPLICABLE VP ERECTION GUIDES D INDUSTRY TANDARDS PERTA NINO TO PROPER ERECTIO NCLUD THE CORRECT USE OF TEMPORARY BRAG 0 X 0 REVI ATE I I I 2/7/2006 Frame Clearances Horiz Clearance between members 1(CX001) and 4(CX002) 22 7 Vert Clearance at member 1(CX001) 8 3 Vert Clearance at member 4(CX002) 8 3 Finished Floor Elevation 100 0 (Unless Noted Otherwise) VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 FOR CONSTRUCTION DESCRIPTIO IBURDER CHG Building Systems, Inc. I I IG 15 TOMURET Environmental ILGDAnDN Port Angeles, Washington IP Port Angeles Transfer Station NTS I IBmLDERS PD5 105.570 7:29:01 I FILENANE CA0600160-010E1.vpc FRAME CROSS SECTION AT FRAME LINE(S) 1 JOB CA0600160-01 DATE 10/4/2005 DRAW N /CHECK AF GB PAGE 5 O Frame Member Schedule Part Mem Width Thick Webthk Depthl CX001 1 5 1345 1345 8 1/2 RBX002 2 5 1345 1345 11 RBX002 3 5 1345 1345 11 CX002 4 5 1345 1345 8 1/2 9 12 -9 8 2 5/8 7 2 2 -0" 6 4 -6 5 2 -0" 4 1 -7 13/16 3 2 -3 3/4 2 3 -5 1/4" 1 4 -0" U Dimension Key 1. USE 1/2 X 1 1/2 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER Depth2 8 1/2 11 11 8 1/2" fl Approx Lgth 9 1 9/16 11 -10 3/8 11 -10 3/8 9 1 9/16 0 0 THE VP ENGINEER S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER FORMANCE REQUIREMENTS SPECIFIED BY VP 0A325 Bolt Connection Id Qty Bolt Bolt Dia Length A 4 3/4" 2 1/4 B 6 3/4 2 24' -0 Plate Schedule Plate Thick 1/2 3/8 Rows Rows Tension Washer Out In Bolt 1 1 Yes Yes 1 2 Yes Yes 2 2 7 /26, FRAME CROSS SECTION AT FRAME LINE(S) 2 VP Ref Shaoe Name °taff Building Wall 4 2 THIS DRAW SIG, INCLUDING THE INFORMATION HEREON REMAINS THE PROPERTY OF VP BUILD GS. IT IS PROVIDED S LELY FOR ERECTING THE BUILD NO DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BU THE GENERAL CONTRACTOR AND/OR ERECTOR IS S RES ONSIBLE FOR ACCURATE. OOD DUALITY WORKMANSHIP IN ERECTING TNI BUIL 0 IN CON ORMANCE WITH THIS DRAWING. DETAILS REFERENCED IN THI DRAW we ALL APPLICABLE VP ERECTION GUIDES AND INDUSTRY TANDARDS PERTAIN N 0 PROPER ERECTIO INCLUDING THE CORRECT USE F TEMPORARY BRACING. 0 X 0 REVI DATE 2(7/2006 Frame Clearances Horiz Clearance between members 1(CX003) and 4(CX004) 22 7 Vert Clearance at member 1(CX003) 8 -3 Vert Clearance at member 4(CX004) 8 -3 Finished Floor Elevation 100 0 (Unless Noted Otherwise) tED VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 DESCRIPTIO FOR CONSTRUCTION (PROJECT Port Angeles Transfer Station BVILDER'e FOR 105.570 7:29:02 FILENAME CA0600160-010E1.vpc FRAME CROSS SECTION AT FRAME LINES) 2 UILDER CHG Building Systems, Inc. IC /OTOMER ET Environmental (LOCATION Port Angeles, Washington P BUILDINGS VA14A{TLfd VPC VEILING 5.3c JOB S CA0600160-01 DATE 10/4/2005 DRAWN/CHEOE AF GB PAGE 6, ()Frame Part CX003 RBX003 RBX003 CX004 9 12 9 8 2 5/8" 7 2 0? 2 -0" 6 4 -6 5 2 -0 4 1r -7 13/16" 3 2 -3 3/4" 2 3 -5 1/4" 1 4 -0 Dimension Key Member Schedule Mem Width Thick 1 5 1875 2 5 1345 3 5 1345 4 5 1875 Webthk Depthl 1345 8 1/2 1345 11 1345 11 1345 8 1/2 1. USE 1/2 X 1 1/2 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. O'I Depth2 8 1/2 11 11 8 1/2 M NJ Approx Lgth 9 1 9/16 11 10 3/8" 11 -10 3/8 9 1 9/16 THE VP ENGINEER S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER SEAL DOES NOT APPLY TO THE PE ORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT URNISHED BY VP EXCEPT TO ANY DESIGN OR PER FORMANCE REQUIREMENTS SPECIFIED BY VP Dia A 4 3/4 B 6 3/4 3 p00 9 1116 12 0A325 Bolt Connection Plate Schedule Id Qty Bolt Bolt Plate Rows Rows 12� Length 2 1/4 2 14 -0 Thick 1/2" 3/8 Out 1 1 In 1 2 Tension Washer Bolt Yes Yes Yes Yes FRAME CROSS SECTION AT FRAME LINE(S) 3 VP Ref. Shane Name Staff Buildinn Wall 4. Frame 3 THIS DRAW RIG INCLUDING 'ME INFORMATION HEREON REMAINS THE P PERTY OF VP ULDINO IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPL ICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED. REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDING THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPO SIDLE FOR ACCURATE, 0 DUALITY W ORKMANSHI ERECTING THIS MD O IN CON ORMANCE W RN THIS DRAWING, DETAILS REFERENCED PITHS DRAW WO, ALL APPLICABLE VP ERECTION GUIDES AND INDUSTRY STANDARDS PERTAINING PROPER ERECTION INCLUDING THE CORRECT USE OF TEMPORARY BRACING VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 REVI 1 n ATE 2!7/2006 Frame Clearances Horiz Clearance between members 1(CX005) and 4(CX006) 22 7 Vert Clearance at member 1(CX005) 8 3 Vert Clearance at member 4(CX006) 8 -3 Finished Floor Elevation 100 0 (Unless Noted Otherwise) I I I I I I I I NTS EN: C-43 SCRIPTO FOR CONSTRUCTION FRAME CROSS SECTION AT FRAME LINES) 3 P U1LDER CHG Building Systems, Inc. IDGBTOMER Environmental !LOCATION Port Angeles Washington r °JE Port Angeles Transfer Station IDUILDERS PO, 105.570 7:29:04 FILENAME CA0600160-010E1.vpc BUILDINGS WC VERSION 5.3c JOB, CA0600160-01 DATE 10/4/2005 DRAW N/CHEOL AF GB PAGE 7 0 Frame Member Schedule Part Mem Width Thick Webthk Depthl CX008 1 5 1345 1345 8 1/2 RBX001 2 5 1345 1345 11 RBX001 3 5 1345 1345 11 CX007 4 5 1345 1345 8 1/2 9 12 -9 8 2 5/8 7 2 2 -0 6 4 -6 5 2 -0 4 1 -7 13/16" 3 2 -3 3/4 2 3 -5 1/4 1 4 -0 Dimension Key 1 USE 1/2 X 1 1/2 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. CI Depth2 8 1/2 11 11 8 1/2 Approx Lgth 9 -1 9/16 11 -10 3/8 11 -10 3/8 9 -1 9/16 O THE VP ENGINEER S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER S SEAL DOES NOT APPLY TO THE PERFORMANCE OR ESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER FORMANCE REQUIREMENTS SPECIFIED BY VP 0A325 Bolt Connection Plate Schedule Id Qty Bolt Bolt Plate Dia A 4 3/4 B 4 3/4 0 1 3 00 12 Length 2 1/4 2 24' -0 Thick 1/2 3/8 Rows Out 1 1 Rows Tension Washer In Bolt 1 Yes Yes 1 Yes Yes 22 '9 7 1 6 FRAME CROSS SECTION AT FRAME LINE(S) 4 VP Ref. Shaoe Name Staff Building Wall 4 Frame 4 THIS DRAW ING, INCLUDING THE INFORMATION HEREON REMAINS THE PROPERTY OF VP UBDING IT IS ROWOED OLELY FOR ERECTING THE BU DING DESCRIBED W THE APPLICABLE PURCHASE ORDER MD SHALL NOT BE MODIFIED. REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL F VP HOLDINGS THE GENERAL CONTRACTOR AND/OR ERECTO IS SOLELY RES ONSIBLE FOR ACCURATE. G OOD QUALITY WORKMANSHIP W ERECTING THIS BUILDING IN CON ORMANCE WITH THIS DRAWING. DETAILS REFERENCED IN THIS DRAW WO ALL APPLICABLE VP ERECTION GUIDES AND INDUSTRY STANDARDS P AWING TO PROPER ERECTIO INCLUDIN THE DRRECT USED TEMPORARY B RACING N 0 X 0 VP Buildings. Inc. 3200 Players Club Circle Memphis TN 38125 REVI ATE 2/7/2006 I 1 I I I Frame Clearances Horiz Clearance between members 1(CX002) and 4(CX001) 22 7 Vert Clearance at member 1(CX002) 8 3 Vert Clearance at member 4(CX001) 8 -3 Finished Floor Elevation 100 -0 (Unless Noted Otherwise) NTS Cs7 FOR CONSTRUCTION ESCRIPTIO 1O"ILDER CHG Building Systems, Inc. ICISTOMER ET Environmental VOCATION Port Angeles, Washington IPROJEOT Port Angeles Transfer Station (BUILDERS PO. 105.570 7:29:05 FILENAME CA0600160 -010E1.vpc FRAME CROSS SECTION AT FRAME LINE(S) 4 VPC VERSI 5 JCA0600160-01 DATE 10/4/2005 DRAW W C HECK AF GB PAGE 8 Non -Std Secondary Part 001T1901015 002T1810215 003T1901015 004T1810215 Part Schedule Thick Depth O 0730 8 1/2 O 0730 8 1/2 O 0730 8 1/2 O 0730 8 1/2 SSR Fixed Clip Location 1 6 Dimension Key G Sag Angle Schedule Id Qty Mark No Spacing 1 16 SA2024(X ing) 2 0 See SED BRO9A5 for installation of X ing 1 UNLESS NOTED, USE 1/2 X 1 1/2 A -325 SNUG TIGHTENED BOLTS FOR PURLIN LAP PURLIN TO FRAME, FLANGE BRACE TO FRAME, AND FLANGE BRACE TO PURLIN CONNECTIONS. 2. WIND, FLANGE, AND PURLIN BRACING ARE AN INTEGRAL PART OF THE ROOF STRUCTURAL SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. REMOVAL OR ALTERATION OF ROOF BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. Lap 1 -6 1 6 1 6 1 6 C C 0 0' n 03T1011417- GI THE VP ENGINEER S SEAL APPLIES NLY TO THE WORK PRODUC OF AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP NGINEER S SEAL DOES OT APPLY TO THE PERFORMANCE OR DESIGN ANY OTHER PRODUCT OR COMPONEN FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER FORMANCE REQUIREMENT SPECIFIED BY VP 03T1011415(Typ 03T1011415(Typ 10 -3 n (2 5) GAC2340 01T1708417 004T181021L 004T181021.. 003T1901015(Typ 001T1901015(Typ 002T1810215 002T1810215 03T1011417' _01T1708417_ (2 5) GAC2340 17 -3 ?3 -0 ROOF SECONDARY PLAN VP Ref: Shane Name Staff Building_ THIS DRAWING INCLUDING THE INFORMATION HEREON REMAINS THE P OPERTY O VP BUDDING IT IS P GUIDED SOLELY FOR ERECTING THE BURRING SORTS IN TILE APPLICABLE PURCHASE ORDER AND HALL NOT BE MODIFIED. REPRODUCED OR USED Y OTHER PURPOSE WITHOUT PRIOR WRITTEN VAL OF VP B DPW THE GENERAL CONTRACTOR AND/O ERECTOR IS SOLELY SIDLE FOR ACCURATE. 