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HomeMy WebLinkAboutPLANS - 05-00185 - Legacy Flight Museum - Airplane HAngerC:) C./) C) C.D LL_ DRAWING INDEX DRAWING TITLE PAGES Cover Sheet 1 Notes 2 Anchor Bolt Plan 3 -4 Primary Structural 5 -12 Secondary Structural 13 -18 Covering 19 -27 Special Drawings 28 -30 Standard Erection Details I 31 -36 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 RELEASE HISTORY TYPE DATE PremitDrawings Final - For Construction DESCRIPTION 5127/05 I PERMIT SET- For Building Dept. Approval 07/05/05 1 FOR CONSTRUCTION THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. 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 THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. 5/26/2005 10:38:09 GENERAL NOTES GRADE 50 GRADE 55 GRADE 65, UNLESS NOTED GRADE 36 KSI OR GRADE 50 GRADE B GRADE 50 CLASS 2 OR GRADE 80 MATERIALS 3 PLATE WELDED SECTIONS COLD FORMED LIGHT GAGE SHAPES BRACE RODS HOT ROLLED MILL SHAPES HOLLOW STRUCTURAL SECTION (HSS) CLADDING ASTM DESIGNATION A529, A572, A1011 SS A1011 SS A572 A36, A572, A529, A992 A500 A653, A792 A325 BOLT TIGHTENING REQUIREMENTS 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 A490 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. CODES AND LOADS WHEN MULTIPLE BUILDINGS ARE INVOLVED, SPECIFIC LOAD FACTORS FOR DIFFERING OCCUPANCIES, BUILDING DIMENSIONS, HEIGHTS, FRAMING SYSTEMS, ROOF SLOPES, ETC., MAY RESULT IN DIFFERENT LOAD APPLICATION FACTORS THAN INDICATED BELOW. SEE CALCULATIONS FOR FURTHER DETAILS. Building Code: 2003 International Building Code Shop: Building Use:Standard Occupancy Structure, Collateral Gravity: 3.00 psf (Not Including bldg wt) Copy of Shop: Building Use:Standard Occupancy Structure, Collateral Gravity: 3.00 psf (Not Including bldg wt) LIVE LOADS AND RAINFALL Live Load 20.00 psf (Reducible) Rainfall: 4.00 in per hour SNOW LOAD Ground Snow: 47.00 , Roof Snow: 35.00 psf, Flat Roof Snow: 35.00 psf Snow Exposure Category: 2 Partially Exposed Snow Importance: 1.000 Thermal Category (Factor): Heated (1.00) WIND LOAD Wind Speed: 90.00 mph, Wind Exposure: C Basic Wind Pressure: 16.22 psf Wind Importance Factor: 1.000, Ft= Topographic Factor: 1.0000 Wind Enclosure: Enclosed, 0.180 Note: If the building is design 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:51.08 %g, S1:16.44 %g Seismic Hazard / Use Group: Group 1 Seismic Performance / Design Category: D (See Bolt Tightening Note Above) Seismic Snow Load: 7.00 psf Seismic Importance: 1.000 Soil Profile Type: Stiff soil (D, 4) Design Spectral Response - Sds: 0.4738, Sd1: 0.2348 Ordinary Steel Moment Frames Frame Redundancy Factor:1.1056 Framing R- Factor: 3.5000, Frame Seismic Factor (Cs): 0.1354, Design Base Shear = 0.1354 W Ordinary Steel Concentric Braced Frames Brace Redundancy Factor:1.4037 Bracing R- Factor: 3.5000, Brace Seismic Factor (Cs): 0.1354, Design Base Shear = 0.1354 W r_r'0C't 0 > 1 >Y` " cl 1 0 91,Of A4,C F e-,4- PINV-L, Teton West JOBNO CUSTOMER Warhawk Air Museum CA0500596 -01 COVER SHEET BUILDER VP BUILDINGS, INC. AISC CATG. MB CERTIFIED LOCATION Rexburg, Idaho PROJECT Museum BUILDERS PO# FILENAME CA0500696- 01OE1.copy.VPC DATE 5/27/2005 RVARCO-PRUDEN BUILDINGS DRAWN CHECK TLS GB PAGE VPC VERSION 5.2d 1 yr tsunaings, inc. 3zuu Players Club Circle Memphis TN 38125 BUILDER/CONTRACTOR RESPONSIBILITIES FIRE CODE COMPLIANCE VP BUILDINGS CERTIFICATIONS 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 WE 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. 