0000 QUALITY WORKMANSHIP ECTING THI UILDINO IN CONFORMANCE W ITN THI DRAWIN DE AILS REFERENCED IN THI DRAW IRO ALL APPLICABLE VP ERECTION G IDES. AND INDUSTRY STANDARDS PERTAINING R PER EREC INCLUDING THE CORRECT USE F TEMPORARY BRAG REVI DATE 2/7/2006 BY I I I I NTS 03T1502417 10T1601017(Typ 20T1601017(Typ 03T1502417_ 14 -6" VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 DESCRIP 7:29:06 n FOR CONSTRUCTION ROOF SECONDARY PLAN (BUILDER CHG Building Systems, Inc. ICUSTOMER Environmental ILOUTIOH Port Angeles, Washington (PROJECT Port Angeles Transfer Station IDUILDERSPO/ 105.570 FILENAME CA0600160 -010E1.vpc VPC VERSION 5 OB CA0600160-01 DATE 10/4/2005 VP BUILDINGS I DRAWN/GNECK PAPOGRADPR AF GB PAGE 9 °Part Mark Key 1 JBC1 2 06C0701617 3 04C0400017 4 01G0303317(Flip) 5 GFA106 6 GCE051022 7 GCE051054 8 GCE051056 5 3 -6" 4 3 -0 3 4 6 2 3 5 1/4" 1 4 -0 n Dimension Key 1 UNLESS NOTED, USE 1/2 X 1 1/2 A -325 SNUG TIGHTENED BOLTS FOR GIRT LAP GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT JAMB AND HEADER CONNECTIONS. 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. C LP C) \_J Fo THE VP ENGINEER S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER FORMANCE REQUIREMENTS SPECIFIED BY VP Lon Er] (T 01G2201512(Flip) ?4 -0 SECONDARY ELEVATION AT 1 01G1403317(Flip) 15 -6" VP Ref. Sha'e Name Staff Building Wall 1 THIS DRAW IIO. INCLUDING THE "FORMATION HEREON RENA THE PROPERTY OF VP BURNING "LS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPL ICABLE PURCHASE ORDER AND SHALL A T N HER PURPOSE WITH IOUT PRIOR RI WRITTEN F APPROVAL OF VP BUILDING THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE. GOOD QUALITY WORKMANSHIP N ERECTING THIS BUILDING N CONFORMANCE WITH THIS ALL A VP ERECTION GUIDESS..IB DRAW AND INDUSTRY STANDARDS PERTAINING 0 PROPER ERECTION INCLUDING THE CORRECT USE F TEMPORARY BRACING VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 REVI DATE 2/7/2006 I 1 1 I I I I NTS DESCRIPTION 7 :29:07 0 r FOR CONSTRUCTION SECONDARY ELEVATION AT 1 16URDER CHG Building Systems, Inc. PISTDMER Environmental F Port Angeles, Washington 1RDJECT Port Angeles Transfer Station IBURDERS POF 105.570 FILENAME CA0600160-01OE1 vpc I BUILDINGS WAODNw VPC VERS /ON 5.3c JOB• CA0600160 01 DATE 10/4/2005 DRAW WCNECE AF GB 10 fl 12 3 6 11 3 -0 10 4 -1 9 2 -8" 8 3 -2 7/8 7 1 -11 7/8 6 3 -4 1/4 5 7 7/8 4 2 -3 3/4 3 3 -5 1/4 2 4 -0 1 6" Dimension Key co 1 UNLESS NOTED, USE 1/2 X 1 1/2 A-325 SNUG TIGHTENED BOLTS FOR GIRT LAP GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT JAMB AND HEADER CONNECTIONS. 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. °Part Mark Key 1 JBC1 2 06C0701617 3 06C0701617 4 04C0400017 5 DHCO303617 6 GCE051022 7 GCE051054 8 GCE051056 9 003G0202017(Flip) 10 004G0301017(Flip) 11 GFA106 12 GFA206 13 JCP052167(Flip) 14 01G0208317(Flip) 001G1400417(Typ (Flip) 19 -6 THE VP ENGINEER S SEAL APPLIES ONLY TO THE WORK PRODUC OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER S SEAL DOES NOT APPLY TO HE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER FORMANCE REQUIREMENTS SPECIFIED VP FIELD SLOT /9LL 6 ie r vv/o) A g x z lz "s L 0— A T r d reZ6 E 7, G 6 n Fe c7 O O Non -Std Secondary Part 00161400417 001G1400417(Flip) 002G1609415 002G1609415(Flip) 003G0202017 003G0202017(Flip) 004G0301017 004G0301017(Flip) 005GO909417 005G0909417(Flip) 13 -0 17 -3 SECONDARY ELEVATION AT A VP Ref: Shane Name Staff Building, Wall 2 THIS DRAWING, INCLUDING THE INFORMATION HEREON REMAINS THE PROPERTY OF VP BUILDING IT IS PROVIDED SOLELY FOR ERECTING THE BULDINO DESCRIBED IN THE APPLICABLE P RCHASE ORDER AND SHALL NOT BE MODIFIED. REPRODUCED OR USED FOR NY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDING THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN MS DRAW ALL APPLICABLE VP ERECTION GUIDES AND INDUSTRY STANDARDS PERTAINING PROPER ERECTIO 'HOLUDNG THE CORRECTU F TEMPORARY BRACING Part Schedule Thick Depth I. 0 0 0 0 0 0 0 0 0 0 0590 0590 0730 0730 0590 0590 0590 0590 0590 0590 8 1/2 8 1/2 8 1/2 8 1/2 8 1/2 8 1/2 8 1/2 8 1/2 8 1/2 8 1/2 REVI ATE 2/7/2006 Lap FoeLp. C_J (>7/ r8 NTS 002G1609415(Flip) it VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 DESCRIPTION 7 :29 :08 00500909417(Flip) v n 10 -3" FOR CONSTRUCTION SECONDARY ELEVATION AT A fBUILDER CHG Building Systems, Inc. I ICUSTOMER ET Environmental r Port Angeles, Washington P ROJECT Port Angeles Transfer Station rUADERT POI 105.570 FILENAME: 0600160 -01 OE 1.vpc •11 BUILDINGS I VPC VERSION 5.3c JOB A CA0600160-01 DATE 10/4/2005 DRAWMCHEOI AF GB PAGE 11 °Part Mark Key 1 JBC1 2 0600701617 3 04C0400017 4 01G0107717(Flip) 5 GFA106 6 GCE051022 7 GCE051054 8 GCE051056 5 3 6 4 3 0 3 2 10 1/2" 2 3 5 1/4" 1 4 0 Dimension Key 0 0' C -7 1 UNLESS NOTED, USE 1/2 X 1 1/2 A-325 SNUG TIGHTENED BOLTS FOR GIRT LAP GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT JAMB AND HEADER CONNECTIONS. 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. C7 THE VP ENGINEER S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER S SEAL DOES NOT APPLY TO THE PER ORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHE BY VP EXCEPT TO ANY DESIGN PER FORMANCE REQUIREMENT SPECIFIED BY VP 1 01G2201513(Flip) 24 -0" SECONDARY ELEVATION AT 4 VP Ref. Shape Name Staff Building. Wall 3 17' -1 1/2 THIS DRAW ad INCLUDING THE INFORMATION HEREON REMAINS THE OPERTY OF VP B DOINGS. A IS PROVIDED SOLELY FOR ERECTING THE SUBBING DESCRIBED IN THE APPL ICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP UILDING THE NERM. CONTRACTOR AND/OR ERECTOR IS SOLEL RESPONSIBLE FOR ACCURATE, 000D QUALITY WORKMANSHIP IN ERECTING THIS BULLDOIO IN CONFORMANCE WITH THIS DRAWING. DETAILS REFERENCED N THIS DRAW INS ALL APPLICABLE VP ERECTION GUIDES. AND INDUSTRY STANDARDS PERT/LIMO TO PROPER ERECITO NCLUDI THE CORRECT USE OF TEMPORARY BRACING 01G1510717(Flip) REV 1 I I VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 ATE 2/7/2006 I I I NTS DESCRIPTOR 7:29:10 r FOR CONSTRUCTION SECONDARY ELEVATION AT 4 r DLLDER CHG Building Systems, Inc. IwsTOOMERET Environmental rEATION Port Angeles, Washington °ROJECf Port Angeles Transfer Station LBUNLDERS PE 105.570 I FAENAME CA0600160-010E1 vpc OB I CA0600160 -01 DATE 10/4/2005 I DRAWN/CHECK AF GB 12 rn D 7 3' 6 6 3 0" 5 3' -2 4 2 -3 3/4" 3 3 5 1/4 2 4 0" 1 6° Dimension Key ()Part Mark Key 1 JBC1 2 06C0701617 3 04C0400017 4 007G0704017(Flip) 5 003G0202017(Flip) 6 GCE051022 7 GCE051054 8 GCE051056 9 GFA106 005G0909417(Typ (Flip) 10 -3 1 UNLESS NOTED, USE 1/2 X 1 1/2 A-325 SNUG TIGHTENED BOLTS FOR GIRT LAP GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT JAMB AND HEADER CONNECTIONS. 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. EGO? A-C.G /Ia 7/� 5< Z 7 2 "5z-U A i ,cop Jr A) T 5 6E7 C 7/ 2AJ s THE VP ENGINEER 5 SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER 5 SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER FORMANCE REQUIREMENTS SPECIFIED BY VP Non Std Secondary Part 001G1400417 001G1400417(Flip) 003G0202017 003G0202017(Flip) 005G0909417 005G0909417(Flip) 006G1609417 006G1609417(Flip) 007G0704017 007G0704017(Flip) 006G1609417(Typ (Flip) 17 -3 Part Schedule Thick Depth Lap O 0590 8 1/2 0 0590 8 1/2 O 0590 8 1/2 0 0590 8 1/2 O 0590 8 1/2 0 0590 8 1/2 0 0590 8 1/2 0 0590 8 1/2 0 0590 8 1/2 O 0590 8 1/2 :3 -0 SECONDARY ELEVATION AT B VP Ref: Shane Name Staff Buildinp Wall 4 THIS DRAW WO. INCLUDING THE INFORMATION HEREON REMAINS THE PROPERTY OF VP BUILDING "IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED N THE APPL ICABLE PURCHASE ORDER AND SHALL NO BE MODIFIED, REPRODUCED OR USED FOR MIS OTHE PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP DING THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPO SIBL FOR ACCURATE, 000° OUALSYWORIWANS N ERECTIN THIS BUILDING N CONFORMANCE W ns THIS DRAWING. DETAILS REFERENCED IN 71413 DRAW ALL APPLICABLE VP ERECTION GUIDES AND INDUSTRY STANDARDS PERTAINING 0 PROPER ERECTION INCLUDING THE CORRECT F TEMPORARY BRACING �9) 2/7/2006 7 -10 VP Buildings, Inc. 3200 Players Club Cirde Memphis TN 38125 SCRIPTIO 001G1400417(Flip) C/ L_ ©-J R O 14' -6 Lr] FOR CONSTRUCTION SECONDARY ELEVATION AT B (BUILDER CHG Building Systems, Inc. ICUsrouER ET Environmental IL°°AT'°" Port Angeles, Washington IPROJECf Port Angeles Transfer Station I 0 POR 105.570 7:29:11 FSENAME CA0600160-01OE1.vpc VPC VERSI 5 JOB F CA0600160-01 DATE 10/4/2005 VP BUILDINGS DRAWN/CHECK vnBroaanEn AF GB PAGE 13 Covering Schedule Id Qty Length #11 22 12 0 7/8 #12 22 12 0 7/8 Oper Code 2 =SQ SQ Finish K =KXL Color RW =Cool Regal White Type Gage SSR 24 SSR 24 C 0 OP 2 2 Ice Damming Conditions Exist The SSR roof on this project has been detailed for a UL90 rating Construction #113 (Field Repair Fastener) (1 bags) #55308 #17 -14x1 S S Roof Fastener 1 1 -6 Starter Panel (Cut Dim 1 -7 Dimension Key 1 PRE -DRILLING 1/8 DIAMETER HOLES FOR ROOF STRUCTURAL FASTENERS MAY BE REQUIRED AT 11 GAGE PURLINS, NESTED PURLINS, PURLIN LAP LOCATIONS, AND /OR SECONDARY STRUCTURAL BEAMS 2. ROOF SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. Fin K K Color RW RW L THE VP ENGINEER S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED VP EXCEPT TO ANY DESIGN OR PER FORMANCE REQUIR RENTS SPECIFIED BY VP Trim Schedule Id T1 T2 Parts SRCF06 (5)SRCF10 SRCM06 (5)SRCM10 SPC30 SRR4 111-" 22) #12 T1 (22) #11 13 -0" ROOF COVERING PLAN VP Ref Shaoe Name 4taff Building THIS DRAWING, INCLUDING THE INFORMATION HEREON REMA THE PROPERTY OF VP BUILD( IT I OVIDED SOLELY FOR ERECTING THE BUILDING SCRIB IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT E MODIFIED, REPRODUCED OR US FOR ANY OTHER PURPOSE WITHOUT PRIOR W RITIEN APPR VAL F VP BUILDING THE GENERAL CONTRACTOR ANDIOR ERECTO IS 5 LELY RES SIBLE FOR ACCURATE. 