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. VP steel roof systems are ICC Fire Class B roof assemblies. VP SSR steel roof systems are available for FM Class 1 fire rating. UL approved fire rated assemblies (1 -1 1/2 ") - Design No. P265 and P268. 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. AISC MB Cert. MB Cert. MB Cert. MB Cert. MB Cert. MB Cert. MB Cert. ISO 9001 9001 9001 9001 9001 9001 [AS FA -377 FA -401 FA -240 FA -388 FA -376 FA -378 CSA -A660 VPBULO VPBU10 CWB Div. 1 Div. 1 Los Angeles, CA Div. 1 Div. 1 Houston, TX Approved Approved Riverside, CA Type 1 Fab #SP02 -0028 Clark Co., NV Fab ID# 241 San Bernardino Co, CA Fab ID# 121 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. RRACING 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 struts. 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. FIFI n WFI nwr; All field welding shall be done at the direction of a design professional, and done in accordance with governing requirements (AWS in USA, CWB in Canada) by welders qualified to perform the welding as directed by the applicable welding procedure specification (WPS). A WPS shall be prepared by the contractor for each welding variation specified. Unless otherwise approved, use E70ksi yield, low hydrogen electrodes. The contractor shall provide for any special welding inspection as required by code. DFLIVFRIFS 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 20OF (104C) Tape sealants - Service Temperature Range (Degrees): Min -60F ( -50C); Max 212F (100C) INDEPENDENT MEZZANINES 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. 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. 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 engineer 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 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. 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 1-76,1-90-,1-120. ADDITIONAL JOB NOTES 1. NBVP = Not By VP Buildings 2. Shimming may be required at splices in order to bring adjacent frame rafters into alignment. See Detail EN20A1. 3. HANGAR DOOR at LINE 1: Field weld door hinge to VP stub columns after all dead weight (except door track) has been applied to the frame. It is the responsibility of the contractor to coordinate with door supplier to verify that the system can accommodate the framing movements indicated. The in place location of a frame is impossible to calculate considering shop tolerances, therefore shimming may be required to place the rafter at the desired location under dead load only. Once the frame is shimmed to the desired location, the Snow load deflection is 3.05" +/- Wind load deflection is 1.43" +1_ Total deflection range is 4.48" FOR CONSTRUCTION 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. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 REV I DATE I BY I DESCRIPTION ERECTION NOTES 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 THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. "-" Teton West CUSTOMER Warhawk Air Museum Rexburg, Idaho PROJECT Museum NTS BUILDERS PO# VP BUILDINGS VARCO-PRUC EN VPC VERSION: 5.2d JOBNO CA0500596 -01 DATE 5/27/2005 DRAWN /CHECK TLS GB 5/26/2005 10:38:11 FILENAME: CA0500596 01OE1.coDv.VPC a/Zb/ZUua 10:44:12 "" CA0500596- 01OE1.VPC 6" 162mm o r M tj E d' N O r LO h . N V_ L 21 /2" 21 /2" mm b`Tmm F M-1 L I N E N � c0 N E E r � N caD 102mm '127mm I Mi N t N r N N O r E tt3 E h N r 2 1/2" 2 1/2" 64mm I I I 64mm F 21/2 2 1/2" 64mm I I I 64mm F r— N r 1 (4)3/4" Dia. A36 A.Bolts D2 (4)3/4" Dia. A36 A.Bolts D3 (4) 3/4" Dia. A36 A.Bolts �_ D4 (4)1 1/2 Dia. A36 A.Bolts D5 (4) 1" Dia. A36 A.Bolts Plate W =8" L =1' -1" Plate W =8" L= 1' -2,a Plate W =10" L =1' -1" Plate W =11" L =1' -1" Plate W =9" L =1' -1" levation= 101' -0" Elevation= 1011-0" Elevation= 100' -0" Elevation = 1001-0" Elevation= 100' -0" 6 11 162mm 2 1/2" (64mm) PROJECTION (U.O.N.) BOTTOM OF COLUMN o c -- -- E BASE PLATE ELEV. .7 Dim. X �� Dim. X ° c E a E } L E N Dim. X � LJ Dim. X y c W 402 + 402 -- — -- -FH- r �) J °z ca T T - - E � 21/2 2 112 � 2 1/2' 2 1/2" � 64mm 64mm 64mm 64mm 21/2" 31/2" d F FL N � 64mm 89mm 2112" 21/2" 00'' TYPICAL ANCHOR mm mm FL BOLT PROJECTION 6 (4)3/4" Dia. A36 A.Bolts Plate W =8" L =11 ", X =4 1/4" levation= 190(!, L'�r EL I VARIES 7 (4)3/4" Dia. A36 A.Bolts late W =8" L= 1' -0 X =4 3/4" levation= 1 g1M1' -4 D8 (4)3/4" Dia. A36 A. Plate W =8" L =1' - 1" Elevation = 100' -0" 9 (4)3/4" Dia. A36 A.Bolts late W =8" L =9" levation = 101' -0" BOTTOM OF COLUMN BASE PLATE STD = 1/2" 03mm) FLUSH = 0" (Omm) TYPICAL COLUMN BASE PLATE DETAIL , ( ' � y �F f"' Finished Floor Elevation = 100 %0" (Unless Noted Otherwise) 1. CONCRETE, GROUT, ANCHOR BOLTS, AND ANY OTHER EMBEDDED ITEMS ARE THE VP ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, TO BE FURNISHED BY OTHERS ONLY TO THE WORK PRODUCT OF REMAINS THE PROPERTY OF VP BUILDINGS. VP Buildings, I nc. 2. ANCHOR BOLT DIAMETERS WERE DETERMINED BY ALLOWABLE SHEAR AND TENSION VP AND DESIGN AND PERFORM IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING ANCE ANCHOR BOLT PLAN - DETAILS REQUIREMENTS SPECIFIED BY VP. DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND 3200 Players Club Circle Memphis TN 38125 PER AtSC SPECIFICATIONS (FY = 36 KSI). ANCHOR BOLT LENGTH ' EFFECTS SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR THE VP ENGINEER'S SEAL DOES ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN OF EMBEDDED ANCHOR BOLT EDGE DIMENSIONS AND METHOD OF TRANSFERRING NOT APPLY TO THE PERFORMANCE APPROVAL OF VP BUILDINGS. REV DATE BY DESCRIPTION B UILDER Teton West JOB# FORCES FROM ANCHOR BOLTS TO FOOTINGS ARE TO BE DETERMINED BY OTHERS. OR DESIGN OF ANY OTHER PRODUCT CA0500596 -01 3. DESIGN LOADS AND REACTIONS ARE FURNISHED IN THE REACTIONS REPORT OR COMPONENT FURNISHED BY VP THE GENERAL CONTRACTOR AND /OR ERECTOR IS SOLELY 2 -t �--I „ .� 1 CUSTOMER DATE EXCEPT TO ANY DESIGN OR PER- RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKM ANSHI 4. FOUNDATION MUST BE LEVEL, SQUARE AND SMOOTH. ANCHOR BOLTS MUST BE LOCATION FORMANCE REQUIREMENTS IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS Rexburg 5/27/2005 ACCURATELY PLACED AS SHOWN ON THIS DRAWING OR STEEL WILL NOT FIT DRAWING DETAILS REFERENCED IN THIS DRAWING g, Idaho On DINGS SPECIFIED BY VP. ALLAPPLI� ABLE VP ERECTION GUIDES, PROJECT DRAWN /CHECK AND INDUSTRY STANDARDS PERTAINING TO PROPER Museum DEN ELA GB ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BUILDERS PO# PAGE BRACING. NTS VPC VERSION: 5.2b 4 a E � O r E W) E 5/26/2005 10:44:14 " """' CA0500596- 01OE1.VPC 5126/2005 11:32:38 FILENAME: CA0500596- 01OE1.VPC Frame Member Schedule CA325 Bolt Connection & Plate Schedule Part Mem. Width Thick. Webthk Depthl Plate CX001 1 7 .1875 . 1345 1' -0" RBX001 2 6" .2500 .1345 1' - 2 " 8 3 6 .3750 .1875 1' -10" 4 6 .3750 .1875 3' - 6 " RBX002 5 6 .3750 . 1875 1' - 0 " RBX003 6 6 .3750 . 1875 3' -5" RBX004 7 6 .3750 .1875 1' - 0 " 8 6 .3750 .1875 3' -6" 3' - 6 " 9 6 .2500 .1345 1' -10" CX001 10 7" .1875 .1345 1' -0" EPX001 11 6 .2500 .1644 1' - 1 " EPX002 12 6" .2500 . 