000 QUALITY W ORKMA N ERECTING THIS BUI DING IN CON ORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAW ALL APPLICABLE VP ERECTION GUIDES AND INDUSTRY TANDARDS PERTAINING OPER ERECTIO NCLUDIN THE CORRECT USE F TEMPORARY BRADN VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 REV( ATE 2/9/2006 NTS DESCRIPT Color Cool Regal White Cool Regal White 11 Details RC34A7 RC34H1 RC34H3 RC34H4 RC34H5 RC34H6 n T2 FOR CONSTRUCTION ROOF COVERING PLAN BURDER CHG Building Systems, Inc. +wSTOMER Environmental I'-° °N Port Angeles, Washington RO-T Port Angeles Transfer Station UILDERS POR 105.570 FILENAME CA0600160- 010E1.vpc BUILDINGS YAI1W"AfE VPC VERSIO 5 OB s CA0600160-01 DATE 10/4/2005 I� DRAWNICHEOK AF GB I PAGE 14 Covering Schedule Id Qty #1 4 #2 1 #3 4 Oper Code Oper Code Oper Code Finish K Color ST Type Start Length PR 12 -6 3/8 PR 24 -2 1/2 PR 12 -6 3/8 K =CR RT 1 =SQ SQ J =CR LF KKL Cool Sierra Tan Gage 24 24 24 OP K 1 J f1 1. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 2. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. 3. PRE -DRILLING 1/8 DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP LOCATIONS, AND /OR SECONDARY STRUCTURAL BEAMS Fin K K K n T7 Color Increment ST 9" ST ST 9 C H T2_ (4) #2 T5 r r THE VP ENGINEER S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORNANC REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER S SEAL DOES NOT APPLY TO THE PERFO MANCE OR DESIGN OF AN OTHER DUCT OR MPONENT FURNISHED BY VP EXCEPT TO ANY DESIG OR PER FORMANC REQUIREMENTS ECIFIED BY VP Direction Left to Right Left to Right Right to Left _4 11 T6 I-1 From From From I Peak Peak Peak T8 T3 .24 -0 Trim Id T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T9 T10 m M US COVERING ELEVATION AT 1 Schedule Parts CT10 (3)RCL10 (3)RFR10 RKC15 RKC10 RKF16 RKF10 (3)RSB10 (3)RSC10 (1 2)BG2 DF05 JTO5 DF05 HTS05 TDFH05 BS1 GGC3 MCC1 PRF1 SPC30 SRR4 (2 5)HT10 (2 5)BT10 (1)OCT05 T r2_ 12 VP Ref: Shane Name Staff Buildino, Wall =1 -9 7 (4) #1 X16 THIS DRAWING. INCLUDING THE INFORMATION HEREON REMAINS THE PROPERTY OF VP BUILDINGS IT IS PROVIDED SOLELY FOR ERECTING TILE BUILDING DESCRIBED IN THE APPL IGRLE PURCHASE ORDER AND OR US SHALL NOT BE MO ANY OTHER PURPO SE WITHOUT P W RRTEN F OR APPROVAL OF VP BUILD THE GENEWN. CONTRACTOR AN01OR ERECTOR* SOLELY RES OWN LE FOR ACCURATE, G OOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING. DETAILS PJE THIS DRAW BIG ALL APPLICABLE VP ERECTION GUIDES AND INDUSTRY STANDARDS PERTAINING PROPER ERECTIO INCL UDIN THE CORRECT USE OF TEMPORARY BRACH REVI I L DATE 2/8/2006 n T7 VP Buildings, Inc. 3200 Players Club Cirde Memphis TN 38125 NTS Color Cool Regal White Cool Regal White Cool Sierra Tan Cool Regal White Cool Regal White Cool Regal White Cool Regal White Cool Regal White Cool Sierra Tan Cool Sierra Tan Cool Sierra Tan (1) #2 —4 DESCRIPTIO 8:03:40 Details WC20A1 RC10A1 RC30A1 RS10G1 WC10A2 EN52A1 RCOOA1 WCO1D1 WCO4A1 WS27A2 WS27C2 WC24A1 WC24A2 WC24A4 RC38A1 RC34H5 RC34H6 IEXPIRES 12 23- 0 7 I 3 (TAP 15119 FOR CONSTRUCTION COVERING ELEVATION AT 1 BUILDER CHG Building Systems, Inc. ICSTOURRET Environmental (LOCATION Port Angeles, Washington PROJECT Port Angeles Transfer Station (BUILDERS POD 105.570 FHLEHAME- CA0600160-01OE1.vpc BUILDINGS YAISDPrK,reN VPC VERSIO 5.3c JOB D CA0600160 -0 DATE 0/4/2005 II DRAWN/CHECK AF GB 1-.15 5 Covering Schedule Id Qty Type #4 15 PR #5 2 PR Oper Code F =CR SQ Oper Code 1 =SQ SQ Finish K =KXL Color ST =Cool Sierra Tan Length 9 -10 3/4 22 -0" T9 H Gage OP 24 F 24 1 1 WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 2. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. 3. PRE -DRILLING 1/8 DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP LOCATIONS, AND /OR SECONDARY STRUCTURAL BEAMS Fin K K 1 1 as-15 -7 7/8 r —I 15' 7 7/8 Color ST ST m H Direction Left to Right Left to Right T10 THE VP ENGINEER S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER FORMANCE REQUIREMENTS SPE IED BY VP IPI H a I (Tf i) iq T4 3 4 1/4 rn H Trim Schedule Id Parts T1 CT10 T2 (2)EG163 EG123 (4)PCA10B PCAO5B T3 DF10 JTO7 T4 DF05 HTS05 T5 (1 8)BG2 T6 DF05 JTO5 T7 TDFH05 T8 DE1 DN1 DS10 (2)DST1 T9 BS1 GGC3 MCC1 PRF1 T10 (4 0)HT10 T11 (4 0)BT10 ED H T2 •43 -0" (15) T4 T7 ED H (2) #5 T5 -2 9 -2 3/4" COVERING ELEVATION AT A rh H VP Ref. Shane Name Staff Building, Wall 2 THIS DRAWING. INCLUDING THE INFORMATION HEREON REMAINS THE PROPERTY OF VP BUILD! IT IS PROVIDED LELY FOR ERECTIN THE BUILDING SCRIBED IN THE APPL !CAB E PURCHASE ORDER AND SHALL NOT BE MO PIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUIL THE GENERAL CONTRACTOR ANDIOR ERECTOR IS LELY RES SIBLE R ACCURATE. 0000 QUALITY WORKMANSHIP IN ERECTIN THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAW INC. ALL APPLICABLE VP ERECTION GUIDES AND INDUSTRY TANDARDS PERTAINING TO P EREC IO INCLUDIN THE CORRECT USE O TEMPORARY BRACIN T4 3 4 1/4 Color Cool Regal White (23)STR4 (2 1)GAC2300 Cool Regal White Cool Regal White Cool Regal White Cool Sierra Tan Cool Regal White Cool Regal White Cool Sierra Tan Cool Regal White Cool Sierra Tan Cool Sierra Tan rn H CO H REVI DATE I I I I 2/8/2006 I I I I I,D H VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 NTS T5 -11 T4 T7 11 -4 7/8 DESCRIPTION 8:04:28 ED H 4 7/8 Details WC20A1 1-- WC24A1 WC24A2 EN52A1 RCOOA1 WCO1D1 WCO4A1 WS27A2 WS27C2 WC24A1 WC24A4 RC38F1 RC38A1 FOR CONSTRUCTION COVERING ELEVATION AT A BUILDER I CHG Building Systems, Inc. rJSTOMERET Environmental 1LODAn0N Port Angeles, Washington 1 rRGJEDT Port Angeles Transfer Station !BUILDERS FOR 105.570 IFLENAME CA0600160.010E1 vpc 12- 23-01 1 VPC VERSI P BUILDINGS VNNHEDDY 5.3c CO600160 -01 DATE 10/4/2005 DRAWN/CHECK AF GB PAGE 16 Covering Schedule Id Qty #6 4 #7 1 #8 4 PR 12 Oper Code K =CR RT Oper Code 1 =SQ SQ Oper Code J =CR LF Finish K =KXL Color ST =Cool Sierra Tan Type Start Length Gage OP Fin PR 12 6 3/8 24 K K PR 24 2 1/2 24 1 K 6 3/8 24 J K o 1. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 2. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. 3. PRE -DRILLING 1/8 DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP LOCATIONS, AND /OR SECONDARY STRUCTURAL BEAMS EN H O 12 12 T7 Color Increment ST 9 ST ST 9 I. 1 VI H T6 Direction Left to Right Left to Right Right to Left -4 1/16" (4) #8 1 THE VP ENGINEER S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR FORMANCE REQUIREMENTS SP IFIED BY VP H From From From t Peak Peak Peak T3 1 24 T8 T9 1 COVERING ELEVATION AT 4 Trim Schedule Id Parts T1 CT10 T2 (3)RCL10 (3)RFR10 RKC15 RKC10 RKF16 RKF10 (3)RSB10 T3 (1 2)BG2 T4 DF05 JTO5 T5 DF05 HTS05 T6 TDFH05 T7 BS1 GGC3 MCC1 PRF1 T8 (2 5)HT10 T9 (2 5)BT10 T10 (1)OCTO5 (3)RSC10 T2 _2 2 -4 2 6 4) #6 VP Ref: Shaoe Name Staff Building, Wall 3 THIS DRAWING INCL UDING THE INFORMATION HEREON REMAINS THE P OPERTY OF VP UI.D IT IS PROVIDED SOLELY FOR ERECTIN THE UILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MOD FIED, REPRODUCED OR USED R ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APP VAL OF VP LOINS THE GENERAL CONTRACTOR AND/OR ERECTOR IS LELY RES sIBL ACCURATE, GOOD QUALITY W ORKMANS IN ERECTING THIS BUILDING IN CONFORMANCE WITH nits DRAWING, DETAILS REFERENCED IN THIS DRAW INS ALL APPLICABLE VP ERECTION GUIDES AND NDUSTRY STANDARDS PERTAINING 0 PROPER ERECTIO NCLUDING THE CORRECT U F TEMPORARY BRACIN VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 ICI ATE 2/8/2006 NTS n 0 H DESCRIPTIO Color Cool Regal White Cool Regal White Cool Cool Cool Cool Cool Cool Cool Cool 8:04:38 Sierra Tan Regal White Regal White Regal White Regal White Sierra Tan Sierra Tan Sierra Tan Details WC20A1 RC10A1 RC30A1 RS10G1 WC10A2 EN52A1 RCOOA1 WCO1D1 WCO4A1 WS27A2 WS27C2 WC24A1 WC24A2 WC24A4 RC38A1 1 EXP1RES 12 -23- .1 FOR CONSTRUCTION COVERING ELEVATION AT 4 IBUEDER CHG Building Systems, Inc. ICUSTOMER Environmental I O ATTON Port Angeles, Washington 1 Port Angeles Transfer Station p An.UERS FOB 105.570 FILENAME CA0600160 -01OE1 vpc CA0600160 -01 DATE 2 D 10/4/2005 VP BUILDINGS DRAW'OCHEGK VAIIMPR CEN I I AF GB VPC VERSION 5 I PAGE 17 Covering Schedule Id Qty Type #9 15 PR #10 2 PR Oper Code F =CR Oper Code 1 =SQ Finish K =KXL Color ST =Cool Sierra Tan CI Length 9 -10 3/4 22 -0" SQ SQ n Gage OP 24 F 24 1 1 WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 2. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. 3. PRE -DRILLING 1/8 DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP LOCATIONS, AND /OR SECONDARY STRUCTURAL BEAMS Fin K K Color ST ST Lo H Direction Left to Right Left to Right THE VP ENGINEER S SEAL APPLIES ONLY TO THE ORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER S SEAL DOES NOT APPLY TO HE PERFORMANCE OR DESIGN OF ANY OTHER RODUCT COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER FORMANCE REQUIREMENTS SP CIFIED BY VP Trim Schedule Id Parts Tl (2)EG163 EG123 (4)PCA10B PCAO5B T2 (2 1)BG2 T3 DF05 JTO5 T4 DF05 HTS05 T5 TDFH05 T6 DE1 DN1 DS10 (2)DST1 T7 (4 5)HT10 T8 (4 5)BT10 T1 (15) #9 (2) #10 T7 i I I T2 I T -I- --t 43 -0" COVERING ELEVATION AT B T8 VP Ref Shaoe Name Staff Buldina, Wall 4 THIS DRAW IRO. INCLUDING THE INFORMATION HEREON REMAINS THE P OPERTY OF VP B DING IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIB DIN THE APPL !CABLE PURCHASE ORDER AND SHALL NO BE MODIFIED. REPRODUCED OR USED FOR ANY OTHE PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDING THE GENERAL CONTRACTOR ANDIOR ERECTOR IS OLELY RESPO BIBLE FOR ACCURATE. GOOD QUALT'WORKMANSH IN ERECTING THIS BUILDING IN CONFORMANCE W MI THIS DRAWING. DETAILS REFERENCED IN THIS DRAW WO ALL APPLICABLE VP ERECTION GUSIES. AND INDUSTRY TANDAR°S PERTAINING TO PROPER ERECTION INCLUDING THE CORRECT USE TEMPORARY BRACING Color (23)STR4 (2 1)GAC2300 Cool Regal White Cool Sierra Tan Cool Regal White Cool Regal White Cool Regal White Cool Sierra Tan Cool Sierra Tan Cool Sierra Tan VP Bulldogs, Inc. 3200 Players Club Circle Memphis TN 38125 REV! II H DATE 2/8/2006 NTS th H DESCRWTIO 8:04:47 T4 T5 rh H Details EN52A1 RCOOA1 WCO1D1 WCO4A1 WS27A2 WS27C2 WC24A1 WC24A2 WC24A4 RC38F1 F FOR CONSTRUCTION COVERING ELEVATION AT B r "-DER CHG Building Systems, Inc. I JSTOMERET Environmental I 1LOCATI°" Port Angeles, Washington fOJEGi Port Angeles Transfer Station iHUILDERS PO° 105.570 FILENAME. CA0600160-010E1 vpc BUILDINGS VAPOTPRUCEN VPC VERSI 5.3c JOBS CAO600180-01 DATE 10/4/2005 DRAW NIWECA AF GB PAGE 18 If I�a'E 5t' 1 CO_AG ANGLE To �4=0 Vcace. R. 43 'R. hoot/ PL' L.cw 'GA.G, ANGLE (GAL Z34o) 6 (6A C T Al c-14-1 PE TA 1 L oo THE VP ENGINEER S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER FORMANCE REQUIREMENTS SPECIFIED BY VP k.1r�v,, Cool \erz�aTpc GOOD lj t� R(LpTPrn> G ood S \n2ti• TAN lBG2� I if C aOL Slre- �YTPAIJ 4 In Z ORIZon1TAL OWEL fig THIS DRAWING INCLUDING THE INFORMATION HEREON REMAINS THE P OPERTY OF VP USDWGS IT IS PROVIDED SOLELY FOR ERECTIN THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NO BE MODIFIED. REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHO PRIOR WRITTEN APPROVAL F VP BUILDING THE GENERAL CONTRACTOR ANOIOR ERECTOR IS LELY RESPONSIBLE FOR ACCURATE, GOOD OUALITY WORKMANSHIP IN ERECTING THIS B DING DI CONFORMANCE WITH TNI DRAWING, DETAILS REFERENCED IN THIS DRAW ING ALL APPLICABLE VP ERECTION GUIDES MID INDUST Y TANDARDS PERTAINING T OPER ERECTIO INCLUDING THE CORRECT USE O F TEM MARY BRACING ku_ V sr cam Aar t Luo� Wb�- SNL.- TPcr-.L E1/4lycz.V2 ?ftrIVEL rztu-ss\ot. REV tPaalwti, lJ J I nZI o‘sTS\O\S L■_.pu Go¢�SLTtL COCt oRtz. CANeL PANVIEW or<a R 3 15 1°I VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 ATE I a I I I I I I I NTS DESCRIPTIO 10CPIRES 12 23- 01 FOR CONSTRUCTION DRAWING r 11'LDER CHG Building Systems, Inc. ICUSTOMERET Environmental ILOCATTON Port Angeles Washington 1 Port Angeles Transfer Station IBULLDERS ROB 105.570 FLLENAME. '7106130.140-0-' BUILDINGS vArc)DPw1GDI VPCVERSIO 5 CP 0600160 01 DATE 10/4/2005 I DRAWN/CHECK AF GB PAGE tg WALL BRACE ROD 3 -PLATE OR GAGE BRO2A1 02/21/2601 D 3 /16 2" MIN. EHIOA2V1 DS /01/63 AL= SIMPLE INTERIOR Q2= SIMPLE 1 END BAY Q3= SIMPLE 6' END BAY DA =END HOLE ONLY .DS =INSET NOTCH A6 =NO HOLES EN51 ISO 03/11/2001 FROM STRUCTURAL BEAMS T LT IT 22=6' END BAY 1 -0' LAP 21=6' END BAY. 1 -6' LAP 22 =6' END BAY 2' -0' LAP 24 =6' END BAY 3' -0' LAP 26 =6' END BAY, 4' -0' LAP 22 =1 21 =1 22 =1 34 =1 26 -1 SECONDARY PUNCH PATTERNS COMMON GENERATED MARK NUMBERS HILLSIDE WASHER H WASHER HEX NUT ROD CABLE BRACING AT COL. BASE IBRO2A11 I I FRAMES OR SUPPORT BEAMS 3" MAX. GAGE (MIN. 1/2" A307 BOLTS 0 4" MIN. PITCH) 42= INTERIOR BAY Al INTERIOR BAY AZ BAY 44= INTERIOR BAY .46- INTERIOR BAY CUPS, PLATES OR BOLTS ARE NOT BY VARCO- PRUDEN CONTRACTOR'S NOTE. FIELD DRILL OR FIELD WELD SUSPENSION ANGLES OR PLATES. ALLOWABLE LOAD 1 KIP PER PAR OF BOLTS 1.4 KIPS PER INCH OF WELD WITHOUT INSPECTION 2.8 KIPS PER INCH OF WELD WRH INSPECDON ADD PARS OF BOLTS OR INCHES OF WELD TO RESIST DESIRED CONCENTRATED LOAD. LOADS LESS THAN 500 LBS MAY BE SUSPENDED USING CLAMPS. (1 1/2" FROM EDGE OF FLANGE). CONCENTRATED LOADS SHALL NOT EXCEED USER DEFINED COLLATERAL LOADING INDICATED ON THE PURCHASE ORDER AND IN VP CALCULATIONS. SUSPENDED LOADS IEN10A2 1 1 GAGE INCHESI LENGTH FFFTi (millimeters) CATEGORY PUNCH PATTERN END BAY 1 -0' LAP END BAY, 1 -6 LAP END BAY, 2'-0' LAP END BAY. 3'-0' LAP END BAY 4'-0' LAP 1 -0' LAP 1 -6' LAP 2' -0' LAP 3' -0' LAP 4' -0' LAP F ERAME END BAY I INTERIOR BAY VARIES I VARIES CUP REO'D WHN THICK FIANCES FLANGE BRACE REQUIREMENTS: RULE #1 ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. RULE #2 SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON CROSS SECTION IS NOT ACCOMPANIED BY (2). RULE #3 FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB WHEN PART MARK IS ACCOMPANIED BY (2). RULE #4 WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE CENTER OF THE BUILDING. RULE #5 WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME SIDE OF THE FRAME WEB. TYPICAL FLANGE BRACE CONNECTIONS CONTMJOUS PURUN LAP SHOWN, CONTINWS GIRT AND SIMPLE P_OHIN AND GIRT SIMILAR. BOOHEA 01 /00/2002 4 1/2" 3" 4 1/2' I I MAY BE STRAIGHT OR TAPERED MEMBER FLAT SHIM AS REQUIRED BETWEEN BOLTS 1' O" STANDARD SHIM PROCEDURE TYPICAL AT ANY BOLTED CONNECTION EN2OAIV2 DB/TIAS PR WALL PANEL MARK NO. W FFI IECC O C CC LENGTH CODE PR ROOF PANEL MARK NO. R F F I I E C G O C C C LENGTH CODE PR RIDGE PANEL MARK NO. PF FIIEG GOCC C LENGTH CODE I 12' 1 TYP RPR WALL PANEL MARK NO. RRF FIIEG GOCCC LENGTH CODE 2 31/32 RPR WALL PANEL IEN51A1 PR ROOF PR /RPR WALL PANELS I I 15520153 05/2 SHIM21 4 J L 1/2 PURUNS REOU RE BOLTS EACH ENO OF PURUN LAP 36" COVERAGE 2 3I/32 TYP PANEL RIB ROOF AND WALL PANEL (PR) 36' COVERAGE TYP 1 TOWARD THE CENTER OF THE BUILEINO WOE SECONOARY NEMBER of -/L of FLANGE BRAG FLO. BRACE MS SIDE WHEN (FB OR (SFB SNCLE BRACE IS REQUIRED FLANGE BRACE MAY REQUIRE FIELD COPING AT FRAME WEB THE VP ENGINEER SEAL APPLIES ONLY TO THE WORK PRODUCT OF AND DESIGN AND PERFORMANCE EQUIREMENTS SPECIFIED BY VP THE VP ENGINEER SEAL DOES NOT APPLY TO THE PERFORMANCE DESIGN OF ANY OTHER PRODUCT ONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER FORMANCE REQUIREMENTS SPECIFIED BY VP NCER SHIM AS REQUIRED TYPICAL BOLTING PLATES, FACADE OR CANOPY CONNECTIONS NOTE: FIELD CUT SHIMS TO DESIRED DIMENSIONS TO ACHIEVE DESIRED RESULTS SHIMS ARE MADE FROM .059" MATERIAL F FEET I INCHES E EIGHTHS G GAGE 0 OPERATION C FIN /COLOR SMOOTH I 1 3/16' EXTERIOR SURFACE BEARING EDGE 1EN20A1 1 I 1 EXTERIOR 1 3/16" SURFACE 1 c 3" X -ING SAG ANGLES (SA-) (REQUIRED AT ALL LOCATIONS SHOWN ON THE ROOF SECONDARY DRAWING. THEY ARE REVD PER DESIGN AND AND CANNOT BE OMRED) IBRO6BDI SAG ANGLES X —ING I I I 8 1/2" 11 1/2" PURLINS BOOASVS 06/01/2003 1 1 MIN. 3/4" DIA. BOLT 11 1/8" MINI 7/8" DIA. BOLT 1 1 /4" MINI I DIA BOLT SHEAR WRENCH (NBVP) REQ INSTALLATION FOR INSATION OF TENSION CONTROL BOLTS. TENSION CONTROL BOLT INSTALLATION INSTRUCTION 1 /30 /0 FACTORY APPUED SEALANT 12 3 /B' I EN52A1 I STANDING SEAM IxIXI 01520101 DO/DI/2 BOLTING PLATES F -FEET I INCHES E.- EIGHTHS INSERT SAG ANG TAB INTO PURLN SLOTS AND BEND TAB FIAT. NOTES WHEN SAG N4GLE SLOTS ADJACENT PURLINS DO NOT ALIGN, FIELD BEND THE SAG ANGLE TAB AND ATTACH TO PURLIN WITH A 1/4 /4' SIRUCT FSNR (55307) HARD FLAT WASHER NUT 24" COVERAGE SMOOTH EXTERIOR SURFACE G GAGE D OPERATION C FIN /COLOR SSR SLR (REVD. PER DESIGN) TENSION CONTROL BOLT SSR ROOF PANEL MARK NO. S F F I I E G G O C C C LENGTH CODE PURLINS BEND TAB FLAT IBR09A5 I I ERECTOR NOTF"L INSTALLATION OF TENSION CONTROL BOLTS MAY NOT BE POSSIBLE IN AREAS WHERE EXTREME PRCH, STIFFENER LOCATION. BEAM DEPTH OR OTHER OBSTRUCTIONS MAY OCCUR. IN THESE CASES, SUBSTITUTION OF A -325 NUTS AND BOLTS WOULD BE REQUIRED. THESE NUTS AND BOLTS ARE NOT PROVIDED BY VP BLDGS. IEN20A21 I 1 I 2 3/61 1 1 8" ROOF PANELS (SSR) IEN52D11 1 I I THIS DRAW ING, NCLUDNG THE INFORMATION HEREO REMANS THE PROPERTY OF VP BULLDIN IT IS PROVIDED OLELY EREC N THE USING DESCRIBED IN THE APPLICABL PURCHAS ORDER AND SHALL NOT BE MO TED, REPRODUCED OR USED FOR ANY OTHER PURPO E WITHOUT PRIOR WRITTEN APPROVAL OF VP ALE THE GENERAL CONTRACTOR AND/OR ERECTOR IS S LELY RESP NSIBLE ACCURATE. GOOD UALHYWORKMANSHP N ERECTING THIS BULLDING IN CON ORMANCE WITH THIS DRAWING. DETAILS REFERENCED IN THIS DRAW GIG ALL APPLICABLE VP ERECTION GUIDES AND INDUSTRY TANDARDS TONING PER ERECT10 N0.0 THE CORRECT USE TEMPORARY BRAGN IT IS THE RESPONSIBILITY OF THE ERECTOR TO INSURE PROPER SEAM TIGHTNESS. FAILURE TO PROPERLY SEAM THE JOINT MAY RESULT IN PREMATURE FAILURE OF PANELS AND/OR SECONDARY MEMBERS UNDER UPLIFT OR DOWNWARD LOADING CONDITIONS. SSR SEAMING GUIDELINES RIB AND SEAM PROFILE 06 06 18353 06/23/23 FULL PEN WELD SPLICE DSOE WASHER, FAT WASHER HEX HEAD. NUr REDS. EACH END 2'-O' EN3=51Y5 06/OE /2005 TURNBUCKLE 1 ROD LENGTH (AS DONN ON ERECTOR DRAWNDS) RB ROD THREAD BOTH ENDS WITH TURNBUCKLE 1 (BETWEEN CUPS) 24' PANEL MODULE II 24' PANEL MODULE RODS THAT RED. SHOP SPLICE ARE TO BE SPLICED BT USING OK OF 16711005 TI16711005 5NGWK 'SHOP ROD LENGTH N I (AS SHOW ON 01(0100 DPAWNOSj RA ROD THREAD BOTH ENDS WITHOUT TURNBUCKLE UAW ROSIER. RAT W ASHER. NDI 1EM. NUT WED'R EACH DO ROD BRACE ASSEMBLY REVI DATE I I I I I I I 1 1 I NTS 2/7/2006 I I .320' MAX. II SPLICE `SEAM MUST BE FULLY TUCKED 4 3/4" HOLD VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 0062 O NUT I I-- I-2-1 1-- °'I UIDII !�i! COUPUNC NUT SPUCE DETAILS" ILSOE ERROR, FUN RIO NE NUT O 1mmm j V EACH ROD LENGTH AS SHOWN ON ERECTION DPAWNGS) PC RI RnDS ROD P Ili END PAO R06 Pb rTNR1OWQE 7 t r 7-O ROD LENGTH (AS SHOWN ONE [PAWNOR) RD RK ROD ROD PAD BOTH ENDS DRAWING IEN30A1 I I DESCRIPTIO 9 :30:06 IEN01 B21 1 I I SELF DRILLING FASTENER OR BOLT AT CENTERUNE OF PURUN OR HIGHER. FIELD DRILL HOLES. PURUN EN555105 1/OA /20OS EXPIRES 12 23- 07 FOR CONSTRUCTION BUILDING SED'S '"ER CHG Building Systems, Inc. IOUSTOMER ET Environmental ILOGATOB Port Angeles, Washington IPRaECr Port Angeles Transfer Station IBWLDERS P06 105.570 FLENAM CA0600160-010E1.vpc ROD HANGER OR UNISTRUT AS NEEDED. 1/2" OR LESS/ c F FEET G I INCHES 0 E EIGHTHS C PANEL /COVERING 13 1 17 2 6 1 K T D SF F I I E G G O C C C LENGTH CODE SECONDARY (STANDARD) O 1 6 1 9 1 1 4 1 7 W F F I I E G G LENGTH CODE SECONDARY (SPECIAL) 0 0 1 6 1 9 1 1 4 1 7 RW F F I I E G G LENGTH CODE ROD BRACING O 3 R A 2 5 1 0 I E x W F F I I DIA LENGTH GAGE OPERATION FIN /COLOR INSULATION I B 1 3 0 1 0 3 6 0 3 0 W F F F I I I I I I E LENGTH WIDTH THK W v C C CODE MARK NUMBER KEY COMMON GENERATED MARK NUMBERS ANGLE CLIP, BOLTS, UNISTRUTS, ROD HANGER AND CLAMPS NOT BY VARCO- PRUDEN. FIRE SPRINKLER HANGER SYSTEM MUST BE CAPABLE OF RESISTING 250 IBS. PLUS WEIGHT OF WATER FILLED PIPE PER CODE OTHER SUSPENDED LOADS EXCEEDING 100 LBS, MUST BE SUSPENDED SIMILAR TO THIS DETAIL DO NOT CLAMP TD BOTTOM FLANGES. CONTRACTOR'S NOTE: ANY LOADS OVER 400 LBS. APPUED TO VP MEMBERS SUCH AS HVAC, LIGHTING, DUCTING, PIPE SUPPORTS ETC. MUST BE LATERALLY BRACED TO THE MAIN BUILDING'S LATERAL LOAD RESISTING ELEMENTS (PURUN BRACING STRUTS OR PRIMARY FRAMES) AS REQUIRED BY CODE FOR SEISMIC LOADS. BRACING MUST BE PROVIDED AND INSTALLED BY CONTRACTOR AND MUST RESIST LATERAL LOADS EQUAL TO THE WEIGHT' OF THE SUSPENDED UNIT OR AS REQUIRED BY CODE, WHICHEVER IS I F.S. SUSPENDED LOADS IEN10A1 FROM PURLINS 100 LB. LOADS OR GREATERI I EN1am 0/23/65 CXEEE COLUMN (PLATE) CGXWa COLUMN (GAGE) WCXWxx COLUMN (HOTROLL) RBXW RAFTER (PLATE) BOX' RAFTER (GAGE) WRXW RAFTER (HOTROLL) TRXW TRUSS RAFTER ICXW INTERIOR COLUMN PCXW PIPE COLUMN TCXW TUBE COLUMN EPXW ENDPOST (PLATE) EGXW ENDPOST (GAGE) CBXO CANOPY (PLATE) DCCBX0RW CANOPY (GAGE) CBXW PIGGYBACK CANOPY VPC VERSIO OBI CA0600160 -01 1 04/2005 VP BUILDINGS DRAWN/OIEQ( *000 G EN I AF GB PAGE 20 5.3c IEN50A1 I I BRACE ROD SLOTS 'a 3" OR 4" BOTTOM ROD SLOTS REOUIRED MTH ADJOINING BRACED NOTE' DIMS SHOWN BAYS ARE STANDARD BUT MAY VARY. 3"OR ROOF ROD BRACING 3 PLATE OR GAGE SSR CLOSURE PLUG (80135) 2' -O" O.C. 3/16" 7/8" TAPE MASTIC (80349) CONT. AND OVER PLUG EAVE CUTTER (EC 1/4-14 1 1/8" S.S. ROOF STITCH FSNR. (57650) 5 PER PANEL 8C32A,H 03/31/200 RAKE FASCIA (RKF INSTALL (18) 1/4 -14 1 1/8" S.S. ROOF STITCH FSNRS (58015) W/ 7/8 WASHERS IN HOLES PROVIDED PLAN VIEW 0031!!3 00/C0/26/21303 ROOF RODS AT RIDGE C> O Q WEB 1,1 WEB 6" EAVE GUTTER STRAP (STR4) 1/4 -14 1 1/13" r FSNR (57650) l ovsTRAp S.S. ROOF STITCH y 5/16" BEAD OF NON •�I� SKIN TUBE SEALANT Ilo (80270) AT i 16 PERIMETER OF/ J FLASHING Ir2 .01 RODF FRAME—. RAFTER FACE OF WALL PANEL 1 1 1/4' W.P FRAME RAFTER MAY BE STRAIGHT OR TAPERED C38 FOR GUTTER SEE STRAP ATTACHMENT SSR ROOF W/ EAVE GUTTER PR, VR OR RPR WALL SSR RIDGE TO RAKE TRANSITION (SRR WASHE FLAT WASHER, ILLSIDE HEX NUT 0 0 b u, LT 0 1y SECTION A -A A PANEL CLOSURE ANGLE (PCA WALL PANEL RC34H51 FOR SECTION THROUGH SEE I I I TRANSITION SSR RIDGE TO RAKE TRANSITION IRC34H6 1 1 I BRO2X1 I NOTES I 1 OUTSIDE CLOSURE PANEL RIB (80140) VEE RIB (80362) RPR (80130) 1/4 -14 7/8' WALL STITCH FSNR 1 -0" O.C. SSR RIDGE COVER SRC- 3/16' 7/8' TAPE MASTIC (80349) AT PERIMETER OF FLASHING (2) LAYERS OVER RIB RIDGE 1 STANDARD ERECTION DETAILS (SED) SUPERSEDE SIMILAR DETAILS FOUND IN THE ERECTION GUIDES. REFER TO THE ERECTION GUIDES FOR OTHER DETAILS. INSTALLATION PROCEDURES AND ACCESSORIES NOT DESCRIBED IN THE SED'S. 2. ALL PANEL AND TRIM SURFACES MUST BE FREE OF DIRT AND OIL AT MASTIC AND SEALANT LOCATIONS. amSAm 4n0/200s 1/4 -14 1 1/8" S.S. ROOF STITCH FSNR 10 PER PANEL (H0 MALE RIDGE COVER (SRCM SSR PANEL SEE (tC34H4i FOR FSNR AND 1 I MASTIC PATTERN I RC32A11 SSR RIDGE COVER ATTACHMENT 1 1 I RC3M,V3 PLASTIC CORNER CAP (PCC1) OR METAL CORNER CAP (MCC1) 1/32/2001 PANEL RIB FILLER (PRF1) FASTEN IN PLACE W/ 4 POP RIVETS SSR PANEL CUP RAKE FASCIA (RKF /-CUT AWAY I SHADED AREA F 45' MOM 1 /10 /204 C OF RIDGE 7- PANEL STIFFENER (PS5) VA TH RIGID BOARD INSULATION TAPE MASTIC OVER RIB (80347) AND 28" STRIP IN FLAT OF PANEL (80345) NOTCH DETAIL A -A SAVE GUTTER CORNER ASSEMBLY ALL SYSTEMS THE VP ENGINEER S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER S SEAL DOES OT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER FORMANCE REQUIREMENTS SPECIFIED BY VP I RCOOA1 I I I I FEMALE RIDGE COVER (SRCF SSR PANEL BIRD STOP (BSI) FASTEN IN PLACE W/ 4 POP RIVETS GUTTER CLOSURE (GGC FASTEN IN PLACE W/ 10 POP RIVETS SEAL INSIDE PERIMETER OF CLOSURE W/ BRONZE TUBE SEALANT (80507) SAVE GLITTER (EC I RC38A1 I I I I SSR PANEL CUP (80019) AT BLANKET INS LESS THAN 4' (80049) AT 4" AND GRTR BLANKET ROOF PURUN SSR PANEL CLIP ATTACHMENT BLANKET INSULATION ON PURLINS RLV, 11/3 02/28/2005 SSR PANEL STIFFENER (PS4) USE 1/4 -14 1 1/8' S.S. ROOF STITCH FSNRS AT ALL LOCATIONS 4' TRIM FIELD CUT PANEL STIFFENER CUT TO BEAR ON SSR STIFF 3/16' 7/8' 28' TAPE MASTIC (80345) IRC34H1 SSR SEAM CAP AT HIGH RIB SSR AT RIDGE PANEL SPLICE 8031012 0/24/2001 EAVE GUTTER (EC DOWNSPOUT STRAP (DST1) FASTEN TO WALL PANEL WITH WALL STITCH FSNR BEND TAB TO SECURE BOTH HALVES OF STRAP (DST1) TOGETHER 2 STRAPS PER 1 D' SECTION OF DOWNSPOUT DOWNSPOUT ELBOW (DE FASTEN TO DOWNSPOUT W/ 2 POP RIVETS APPROX. 