1644 i' -1" EPX003 13 6 .2500 .1644 1' - 1 " EPX011 14 6 .2500 .1644 1' - 1 " EPX005 15 6" .2500 . 1644 1' - 1 " EPX006 16 6" .2500 .1644 1' - 1 " EPX007 17 6 .2500 .1644 1' - 1 " EPX008 18 6" .2500 .1644 1' - 1 " EPX009 19 6" .2500 .1644 1' - 1 " EPX009 20 6" .2500 .1644 1' - 1 " EPX008 21 6" .2500 .1644 1' - 1 " EPX018 22 6" .2500 .1644 1' - 1 " EPX010 23 6 .2500 .1644 1' -1" EPX005 24 6 .2500 . 1644 1' - 1 " EPX011 25 6" .2500 .1644 1' - 1 " EPX016 26 6 .2500 .1644 1' - 1 " M Frame Clearances Horiz. Clearance between Vert. Clearance at member Vert. Clearance at member Vert. Clearance at member Vert. Clearance at member Finished Floor Elevation nembers 1 (CX001) and 10 (CX001) : 116' - 1 " 1(CX001): 20' -3 3/8" 10(CX001): 20' -3 3/8" ll(EPX001): 19' -6 1/4" 12(EPX002) : 19' -6 1/4" 100' -0" (Unless Noted Otherwise) 0,_2 1/2" 1.000: 14 @ 4 0 I N 101' -0" 101' -0" 101' -0" 101' -0" 10' -7 15/16" 7' -11 11/16" - - I1{- } 1. - -6' -7 5/16 " 1 , -7' -11 11/16" 7' -11 11/16" � 7' -11 11/16" 7' -11 11/16" - LZI - -7' -11 11/16" 7' -11 11/16 " -7' -11 11/16" # 7' -11 11/16 " - 6' -7 5/16 "- (<-{1E 7' -11 11/16" 10' -7 15/16" I -0" I 120 ` ' FRAME CROSS SECTION AT FRAME LINES) 1 d' M m I v� .1 N 1 r 8 27' -0 "" CA325 Bolt Connection & Plate Schedule Depth2 Approx. Lgth Id Qty Bolt Bolt Plate Rows Rows Tension Washer 1' -3" 20' -5 1/4" Dia. Length Thick. Out In Bolt 1' -10" 28` -4 7/16" A 8 3/4" 2 1/2" 3/4" 2 2 3' - 6 " B 6 3/4" 2 3/4" 7/8" 2 1 1' - 0 " 2 2' -11 7/8" C 10 3/4" 2 1/4" 5/8" 2 3 3' - 5 " 29' -11 5/8" D 4 3/4" 2" 3/8" 1 1 1' - 0 " 29' -11 15/16" 1. USE 1/2 X 1 1/2 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO THE VP ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. VP Building I nc. 3' - 6 " 28' -4 1/16" FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS ONLY TO THE WORK PRODUCT OF IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING FRAME CROSS SECTION AT 1' -10" VP AND DESIGN AND PERFORMANCE DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND 3200 Players Club Circle Memphis TN 38125 1' -2" UNLESS NOTED OTHERWISE REQUIREMENTS SPECIFIED BY VP. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR 1' -3" 20' -5 1/4" ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. REV DATE BY DESCRIPTION BUILDER Teton West 1' -1" 18' -6 1/2" JOBNO NOT APPLY TO THE PERFORMANCE 1' -1" 18' -6 1/2" CA0500596 -01 THE GENERAL CONTRACTOR AND /OR ERECTOR IS SOLELY 1' -1" 1' -4 1/2" SIDE OF THE WEB AS THE HILLSIDE WASHER. OR DESIGN OF ANY OTHER PRODUCT CUSTOMER Warhawk Air Museum 9Q 44 1' -1" 11 3/8" OR COMPONENT FURNISHED BY VP RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP 1' - 1 " 2' -8 5/16" 5/27/2005 M 1' -1" 3' -11 1/8" IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS LOCATION Rexburg, Idaho O C h u - __ _- W -,-_ --_ _,..- DRAWN /CHECK B 1' -1" 3' -11 5/16" DRAWING, DETAILS REFERENCED IN THIS DRAWING VP BUILDINGS 1' -1" 3' -11 1/2" SPECIFIED BY VP. ALL APPLICABLE VP ERECTION GUIDES, PROJECT Museum 1' -1" 3' -11 11/16" TLS GB " -- W _- W O o AND INDUSTRY STANDARDS PERTAINING TO PROPER •'J1 W 1' -1" 3' -11 11/16" 1' -1" 3' -11 1/2" NTS VPC VERSION: 5.2b PAGE 6 1' -1" 3' -11 5/16" _..