3 5/8' 5 EQUAL SPACES DOWNSPOUT ASSEMBLY ALL SYSTEMS RON. 4/4/204 FASTENER LOCATIONS 3 1/2' EACH 1/4-14 1 1/4" STRUCT FSNR (55307) f o O•oo o 112 PER CUP 0 0 0 0 STD. NON -UL UL90 FM 1 -60, 1 -90 1 -120 (FM 1Z4A8AM ONLY) 3/16" 7/8" TAPE MASTIC (80349) USE 3/16" 7/8" 9' STRIPS OF TAPE MASTIC OVER RIBS AND 3/16" 7/8" 3 STRIPS ON EACH SIDE OF RIBS (80347) ,CUT AND TAB HOLE IN SAVE GUTTER (EG SEAL NIPPLE TO GUTTER CONNECTION WITH BRONZE TUBE SEALANT (80507) DOWNSPOUT NIPPLE (TINT) FASTEN IN SAVE GUTTER W/ 8 POP RIVETS SUBSTRIRE 1/4 K 2' STRUCT FSNR 1553091 WHEN BLANKET INSULATION 6 4' AND GREATER SEE ERECTION DWGS FOR QUANTITY OF DOWNSPOUTS IRCO1All 1 I I IRC34H3I I I 1 DOWNSPOUT (DS FASTEN TO DOWNSPOUT NIPPLE WI 3 POP RIVETS THE GENERAL CONTRACTOR AND/OR ERECTO LELT RES SOLE FOR ACCURATE. 0 000 OUALITYWORKMANSHIP ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING. DETAILS REFERENCED W THIS DRAW NO AIL APPLICABLE VP ERECTION GOOFS. AND INDUSTRY STANDARDS PERTAINING 0 PROPER ERECTIO NQUD 111E CORRECT USE TEMPORARY BRACING RAKE SUPPORT CAP (RSC 1/4-14 1 1/4" STRUCT FSNR (55307) 2' -0' O.C. RAKE SUPPORT BRACKET (RSB NOTE. SEE ERECTION DRAWINGS FOR FIELD CUT STARTER PANEL DIMENSION SSR STARTING RAKE BLANKET PR. VR OR RPR WALL 17C10A1 00/31/2008 SEE I RC34H1I FOR FLASHING I I LOCATION CLEAN ALL MATING SURFACES TD BE WEATHER SEALED. REMOVE FABRICATING OILS, RAIN, SNOW, ICE. DEW. DUST AND DIRT PRIOR TO APPUCATION OF MASTICS AND SEALANTS. 3/16' 7 /B' 3' 1 TAPE MASTIC (80347) FOLDED AND TUCKED INTO RIB MARK FOR TRIM LOCATION DO NOT USE PENCIL ENDWALL OR RAKE EXTENSION F START PANEL I 0 SSR RIDGE FLASHING FASTENER AND MASTIC PATTERN 803411410 0/34/104 NOTE: FIXED CUPS ARE MARKED WITH PAINTED TAB FOR EASY IDENTIFICATION PURLIN SUPPORT MEMBER (PSN) LOCATED AT 1/3 POINTS IN EACH BAY GREATER THAN 16' -0" REVI PUMAS DATE 3/16' 7/8" 9' TAPE MASTIC (80347) OVER RIB FIELD BEND 1 LIP ON SSR PANEL DIM SSR RIDGE COVER (SRCF OR SRCM) FASTEN PANEL TO (RSC) WITH 1/4-14 1 1/8' S.S. STITCH FSNR 4' -0" O.C. INSULATION I RC10A1I I I I S 5 HK y N 1 1$5 R- ffr;OARO M 61I� 8p0 W R BI K� (BOp48 Y1/ /wr BL Ta IRC38F11 SSR FIXED CLIP s 1/2° PURLINS I I I BLANKET S— BLOCK, T —BLOCK R —BOARD RWA10 7/4/2020 THIS DRAW INO. INCLUDING THE INFORMATION HEREON RE THE MAINS i PROPERTY OF VP BUILDING VP BUIICGD9S, INC. IT SCRIBED W THE A IICABLE PURCHASE ORDER 3200 Payers Club Circle Memphis TN 38125 SHALL NOT BE MODIFIED. REPRODUCED OR USED F0 ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BU5D WG DESCRIPTION NTS 2F7/2006 9:30:07 1/4 -14 1 1/8' 5.S. ROOF STITCH FSNR (57650) 10 PER PANEL 3/16" 7/8" 3' MASTIC (80347) EACH SIDE OF RIB 3/16' 7/8' 28 TAPE MASTIC (80345) IN FLAT OF PANEL 558 RODE CUP IRC34H4 1 1 "-ATTACH EA. END OF (PSN W/ (2) 1/4 -14 1 1/4" STRUCT FSNR (55307) RAKE FASCIA (RKF20 BOTTOM OF ROOF SHEET SSR RAKE TRIM PR, VR OR RPR WALL 8CNIATT 05/31/2003 RAKE TO RIDGE TRANSITION FLASHING (SRR M ETA L PEAK CAP (6 PC: RAKE FASCIA (RKF 1/4-14 7/8" WALL STITCH FSNR 1' -0" O.C. RAKE FASCIA RETAINER (RFR10) BUILDING SED'S BULGER CHG Building Systems, Inc. OU4T0MER IT Environmental 1 1LOCARUN Port Angeles, Washington NJELT Port Angeles Transfer Station IBUO.DER'S POR 105.570 IFUENAME CA0600160-010E1 vpc 1 1/4" 1/4 -14 7/8' WALL STITCH FSNR/ 1' -0" O C RAKE FASCIA RETAINER (RFR10) WALL PANEL THICKNESS W.P 1EXPIRES 12 23- I RC62A1I I IFO :ONSTRUCTION OUTSIDE CLOSURE PANEL RIB (80140) VEE RIB 80362) RFR (801 0) NOT REO'D OVER 2:12 3/16' x 7/8' TAPE MASTIC (80349) AT PERIMETER OF SRR 2 LAYERS AT RIDGE RIB II I I 3/8 RC344-1 FOR PLAN VIEW SEE I I I OF TRANSITION 1/4-14 1 1/8" 5.5. ROOF STITCH FSNR (58015) WI 7/8" WASHER FILL ALL HOLES PROVIDED IN FLASHING (18) WALL PANEL OUTSIDE CLOSURE SSR RIDGE TO RAKE TRANSITION IRC34H5 ALL WALL PANELS I I R031BI4 05/21 /2000 VP BUILDINGS VPCVERS 5 3/16' 7/8" TAPE MASTIC (80349) 1/4 -14 x 1 1/8" S.S. ROOF STITCH FSNR 6' 0.C. IRC30A1 JOBS CA0600160 DATE 10/4/2005 DRAWN/C.1E0T AF GB PAGE 21 NOTE. FIXED CUPS ARE MARKED WITH PAINTED TAB FOR EASY IDENTIFICATION 8 1/2" OR 11 1/2' PURUN. WIDEBAY OR JOIST SSR FIXED CLIP BLANKET S— BLOCK, T —BLOCK R —BOARD RC62B,VB 7/06/2005 FASTEN RAKE CHANNEL LAPS WITH (2) 1/4 -14 1 1/4" STRUCT FSNR (55307) RAKE CHANNEL TO PURLIN (SSR) IRS10G1 6 1/2" 8 1/2' OR 11 1/2' PURLIN (PR OR VR WALLS)I I 6010Civ1 02/26/6 12 -14 x 1 1/4" WALL STRUCT FSNR. 1' -0" O.C. ENDWALL 1 S SR FIX L as T F1 K� IN N9 v6 01B W/1 Bouo W` _B o Oko w� o 61 C g 41 R -BONRa ni".4 18�� W/ S� gp04 BLOC B W TMER W O28 RAKE CHANNEL (RKCJ AT 6 1/2" PURUNS (RKC--) AT 8 1/2' PURUNS (RKCH_) AT 11 1/2" PURUNS (1) 1/4 -14 x 1 1/4" WALL STRUCT FSNR (55307) PU RLIN L X -ING SAG ANGLES (SA-) (NOT READ. WITH WIDEBAY OR JOIST) SPA CE DOOR FLASHING PANEL RIB WALL PANEL JAMB TRIM (JT NOTE LAP BOLTS MUST BE INSTALLED IN THE OUTERMOST SET OF HOLES CRIMPED BASE PANEL RIB WALL 12 -14 1 1/4" WALL STRUCT FSNR 2 PER FOOT BASE OF WALL ATTACHMENT CRIMPED BASE PANEL RIB WALL WCO 173 5/22/2004 SECTION A —A 12 -14 1 1/4" WALL STRUCT FSNR. 1' -0" O.0 \I JAMB TRIM AT OVERHEAD DOOR I WC24A1I WALL TRIM AT DOOR HEAD PANEL RIB WALL I I I OVERHEAD DOOR OPENING 05240, 03 Wf24A205 OY/06 /2005 GC4 CUP (BOLTED) GC1 CUP (WELDED) REFER TO CROSS SECTION FLANGE BRACE (FR-) OR (SFB NOTE: A CONC. FSNR. MUST BE LOCATED I FCC THAN 6" FROM EACH END OF THE BASE MEMBER. CONCRETE FASTENER 24" D.C. (NOT BY V.P.) PANEL RIB WALL PANEL BASE ANGLE (BA1) SHOWN. MAY BE BASE GIRT (BC1, B02, OR BG3), OR CONCEALED BASE (CBA) DOOR HEADER FINISH FLOOR OR TOP OF CURB WALL DOOR FLASHING THE VP ENGINEER SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER S SEAL DOES NOT APPLY TO TH PERFORMANCE OR DESI OF ANY OTHER PRO UCT OR CO RENT FURNISHED BY VP EXCEPT TO ANY DESIG OR PER ORMANCE REQUIREMENTS SPECIFI BY VP BC1, BC2 OR BC3 HEADER TRIM (HTS 12 -14 1 1/4" WALL STRUCT FSNR. i' -O" O.C. 12 -14 1 1/4" WALL STRUCT FSNR. 2 PER FOOT 12 -14 1 1/4" WALL STRUCT FSNR. 2 PER FOOT FASTENER PATTERNS 05040105 03/25/2004 12 -14 1 1/4" WALL STRUCT FSNR. 1' -0" O.C. NOTE: NO CUP REQ'D UNLESS NOTED ON FRAME CROSS SECTION. IRC62B1 PURLIN CONN AT INTERIOR FRAME IRSO1A11 PURLINS AT INTERIOR FRAME I I 6 1/2" OR 8 1/2" CONTINUOUS PURLINS I I 16 1/2" OR 8 1/2' SIMPLE PURLINS W /CLIP 6001 1010 1/66/2005 8501 100 05/16/2804 1/4 -14 x 7/8" WALL STITCH FSNR. 1 PER SUPPORT AND 1 PER GIRT SPACE 2 FSNRS REQ'D WHEN SPACE EXCEEDS 6' -O° IWC01D1I PANEL RIB WALL I I I IWC24A21 SILL TRIM I I I FRAMED OPENING (PANEL RIB) 05NA.V3 0.1/24/2004 SEAL WITH SKINNING SECTION A —A SEALANT (80507) CC4 CUP (BOLTED) GC1 CUP (WELDED) REFER TO CROSS SECTION. FLANGE BRACE (FB OR (SFB 12 -14 x 1 1/4" WALL STRUCT FSNR. 1 PER FOOT AT INT GIRTS BASE MEMBER PANEL SIDELAP WALL STRUCT FSNR. WINDOW SILL 1' -0" O.C. IRSO1B11 PURLINS AT INTERIOR FRAME I I I 6 1/2 OR 8 1/2" SIMPLE PURLINS W/O CLIP EWE OR RAKE MEMBER INTERMEDIATE WALL GIRT IWCO4A1 I I PANEL RIB WALL PANEL FIELD MITER (TDF AS REQ'D. 1/4 -14 7/8' WALL STITCH FSNR. 1' -0" O.C. ppTOF -DOR )FLASHING L :1-=^ 12 -14 1 1/4" IWC24A41 I I I THIS DRAW ING INCLUDING THE INFORMATION HEREON REMAINS THE PERTY OF VP UILDI R IS PROVIDED SOLEL RERECTING THE BUIL0W0 DESCRIB IN THE APPLICABLE PURCHASE ORDER AND SHALL NO BE MOD ED REPRODUCED OR USED FOR ANY OTHER PURPO E WITHOUT PRIOR WRITTEN APP VAL OF VP DING THE GENERAL CONTRAC R AND/OR ERECTOR IS PON5IBLE ACCURATE, 000 DUALITY WO MANSHW ERECTING THIS IDLE N IN CONFORMANCE WITH THIS DRAW' G. DETAILS REFERENCED IN THIS DRAW ALL APPLICABLE VP ERECTION GUIDES AND INDUSTRY STANDARDS ERTAINI PROP ERECTION RCLUDIN THE CORRECT U TEMPORARY BRAWN 1 1/4" RAKE CLOSURE TRIM (RCL) NOTE FIELD SLOPE CUT VEE RIB RPR WALL PANELS WHEN ROOF RICH EXCEEDS 212 RAKE CHANNEL MARK NUMBER PR, VR RPR WALL PANEL (SEE ERECTION DRAWINGS) PR, VR RPR ENDWALL AT RAKE IWC10A21 OUTSIDE CORNER TRIM W/ BLANKET INSULATION OVER 2:12 PITCHES I I I PANEL RIB WALL 05100208 05/51/2005 1020 1V5 02/21/2005 VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 REVI ATE 2/7/2006 NTS FLANGE BRACE (FB OR (SFB 12 -14 1 1/4" WALL STRUCT FSNR. 3' -0" 0.C. 12 -14 1 1/4" WALL STRUCT FSNR 2 PER FOOT 0 PANEL RIB 1 PER FOOT VEE RIB RPR SCRIPTIO 9:30:09 NOTE: ALL BOLTS SHALL BE 1/2" A325 UNLESS NOTED OTHERWISE NOTE INTERIOR FRAME SHOWN, ENDFRAME SIMILAR PURUN SUPPORT CLIP (PC27) ARE REQ'D. AT SSR FIXED CLIP LOCATIONS. THEY ARE NOT REQ'D. AT END FRAMES OR PURLINS w/ OTHER TYPE CUPS. REFER TO ERECTION DRAWINGS FOR ALL PC27 CUP LOCATIONS. IRS01 B2I PURLIN SUPPORT CLIPS I I 1 6 1/2" OR/ 8 1/2" PURLINS R503A 0 1/4 -14 7/8" WALL STITCH FSNR. 1' -0" O.C. OUTSIDE CORNER FLASHING (CT FOR CONSTRUCTION BUILDING SED'S OLDER r CHG Building Systems, Inc. (CUSTOMER ET Environmental 1LOCATION Port Angeles, Washington I Port Angeles Transfer Station IH POW 105.570 (FILENAME 500600160.O1 A GE I 5P VP BUILDINGS I V PROCEN VPC VERSI 5.3c 6 1/2" 8 1/2' PURUNS RAFTER IRSO3A1 PANEL RIB WALL IWC20A1 1 I JOB 6 CA0600160-01 DATE 10/4/2005 DRAWN/CHECK AF GB PAGE 2. 6 1/2" OR 8 1/2" JAMB. SINGLE OR DOUBLE FRAMED OPENING 12 -24 1 1/4" 41 STRUCT FSNR (A— 2 PER JAMB (ALTERNATE. TACK WELD) 111 �a r I I L SECTION A—A JAMB BASE ATTACHMENT 6 1/2" OR 8 1/2" JAMB *0200005 02/25 /5003 BASE GIRT (FIG?. (BG2) OR BG3) 6GN j O 0 e e N m A 'C 1/2' ANCHOR BOLTS 6" MAX JAMB BASE CUP ((J8C1)) 0 8 1/2" JAMB (J8C2) 0 6 1/2" JAMB •CONCRETE FSNR AT 24" O.C. (NOT BY V.P.) BASE MEMBER I I FIELD NOTCH BASE GIRT TO CLEAR COLUMN BASE a I" o c END WALL ?•O.9 0 ��IfL�' SC/ O rs. G 1� 0s: c,.._ 1 6 S CONCRETE FASTENER 24" O.C. (NOT BY V.P.) 4 6 1/2 AND 8 1/2" BASE GIRT *5210203 0/15/2002 SIDEWALL NOTE: ALL BOLTS TO BE I/2' X 11/2" A325 (49000) TIGHTEN BOLTS TO SNUG TIGHT" CONDITION AS DEFINED BY THE NSC /RCSC 'SPECIFICATION FOR STRUCTURAL JOINTS USING ASTN 325 OR A490 BOLTS" GIRT CUP (GCE 3 1/4" 3/4" SECTION A —A IWS20A8 GIRT TO JAMB 8 1/2" GIRT, 8 1/2" JAMB 50" LIP 00335101 02 /01/2001 2 1/2" 2 1/2 2 1/2" BASE GIRT AT CORNER COLUMN IWS27C21 8 1/2 GIRTS PURLINS I I I FIELD LOCATE AND DRILL (2) 9/16' DIAMETER HOLES IN JAMB. FLAT HEAD OR BUTTON HEAD BOLTS IN JAMB ARE NBVP. m 1/2" JAMB B 1/2" GIRT ZEE GIRT SHOW CEE GIRT SIMILAR I21/2I 1 I THE VP ENGINEER S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO AN DESIGN OR PER FORMANCE REQUIREMENTS SPECIFIED BY VP IWS2OXG I I IEN53A11 I I I NOTE: ALL BOLTS TO BE 1/2' X 1 1/2" A325 (49000) TIGHTEN BOLTS TO SNUG TIGHT' CONDITION AS DEFINED BY THE NSC /RCSC awr RATION FOR STRUCTURAL JOINTS USING ASTM 325 OR A490 BOLTS" 6 1/2 OR 8 1/2" ZEE GIRT 8 1/2" 3" 2 /4" 31 /2' I1 1/ GIRT CLIP (GCE SECTION A —A JAMB TO GIRT 8 1/2 JAMB, ANY ZEE GIRT FIELD LOCATE AND DRILL (2) 9/16" DIAMETER HOLES IN ZEE GIRT TO ATTACH JAMB GIRT ELEVATION ly 8 1/2" JAMB. SINGLE OR DOUBLE IWS2 I I I THIS DRAWING, INCLUDING TOE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUI DWG R IS PROVIDED SOLELY FOR ERECNN TIE BUILDING DESCRIBED IN THE APPL !CABLE PURCHASE ORDER AND SHALL NOT MODIFIED, REPRODUCED OR USED R ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BU0.DIN0 THE GENERAL CONTRACTOR AND/OR ERECTO IS SOLELY RES ONSIBLE FOR ACCURATE, ODOR QUALITY WORKMANSHIP SI ERECTING THIS BUILDING IN CONFORMANCE WITH TOTS DRAWING, DETAILS REFERENCED IN MS DRAW RIO ALL APPLICABLE VP ERECTION GUIDES AND INDUSTRY STANDARDS PERTA NIN TO PROPER ERECTIO INC. UDI THE CORRECT USE TEMPORARY BRAUN NOTE ALL BOLTS TD BE I /2' X 1 1/2" 0325 (49080) TIGHTEN BOLTS TO 'SNUG TIGHT" CONDITION AS DEFINED BY THE NSC /RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING A5TH 325 OR A490 BOLTS" 6 1/2" OR 8 1/2" DOOR HEADER 6 1/2' OR 8 1/2" I I h 2" 3' I OPENING I I HEIGHT I I SECTION A —A HEADER TO JAMB ANY HEADER, ANY SINGLE JAMB EXPIRES 12 23- VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 REVI ATE 2/7/2006 NTS FIELD LOCATE AND DRILL (2) 9/16" DIAMETER HOLES IN JAMB, FLAT HEAD OR BUTTON HEAD BOLTS IN JAMB ARE NBVP —GIRT CLIP (GCE DESCRIPTIO 9:30:10 6 1/2" OR 1/2" JAMB. SINGLE gp\ L A .I T 6 6 \I? BASE GIRT OR (8G 2) 3) IWS2OXI BASE GIRT AT COLUMN I I 4 6 1/2 AND 8 1/2 BASE GIRT FOR CONSTRUCTION BUILDING SED'S r01. E1 CHG Building Systems, Inc. IausTOMERET Environmental LOOAnON Port Angeles, Washington rROJECT Port Angeles Transfer Station I SU1DERS POY 105.570 FILENAME: CA0600160 -01 OE1.vpc FIELD NOTCH BASE GIRT TO CLEAR COLUMN BASE PLATE VPC VERS1 5.3c IWS27A2 I I 060600160-01 DATE 0/4/2005 DRAW N /CHECK AF GB PAGE 23 STANDARD CLIPS KEY TO MARK NUMBERS REFER TO EN50A1 GIRT CONN. CUP (OUTSET) STANDARD TRIM *TRIM COLOR NOTE* DESIGNATES COLOR SIDE GGCT! M GUTTER CLOSURE 12 1 1/4 4 i I JC Ie VARIES.( —PITCH CODE- TO 12 12 PITCH CODE TO 12 IGC11* JAMB TO COL CONN. PLATE GGC— RCL_ L— NOM. LENGTH RAKE CLOSURE I RC L_ P SR DOOR JAMB CUP (OUTSET) p p PITCH CODE TO 12 GIRT CONN. CUP (INSET) �RN FEET AT `NOM. LENGTH ADAPTOR TRIM D HLcr 1 1/4' I NOM. LENGTH HEADER TRIM HT 2 5/8'1 1 1 3 /4 DJC 1 G 1 12 PURUN STABILITY BRACE PSB IAT_ 4 1 /2' RKF_ L NOM. LENGTH RAKE FASCA I R K F DOOR JAMB CUP I (INSET) 0 0 PURLIN CONN. CUP BT__ NOM. LENGTH BASE TRIM FITS I 1 1/4" 1/2" NOM. LENGTH HEADER TRIM I HIS J r to I> I1 1/4• 5 112' SET rl SOFFIT SAVE FLASH DJC2* 1 7/8" GC 16 I -PITCH CODE TO 12 NOM. LENGTH ISEF_ 5' INSIDE CORNER TRIM Y SOFFIT SAVE TRIM 12 THE VP ENGINEER S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER FORMANCE REQUIREMENTS SPECIFIED BY VP 12 5 112• o O� OUTSET GIRT CORNER CUP I GCC072084 FFC PITCH CODE TO 12 ENDPOST CLIP (FULL FRAME) CET I I `PITCH CODE TD 12 NOM. LENGTH CANOPY EAVE TRIM I C ET— iN ICE_ L 1 1 7/8 T ----NOM. LENGTH 3/4' IICF SET_ L-- -PITCH CODE TO 12 NON. LENGTH SET OUTSET GIRT GCCO CORNER CLIP (GEN.) GCD05 GCE05 OUTSET GIRT CUP X31 GCC a ;l GCD I r ?I GCE 1 1/4" 7 4 7— NOM. LENGTH JAMB TRIM ST— `NOM. LENGTH SOFFIT TRIM I GC4 1/2" IJ T INSET GIRT CUP !I N I DF_ `NOM. LENGTH DOOR FLASHING I D F_ 8 5/8 IGC5 n MS `NOM. LENGTH MASONRY TRIM I M S ETC_ I `DIMENSIONAL CODE NOMINAL LENGTH THIS DRAW IRO INCLUDING THE INFORMATION HEREON REMAINS THE P PERTY OF VP SURDS/GS R IS PROVIDED SOLELY FOR ERECTIN THE BUILOINO DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL Y OTHER PURPOSE WITHOUT P W OR US RITTEND FOR APPROVAL OF VP BURDINO INSET GIRT CUP THE NERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, 0000 DUALITY WORKMANSHIP IN ERECTING THIS BUILDS.° IN CONFORMANCE WITH THIS DRAWING. DETAILS REFERENCED IN THIS DRAW INC ALL APPLICABL VP ERECTION GUIDES. AND INDUSTRY STANDARDS PERTAININ 0 PROPER ERECTION WCL WING THE CORRECT USE F TEMPORARY BRACING L- L/R HAND PITCH CODE TO 12 I EA_ SAVE ASSEMBLY LIT �ZY— NOW LENGTH 3' N U) MASONRY SAVE TRIM I MT TLT— `NOM. LENGTH IGC6 REV( PARTS TO BE SHOP ASSEMBLED (LEFT HAND SHOWN) la 1 INSET GIRT CLIP ST Oo TRIM I STC_ TUF_LITE TRIM I TLT_ ATE GIRT FILLER ANGLE INSET GIRT CUP NCH ES C EET LENGTH EFZ j_ PITCH CODE- TO 12 NOM. LENGTH E F— EAVE FASCIA 72 4 1 1 1/2 I ,ti 4 1 /2' PKF� >II 1 -PITCH CODE NOM. LENGTH PEAK FASCIA 3/4- 3 1 1 1/4 12 I F VARIES VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 DESCRIPTIO GC8 TO 12 PKF WRF I_ PITCH CODE- TO 12 NON. LENGTH WALL TO ROOF I W R F FLASHING I I I I I I I I NTS 2/9/2006 12:58:23 CORNER COL CONN. TO RAKE CHANNEL I G C 9 CFA -1 LENGTH =1 -6 G FA_ TO GIRT EAVE PURUN I cc 1 17 1/ 3/4' EG_ VARIES I -PITCH CODE- TO 12 NOM. LENGTH SAVE GUTTER EG OUTSET GIRT CUP (FULL FRAME) N �r• i -PITCH CODE NOM. LENGTH SAVE TRIM (EXPIRES 12 23- c; FOR CONSTRUCTION MRD19 Drawing P U6DER CHG Building Systems, Inc. IQISTOMERET Environmental (LOCUTION Port Angeles Washington 1 Port Angeles Transfer Station 15`4-`n 105.570 FILENAME 600160-01OE1.vpc 12 PITCH CODE _TO 12 GC10* JAMB BASE CUP I J B C 1 6 3 I ET I DIM AI RCF'� `DIMENSIONAL CODE OMINAL LENGTH VPC VERSION 5.3c TO 12 CA0600160-01 I DA 10/4/2005 I DRAW WCHEQI AF GB PA°E 24 ROOF STRUCTURAL FASTENER 12 -14 X 1 114' SS SCOTS (TEKS /2) WITH WASHER MARK NUMBER COLOR 57407 ARTIC WHITE 57403 ASH GRAY 57406 CLASSIC BEIGE 57415 COOL COLONIAL RED 57416 COOL DARK BRONZE 57417 COOL REGAL WHITE 57418 COOL SIERRA TAN 57419 COOL WEATHERED COOPER 57420 COOL ZINC GREY 57401 EGYPTIAN WHITE ROOF STRUCTURAL FASTENER 12 -14 X 1 1/2' SS SCOTS (TEKS/2) WITH WASHER MARK NUMBER COLOR 57807 57803 57806 57815 57816 57817 57818 57819 57820 57801 ROOF STITCH FASTENER 1/4-14 X 7/8' SS SCOTS (TEKS /1) WITH WASHER MARK MARK NUMBER COLOR NUMBER 57607 57603 57606 57615 57617 57618 57601 MARK NUMBER COLOR 57657 57653 57656 57665 57666 57667 57668 57669 57670 57651 ARTIC WHITE ASH GRAY CLASSIC BEIGE COOL COLONIAL RED COOL DARK BRONZE COOL REGAL WHITE COOL SIERRA TAN COOL WEATHERED COOPER COOL ZINC GREY EGYPTIAN WHITE ARTIC WHITE ASH GRAY CLASSIC BEIGE COOL COLONIAL RED COOL REGAL WHITE COOL SIERRA TAN EGYPTIAN WHITE ROOF STITCH FASTENER 1/4 -14 X 1 1/8' SS SCOTS (TEKS /1) WITH WASHER ARTIC WHITE ASH GRAY CLASSIC BEIGE COOL COLONIAL RED COOL DARK BRONZE COOL REGAL WHITE COOL SIERRA TAN COOL WEATHERED COOPER COOL ZINC GREY EGYPTIAN WHITE MARK NUMBER 57421 57426 57427 59462 57422 57409 57423 57424 57425 59464 57400 MARK NUMBER 57821 57826 57827 57812 57822 57809 57823 57824 57825 57814 57800 57612 57609 57623 57624 57625 57614 57600 MARK NUMBER 57671 57676 57677 59402 57672 57659 57673 57674 57675 59404 57650 COLOR FOREST GREEN HEMLOCK GREEN JADE GREEN LEAF GREEN MATTE BLACK PATRICIAN BRONZE REGAL BLUE TAHOE BLUE TERRA COTTA ZINC GRAY GALVALUME COLOR FOREST GREEN HEMLOCK GREEN JADE GREEN LEAF GREEN MATTE BLACK PATRICIAN BRONZE REGAL BLUE TAHOE BLUE