- 1' -1" 3' -11 1/8" 1' -1" 2' -8 5/16" RBX0021 1' -1" 11 3/8" RBX003 1' -1" 1' -4 1/2" Q Frame Clearances Horiz. Clearance between Vert. Clearance at member Vert. Clearance at member Vert. Clearance at member Vert. Clearance at member Finished Floor Elevation nembers 1 (CX001) and 10 (CX001) : 116' - 1 " 1(CX001): 20' -3 3/8" 10(CX001): 20' -3 3/8" ll(EPX001): 19' -6 1/4" 12(EPX002) : 19' -6 1/4" 100' -0" (Unless Noted Otherwise) 0,_2 1/2" 1.000: 14 @ 4 0 I N 101' -0" 101' -0" 101' -0" 101' -0" 10' -7 15/16" 7' -11 11/16" - - I1{- } 1. - -6' -7 5/16 " 1 , -7' -11 11/16" 7' -11 11/16" � 7' -11 11/16" 7' -11 11/16" - LZI - -7' -11 11/16" 7' -11 11/16 " -7' -11 11/16" # 7' -11 11/16 " - 6' -7 5/16 "- (<-{1E 7' -11 11/16" 10' -7 15/16" I -0" I 120 ` ' FRAME CROSS SECTION AT FRAME LINES) 1 d' M m I v� .1 N 1 r 8 27' -0 "" 7 3 3/8" O 6 2' -4 7/16" 5 l' -6 11/16" ^ " 4 2 @ 5 "% � 3 8 1/2" as 2 2' -11 7/8" 1 1'-4 3/8" FOR CONSTRUCTION Dimension Key VP Ref: Shape Name = Shop Wall 4, Frame 1 1. USE 1/2 X 1 1/2 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO THE VP ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. VP Building I nc. FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS ONLY TO THE WORK PRODUCT OF IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING FRAME CROSS SECTION AT FRAME LINE( S) 1 VP AND DESIGN AND PERFORMANCE DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND 3200 Players Club Circle Memphis TN 38125 UNLESS NOTED OTHERWISE REQUIREMENTS SPECIFIED BY VP. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME THE VP ENGINEER'S SEAL DOES ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. REV DATE BY DESCRIPTION BUILDER Teton West JOBNO NOT APPLY TO THE PERFORMANCE CA0500596 -01 THE GENERAL CONTRACTOR AND /OR ERECTOR IS SOLELY SIDE OF THE WEB AS THE HILLSIDE WASHER. OR DESIGN OF ANY OTHER PRODUCT CUSTOMER Warhawk Air Museum 9Q 44 DATE OR COMPONENT FURNISHED BY VP RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP 5/27/2005 M EXCEPT TO ANY DESIGN OR PER IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS LOCATION Rexburg, Idaho O C h u - __ _- W -,-_ --_ _,..- DRAWN /CHECK B FORMANCE REQUIREMENTS DRAWING, DETAILS REFERENCED IN THIS DRAWING VP BUILDINGS SPECIFIED BY VP. ALL APPLICABLE VP ERECTION GUIDES, PROJECT Museum _ VARCO- PRUDEN TLS GB " -- W _- W O o AND INDUSTRY STANDARDS PERTAINING TO PROPER •'J1 W ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUILDERS PO# NTS VPC VERSION: 5.2b PAGE 6 ' 112" 1.000:1 -14 @ 4' -0 N 6/21/2005 14:00:53 FILENAME: CA0500596- 010E1.VPC O � 9Q 44 M 0 O C h u - __ _- W -,-_ --_ _,..- B _ W ._- " -- W _- W O o •'J1 W _..- co RBX0021 RBX003 Q A ° 0 w 0 rn 0 rn 0 w 0 m ,1 o A Ln o O X O X O O O O O O N °o R8 k00q RBX001 ' oo >C � , D ° w ° w as w w w w w a w a w a w w w D 1 � a k x 118' -2 5/8" 118 -2 5/8" 118' -2 5/8" 118' -2 5/8" 118' -2 5/8" 118' -2 5/8" 118' -2 5/1118' -2 5/8" 118' -2 5/8" 118' -2 5/8" 118' -2 5/8" 118' -2 5/8" 118 -2 5/8" 118 -2 5/8" Use Part Mark FBLC2 @ all flange brace (FB- & SFB -) to purlin connection (Typ U.N.) O O O N 00 DC X U o w k 0 o i w N 6/21/2005 14:00:53 FILENAME: CA0500596- 010E1.VPC n►zi►zuuo 14:u0:53 " " " "" CA0500596- 01OE1.conv.VPC Frame Member Schedule IV a a O Bolt Connection & Plate Schedule d Frame Clearances F Part Mem. Width Thick. Webthk Depthl Depth2 Approx. Lgth Id Qty Bolt Bolt Plate Rows Rows Tension Washer Horiz. Clearance between members l(CX002) and 6(CX002): 110' -4" CX002 5 10" .5000 .3750 1' - 0 " 4' -1 3/8" 21' -7 7/8" Dia. Length Thick. Out In Bolt Vert. Clearance at member 2(CX002): 17' -7 11/16" 1 10" .5000 .6250 4' -1 1/4" 4' -0 15/16" A 6 1 1/2" 5 1/2" 1 3/A. 3 0 Vert. Clearance at member 5(CX002): 17' -7 11/16" 2 10" .5000 .6250 4' -2 1/16" 3' -10 3/16" B 4 1 1/2" 5 1/2" 1 3/ " 0 2 Finished Floor Elevation = 100' -0" (Unless Noted Otherwise) CX002 5 10" .5000 .6250 4' -2 1/16" 3' -10 3/16" 21' -7 7/8 C 6 3/4 2 1/2" 3 0 VP AND DESIGN AND PERFORMANCE 6 10" 5000 .3750 1' - 0 " 4' -2 1/16" REQUIREMENTS SPECIFIED BY VP. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR D 8 3/4 2 1/2" 4 0 ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. REV TRX001 BY DESCRIPTION BUILDER Teton W est 4' -0" 4' -0" JOBNO 19' -1 13/16" E 6 3/4 2 3/4" 7/8" 3 0 CA0500596 -01 TRX002 4' - 0 " 4' - 0 3/16" 36' - 6 " F 8 3/4" 2 1/4" 5/8" 4 0 TRX003 Warhawk Air Museum 4' -0 3/16" 4' -0" EXCEPT TO ANY DESIGN OR PER— 36' -6" LOCATION G 4 1 1/2" 5 1/2" 1 3 /�t' 2 0 FORMANCE REQUIREMENTS TRX004 IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING 4' - 0 " 4' -0" Rexburg, Idaho 19' -1 13/16" DRAWN /CHECK SPECIFIED BY VP. ALL APPLICABLE VP ERECTION GUIDES, AK 0' -2 1/2„ 1.000:1 14 @ 4, -0"_. c M rn i c (2)SFB60101 o I i n (2)SFB40501 o � N N i I a cv I C` yr V IV a a O c m o u / N d o `n F o c o �r m o m W —_ C o 0 ,n co m N 49 4,�F, N W — 5 27 . - B TRX00 O O U m TRX00 Part Mark FBLC2 required at all flange brace (FB- & SFB -) to purlin conections Use Part Mark 2XPO8402090 at structural flange brace (SBA -) (Typ.) TRX003 TRX00 0 6Y) O N (p O VI N to N o°, U h (2) 3FB6010 (2) SFB4050 a M rn I 0 I ut c N r 120' -Orr FRAME CROSS SECTION AT FRAME LINES) 2 V a a c m o u / o Ln m W ._-- --- --- ap O W— - - -- .r m 0 M W .._. — - -- F m o W W V1 — — --__ -_._ m 0 LO W _' —`— — .__ �r m o m W —_ C o 0 120' -Orr FRAME CROSS SECTION AT FRAME LINES) 2 0'-2 112" 1.000:1 --14 @ 4' -0' V m o a w v 'ti O N a co 49 4,�F, EQ 5 27 4 3 3/8" 3 2' -4 7/16" 2 l' -6 11/16" �� FO CONSTRUCTION _�- Dimension Key VP Ref: Shape Name = Shop Wall 4, Frame 2 1. USE 1/2 X 1 1/2 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO THE VP ENGINEER'S SEAL APPLIES THIS REMAINS G ,INCLUDINGTHEINFLDINGSONHEREON, REMAINS THE PROPERTY OF VP BUILDINGS. VP Buildings, Inc. FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS ONLY TO THE WORK PRODUCT OF IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING FRAME CROSS SECTION AT FRAME LINE(S) 2 VP AND DESIGN AND PERFORMANCE DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND 3200 Players Club Circle Memphis TN 38125 UNLESS NOTED OTHERWISE REQUIREMENTS SPECIFIED BY VP. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME THE VP ENGINEER'S SEAL DOES ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. REV DATE BY DESCRIPTION BUILDER Teton W est JOBNO NOT APPLY TO THE PERFORMANCE CA0500596 -01 SIDE OF THE WEB AS THE HILLSIDE WASHER OR DESIGN OF ANY OTHER PRODUCT CUSTOMER DATE OR COMPONENT FURNISHED BY VP THE GENERAL CONTRACTOR AND /OR ERECTOR IS SOLELY Warhawk Air Museum EXCEPT TO ANY DESIGN OR PER— RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP LOCATION 5 /Z7 /2005 FORMANCE REQUIREMENTS IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING Rexburg, Idaho VP BUILDINGS DRAWN /CHECK SPECIFIED BY VP. ALL APPLICABLE VP ERECTION GUIDES, PROJECT Museum VAR CO TLS GB AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BUILDERS PO# PAGE BRACING. NTS VPC VERSION: 5.2b 0'-2 112" 1.000:1 --14 @ 4' -0' 6121/2005 12:22:49 FILENAME` CA0500596- 010E1.VPC V m o a o O N Ln CQ co EQ 6121/2005 12:22:49 FILENAME` CA0500596- 010E1.VPC Frame Member Schedule 0 o , a Part Mem. Width Thick. Webthk Depthl Depth2 o _ Approx. Lgth CX004 1 9" .5000 .3750 1' - 4' - 5 1/16" 21' - 8 1/8" 3 /. �aa, 2 9 .5000 .6250 4' -5 1/16" 4' -1 3/16" CX004 5 9" .5000 .6250 4' -5 1/16" 