TERRA COTTA ZINC GRAY GALVALUME COLOR LEAF GREEN PATRICIAN BRONZE REGAL BLUE TAHOE BLUE TERRA COTTA ZINC GRAY GALVALUME COLOR FOREST GREEN HEMLOCK GREEN JADE GREEN LEAF GREEN MATTE BLACK PATRICIAN BRONZE REGAL BLUE TAHOE BLUE TERRA COTTA ZINC GRAY GALVALUME THE VP ENGINEER S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER S SEAL DOES NOT APPLY TO THE PERFORMANC OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIG OR PER FORMANCE REQUIREMENTS SPEC FIED BY VP WALL STRUCTURAL FASTENER 12 -14 X 1 1/4' CARBON (TEKS /2) W/O WASHER MARK NUMBER COLOR 56467 ARTIC WHITE 56463 ASH GRAY 56466 CLASSIC BEIGE 56475 COOL COLONIAL RED 56476 COOL DARK BRONZE 56477 COOL REGAL WHITE 56478 COOL SIERRA TAN 56479 COOL WEATHERED COOPER 56480 COOL ZINC GREY 56451 EGYPTIAN WHITE WALL STRUCTURAL FASTENER 12 -14 X 1 1/2' CARBON (TEKS /2) W/O WASHER MARK NUMBER COLOR 56667 ARTIC WHITE 56663 ASH GRAY 56666 CLASSIC BEIGE 56675 COOL COLONIAL RED 56676 COOL DARK BRONZE 56677 COOL REGAL WHITE 56678 COOL SIERRA TAN 56679 COOL WEATHERED COOPER 56680 COOL ZINC GREY 56651 EGYPTIAN WHITE WALL STITCH FASTENER 1/4-14 X 7/8' CARBON (TEKS /1) W/O WASHER MARK NUMBER COLOR 56567 ARTIC WHITE 56563 ASH GRAY 56566 CLASSIC BEIGE 56575 COOL COLONIAL RED 56576 COOL DARK BRONZE 56577 COOL REGAL WHITE 56578 COOL SIERRA TAN 56579 COOL WEATHERED COOPER 56580 COOL ZINC GREY 56551 EGYPTIAN WHITE MARK NUMBER 56481 56486 56487 56471 56482 56459 56483 56484 56485 56473 56461 MARK NUMBER 56681 56686 56687 56671 56682 56659 56683 56684 56685 56673 56661 MARK NUMBER 56581 56586 56587 56971 56582 56559 56583 56584 56585 56573 56561 COLOR FOREST GREEN HEMLOCK GREEN JADE GREEN LEAF GREEN MATTE BLACK PATRICIAN BRONZE REGAL BLUE TAHOE BLUE TERRA COTTA ZINC GRAY GALVALUME COLOR FOREST GREEN HEMLOCK GREEN JADE GREEN LEAF GREEN MATTE BLACK PATRICIAN BRONZE REGAL BLUE TAHOE BLUE TERRA COTTA ZINC GRAY GALVALUME COLOR FOREST GREEN HEMLOCK GREEN JADE GREEN LEAF GREEN MATTE BLACK PATRICIAN BRONZE REGAL BLUE TAHOE BLUE TERRA COTTA ZINC GRAY GALVALUME THIS DRAWING INCLUDING THE INFORMATION HEREON REM* S THE P RTY OF VP BY DING IT IS PROVIDED LELY FOR ERECTING THE LDINO DESCRIBED IN THE APPLICABLE P RCHASE ORDER AND SHALL NO BE MO FIED, REPRODUCED OR USED R ANY OTHER PURPO E WITHOUT PRIOR WRITTEN APPR VAL F VP THE GENERAL CONTRACT R AND/OR ERECTO IS OIEL RESPONSIBLE FO ACCURATE. UALRY WORKMANSHIP IN ERECTING THIS LONG IN CON ORMANCE WITH THIS DRAWN DETAILS REFERENCED IN THIS DRAW INS ALL APPLIABLE VP ERECTION GUIDES ARO INDUSTRY TANDAROS PROP ERECTIO INCLUDI THE CORRECT U F TEMPORARY BRACING REV! ATE I BY 2/7/2006 PANEL CLOSURES MARK NUMBER 80130 80140 80360 80362 80356 80358 80140 80130 80135 80136 POP RIVETS 1/8' DIAMETER ALUMINUM RIVET (250 PER BOX) MARK NUMBER COLOR 55261 ARTIC WHITE 55267 ASH GRAY 55262 CLASSIC BEIGE 55269 COOL COLONIAL RED 55286 COOL DARK BRONZE 55287 COOL REGAL WHITE 55288 COOL SIERRA TAN 55289 COOL WEATHERED COOPER 55290 COOL ZINC GREY 55260 EGYPTIAN WHITE BULB TITE STRUCTURAL BLIND RIVET MARK NUMBER COLOR 55181 ARTIC WHITE 55160 ALUMINUM TUBE SEALANT MARK NUMBER DESCRIPTION 80260 WHITE SKINNING 80265 GRAY SKINNING TAPE MASTIC MARK NUMBER DESCRIPTION 80069 3/16' X 2' X 25' ROLL 80335 3116' X 2 1/2' X 20' ROLL 80345 3/16' X 7/8' X 28' BOX OF 100 200 LINEAL FEET OF COVERAGE PER BOX 80347 3/16' X 7/8' X 9' (50) AND 3' (150) BOX 100 UNEAR FEET OF COVERAGE PER BOX 80349 3116' X 7/8' X 40' ROLL 80390 3/16' X 1/4' X40' ROLL VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 I I I I I NTS DESCRIPTION 3' INSIDE PANEL RIB CLOSURE 3' OUTSIDE PANEL RIB CLOSURE 3' INSIDE VEE RIB CLOSURE 3' OUTSIDE VEE RIB CLOSURE 16' INSIDE STRAN -LOK CLOSURE 16' OUTSIDE STRAN -LOK CLOSURE 3' INSIDE RPR PANEL CLOSURE 3' OUTSIDE RPR PANEL CLOSURE SSR FOAM INSIDE CLOSURE SSR HARD RUBBER INSIDE CLOSURE DESCRIPTI 9:35:02 MARK NUMBER 55291 55296 55297 55283 55292 55265 55293 55294 55295 55285 FOR CONSTRUCTION MARK NUMBER COLOR 55185 PATRICIAN BRONZE MARK NUMBER DESCRIPTION 80270 WHITE NON-SKINNING 80507 BRONZE SKINNING Common Warehouse Partmarks !BUILDER CHG Building Systems, Inc. p USTOMERET Environmental 1OCATIO" Port Angeles, Washington !PROJECT Port Angeles Transfer Station i BUILOEWS PGB 105.570 FILENAME CA0600160-01 OE1.vpc COLOR FOREST GREEN HEMLOCK GREEN JADE GREEN LEAF GREEN MATTE BLACK PATRICIAN BRONZE REGAL BLUE TAHOE BLUE TERRA COTTA ZINC GRAY BUILDINGS vARmRwmR VPC VERSI 5.3c JOB S CA0600160 -01 DATE 10/4/2005 DRAW N /CHECK AF GB PAGE TYP SEE NOTE 4 V N TYP V R* Ira ROWS OUi N 1/2 DENOTES 2j¢" N HAUNCH COLUMN CONNECTION TOP BOLTED SEE NOTE 4 I FRAME CONNECTION INTERIOR COLUMN SEE NOTE 4 N V V STITCH DESIGN MEMBER DEPTH 1 1/ (10 (3/16 GA. WEB (SEE FRAME CROSS SECTION) 4 8 (5/16 1/2 WEB V TYPICAL BASE PLATE CONNECTION BASE PLATE TO COWMN I 1/2" DESIGN MEMBER DEPTH 1 DENOTES 2%" BASE PLATE I I W co Ui 0 VSTTCH 1 -5 -3(10 1/4 WEB) 2 5 (3/16 1/4 WEB) 4 8 (5/16 1/2 WEB)) I m MAY BE STRAIGHT I I I I COLUMN (CX OR (ICX MAY BE STRAIGHT SEE NOTE 4 SEE NOTE 4 DENOTES 2 V DESIGN MEMBER DEPTH V STITCH 1 1/2" 3 (10 GA. WEB) 2 5 (3/16 1/4 WEB) 4 8 5/16 1/2 WEB) LOW SIDE HAUNCH CONNECTION FACE BOLTED VSTITCH f 11/2' 3 (10 GA. WEB) BEAM MAY BE 2 5 (3/16 1/4 WEB) TAPERED 4 8 (5/16 1/2 WEB) DESIGN MEMBER DEPTH HIGH SIDE CONNECTION FACE BOLTED SEE NOTE 4 V 4 V Iy ROWS IN v THE VP ENGINEER S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER S SEAL DOES NOT APPLY TO HE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER PORMANCE REQUIREMENTS SPECIFIED BY VP ROWS N I I TUBE OR PIPE BASE PLATE CONNEC I 1 BASE PLATE TO COLUMN N V BASE PLATE !EXPIRES DENOTES 2%' 1 w co w <TYP ROWS OUT E7 z *lT TI V COLUMN (CX OR (ICX RANDOM SHOP SPLICE I I TUBE OR PIPE COLUMN 1 SEE NOTE 4 RIDGE CONNECTION BOLTED FLANGE PLATE _WEB PLATE FLANGE CHANGE CONNECTION SPUCE V M IN. TYPICAL NOTES TYPICAL SECTION THRU BUILT -UP MEMBERS THIS DRAWING. INCLUDING THE INFORMATION HEREON REMAINS HE PROPERTY OF VP BU DING IT IS OVIDEO SOLELY FOR ERECTING THE B IL SCRIBED IN THE APPLICABLE P RCHAS HOER A SHALL NOT BE MO ITS. REPRODUCED OR USED ANY OTHER PURPO WITHOUT PRIOR WRITTEN APPR VAL OF VP BUILDING THE GENERAL CONTRACTOR AND/OR ERECTO OLELY RES SIBLE FOR ACCURATE. GOOD UALNY WORKMANSHI ECTIN THIS BUILD IN CONFORMANCE WITH THIS DRAWING. DETAILS REFERENCED IN THIS DRAW INS ALL APPLICABLE VP ERECTION GUIDES AND INDUSTRY STANDARDS PERTAINING PROPER ERECTIO INCLUDING THE CORRECT USE TEMPORARY BRACIN ROWS OUT ROWS IN GENERAL NOTES: 1 SEE FRAME CROSS SECTION FOR BOLTING PLATE THICKNESS AND NUMBER OF ROWS OUT AND IN. 2. MIN. BOLTING PLATE WIDTH FLANGE SIZE (6" MN.) 3. BOLTS AT 3' GUAGE TYPICAL 4 SIZE OF WELDS UNLESS NOTED ARE BASED ON MATERIAL THICKNESS AND A.W.S. STANDARDS FLANGE THICKNESS 1 3/16" I I/4" 1 5/16 3 /B' I 1/2" I 5/8" I 3/4" 1 I" 11 veil 1/4 "I>1 1/41 1 3/1 ;01 1/8" 11 /B" I 1/8' I I/8" I 1/8" 1 /B" 1 3/16' 1 3/16" 1 3/16' 3/16' 1 3/16' C, 1/4" 1 1 /B" 11 /8" 11 /B" I 1/8" I 1/8" I 1/8' 3/16' 3/16" 11/4' 1 5/16" 11/B" I 1/8" 1 3/16' 1 3/16' 1 3/16" 1 3/16" 3/16" 3/16" I 1/4" 3/8' 1 1/B" I 1/8' 1 3/16" I 3/16" 1 3/16' 1 3/16' 3/16" 3/16' 1/4" 1/2" I 1/B" I 1/8" 1 3/16" 1 3/16' 1 3/16" i 3/16" 3/16" 3/16" 11/4" 5/8" I 1/B" I 1/8" 3/16" 1 3/16' 1 3/16" I 1/4" 1/4" 1/4" 11/4" I 3/4" 13/16" 1 3/16" 1 3/16' 1 3/16" 13/16' I 1/4' 1/4" 1/4" I 1/4" DENOTES 21/2" I I 1 TYP 1/4" 1 1/4 TYP 1/4" 1 5/16" 2 1/4' 1 5/16" 1/4" 1 5/16" 1/4" 1 5/16" 1/4" 1 5/16" 1 I I LIGHT GAGE WELDS VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 REV DATE 2/7/2006 I I I I I I I I NTS I SPLICE CONNECTION I I UP TO 1/4 MAT If RANDOM SHOP SPLICE SHOP SPUCE LIGHT GUAGE WELDS SHAPES PRODUCED FROM DOUBLE CEE UGHT GUAGE MATERIALS SHALL BE JOINED BY INTERMITTENT GROOVE WEWS DOWN BOTH SIDES OF THE MEMBER. THE WELDS INT SHALL BE 2" LONG AND LOCATED NO FURTHER APART FROM THE SPACING SHOWN IN THE TABLE. IN ADDITION TO THE REQUIRED INTERMITTENT WELDS THE FIRST 2" AT EACH END OF THE MEMBER SHALL BE JOINED BY 2" OF WELD. DESCRIPTIO 9:35:31 DENOTES 2% T1 P I ROWS I* OUT I .0 V \TYP R IN II UP TO 1/4" MAT 1/4" MAT. SPACING TABLE MEMBER MAX. SPACING LENGTH I OF 2" WELD 6' I L(inc) 6 26' 12'1 12' Z 12' 181 24 1> 18' 241 36" 1 24' I 48" 1/4" MAT. UP TO 1/4" MAT BEAM MAY BE TAPERED 1/4" MAT TAB LL/ 41/ z, FOR CONSTRUCTION MRD50 Drawing BUILDER I CHG Building Systems, Inc. ICUSTOMER ET Environmental °CATION Port Angeles, Washington rROJECT Port Angeles Transfer Station �BUILDERG Poi 105.570 FILENAME CA0600160 -01OE1 vpc 1 I Y BUILDINGS VPC VERSI 5.3c CA0600160-01 DATE 10/4/2005 DRAW WOIECK AF GB PAGE 26 OF 26