4' -1 3/16" 21' -8 1/8" 27 6 9 .5000 .3750 1' - 0 " 4' -5 1/16" TRX005 4 4' - 0 " 4' - 0 " 18' -10 13/16" TRX006 3 l' -6 11/16" 4' - 0 " 4' -0 3/16" 36' - 6 " TRX007 2 @ 5' -0" 4' -0 3/16" 4' -0" 36' -6" 8 1/2" TRX008 4' - 0 " 4' - 0 " Dimension Key 18' -10 13/16" AK O M O O N 'n N O y W h - --2 1 /2 " 1.000: l4 @ 4' -0 FIN I (2)SFB6030( C t O I N SFB3110' N I TRX00 \`;A325 Bolt Connection & Plate Schedule Id Qty Bolt Bolt Plate Rows Rows Tension Washer Dia. Length Thick. Out In Bolt A 6 1 1/2" 5 1/2" 1 NJ 3 0 yes B 4 1 1/2" 5 1/2" 1 So .N 2 0 yes C 6 3/4" 2 1/2" 3 0 D 8 3/4 2 1/4" 5/8" 4 0 E 6 3/4" 2 3/4" 7/8" 3 0 F 8 3/4" 2 1/2" 4 0 0 o , a o co c n � � W o _ G � N h 3 /. �aa, D. TRX00 \`;A325 Bolt Connection & Plate Schedule Id Qty Bolt Bolt Plate Rows Rows Tension Washer Dia. Length Thick. Out In Bolt A 6 1 1/2" 5 1/2" 1 NJ 3 0 yes B 4 1 1/2" 5 1/2" 1 So .N 2 0 yes C 6 3/4" 2 1/2" 3 0 D 8 3/4 2 1/4" 5/8" 4 0 E 6 3/4" 2 3/4" 7/8" 3 0 F 8 3/4" 2 1/2" 4 0 Frame Clearances Horiz. Clearance between members l(CX004) and 6(CX004): 109' -8 15/16" Vert. Clearance at member 2(CX004): 17' -7 15/16" Vert. Clearance at member 5(CX004): 17' -7 15/16" Finished Floor Elevation = 100' -0" (Unless Noted Otherwise) 00 00 c o N m n m Ln w N W o TRX00 6 0' -2 112" 1.000:1 --14 @ 4 ' - 0 ,, _ O N � W o TRX007 �ry v7 B � I I I � I M C rn I i TRX008 m 0 0 x U Use part Mark FBLC2 @ all flange brace (FB- & SFB -) to purlin conection (Typ. U.N.) Use Part Mark 2XPO8402090 @ structural flange brace (SBA -) (Typ.) Cl 0 0 s� i �(2)SFB607 1 I i I SFB3110 I ` nLr, i N I J 120'-0" FRAME CROSS SECTION AT FRAME LINES) 3 {M o , o co n O Ln G � N h Frame Clearances Horiz. Clearance between members l(CX004) and 6(CX004): 109' -8 15/16" Vert. Clearance at member 2(CX004): 17' -7 15/16" Vert. Clearance at member 5(CX004): 17' -7 15/16" Finished Floor Elevation = 100' -0" (Unless Noted Otherwise) 00 00 c o N m n m Ln w N W o TRX00 6 0' -2 112" 1.000:1 --14 @ 4 ' - 0 ,, _ O N � W o TRX007 �ry v7 B � I I I � I M C rn I i TRX008 m 0 0 x U Use part Mark FBLC2 @ all flange brace (FB- & SFB -) to purlin conection (Typ. U.N.) Use Part Mark 2XPO8402090 @ structural flange brace (SBA -) (Typ.) Cl 0 0 s� i �(2)SFB607 1 I i I SFB3110 I ` nLr, i N I J 120'-0" FRAME CROSS SECTION AT FRAME LINES) 3 T 5/26/2005 10:45:36 FILENAME` CA0600596- 01OE1.VPC {M h 3 /. �aa, 6 27 5 3 3/8" 4 2' -4 7/16" 3 l' -6 11/16" 2 2 @ 5' -0" 1 8 1/2" Dimension Key FOR CONSTRUCTION VP Ref: Shape Name = Shop Wall 4, Frame 3 1. USE 1/2 X 1 1/2 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO THE VP ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. VP Buildings, Inc. FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS ONLY TO THE WORK PRODUCT OF IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING FRAME CROSS SECTION AT FRAME LINE(S) 3 VP AND DESIGN AND PERFORMANCE DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND 3200 Players Club Circle Memphis TN 38125 UNLESS NOTED OTHERWISE REQUIREMENTS SPECIFIED BY VP. SHALL NOT BE MODIFIED, REPRODUCED 08 USED FOR 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME THE VP ENGINEER'S SEAL DOES ANYOTHE REV DATE BY DESCRIPTION BUILDER JOBNO NOT APPLY TO THE PERFORMANCE OFVPBUEWITHOUTPRIORWRIfTEN APPROVAL OF VP BUILDINGS. Tet W est SIDE OF THE WEB AS THE HILLSIDE WASHER OR DESIGN OF ANY OTHER PRODUCT CUSTOMER CA0500596 -01 OR COMPONENT FURNISHED BY VP THE GENERAL CONTRACTOR AND /OR ERECTOR IS SOLELY Warhawk Air Museum DATE EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS LOCATION Rexburg, Idaho 5/27/2005 DRAWN /CHECK DRAWING, DETAILS REFERENCED IN THIS DRAWING VP BUILDINGS SPECIFIED BY VP. AND INDUSTRY STANDARDS PERTAINING TO PROPER PROJECT Mus VARCO- PRUDEN TLS GB ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BUILDERS PO# PAGE BRACING. NTS VPC VERSION: 5.2b 8 T 5/26/2005 10:45:36 FILENAME` CA0600596- 01OE1.VPC 5/26/2005 10:45:38 FILENAME: CA0500596- 01OE1.VPC t 9 K 5/26/2005 10:45:41 FILENAME: CA0500596- 01OE1.VPC s 5/26/2005 10:45:45 FILENAME: CA0500596- 01OE1.VPC 6/23/2005 13:14:26 FILENAME: CA0500596- 01OE1.VPC 6/9/2005 7:37:57 FILENAME: CA0500596- 01OE1.VPC Part Mark Key 1 (2) ,TBC2 2 GC121 3 04GO611317 5 04GO705217 6 (2)002PGK0211314 7 04GO205317 8 GFA206 9 GFA106 0 N 0 N Y Non -Std Secondary Part Schedule Part Thick. Depth Lap 001PGK0711214 0.0820 6 1/2" 002PGKO211314 0.0820 6 1/2" S C 2 ) I F �i i Al. (P rd 6 3 5 5 5 7 5 5 3 5 2 (2)OOlPGKO60371 (2)001PGKO711214 (2)001PGKO711214 (2)OOIPGK0711214 (2)OOIPGK0711214 (2)OOIPGK0711214 8 O / / % / / / (2}OOlPGK0711214 /, Tom_ (2) / ( ) 6, OOlPGK0711214 (2)001PGK0711214 2 001PGK060314- 04G1707215 04G1707215 04G1707615 0461707615 78' X/18 91 ding Ddor / 04C1708415 04C1708415 / Cgnc Curb, Curb ,. Co C r i 0' -7 15/16" 7` -11 11/16" 5/16" 7' -11 11/16" 7' -11 11/16" 7` -11 11/16" 7' -11 11/16" h --I3F I 7' -11 11/16" — }�-- -7' -11 11/16 " - — � 7' -11 11/16" 7' -11 11/16" 6' -7 5/16" `' 7' -11 11/16" 1 10' -7 15/16" ( 120'-0" SECONDARY ELEVATION AT 1 Aga , +�• I�° � e x r r 4 ' d. 3 2' -11 7/8" 2 4' -9 3/4" 1 l' -4 3/8" 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. 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. VP Ref: Shape Name = Shop, Wall = 1 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. 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 THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. FOR CONSTRUCTION VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 REV I DATE ( BY I DESCRIPTION 1.01 1 Il SECONDARY ELEVATION AT 1 BUILDER Teton West Warhawk Air Museum LOCATION Rexburg, Idaho PROJECT Museum NTS BUILDERS PO# VP BUILDINGS VARCO - PRUDEN VPC VERSION: 5.2b AK 0 JOBNO CA0500596 -01 5/27/2005 DRAWN /CHECK TLS GB PAGE 14 6/16/2005 16:44:49 FILENAME: CA0500596- 01OE1.VPC w 5/2612005 10:48:39 FILENAME: CA0500596- 01OE1.VPC 6116/2005 16:19:23 FILENAME: CA0500596- 01OE1.VPC 5 /Z7 1Z005 13:14:50 r °'" "'" "` CA0500596- 01OE1.copv.VPC 5126/2005 10:48:41 r " t : NAMh ' CA0600596- 01OE1.VPC Covering Schedule Id Qty Type Length #308 50 PR 35' -6 3/4" #309 50 PR 24' -4" #310 50 PR 3' - 4 " #311 50 PR 35' -6 3/4" #312 50 PR 24' - 4 " Oper. Code:l =SQ,SQ Oper. Code:3 =SQ,SQ Finish:G= Galvalume Color:TD= Standard Color Ice Damming Conditions Exist - (Field Repair Fastener) (1 bags) #55308 #17- 14x1" S.S. Roof Fastener Notes 0 0 ( 0) 312 (50) #310 (50) #309 (50) #308 150' -0" ROOF COVERING PLAN FOR CONSTRUCTION 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. 4. FOR PR PANEL, PRE - DRILLING OF SIDELAP FASTENERS REQUIRED DUE TO THE ABSENCE OF A PURLIN BEARING EDGE. SEE SED RCO3131. Gage OP Fin. Color Direction 26 1 G TD Left to Right 26 1 G TD Left to Right 26 3 G TD Left to Right 26 1 G TD Right to Left 1 26 1 G TD Right to Left (50) #311 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. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT 13 PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. 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 THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 ROOF COVERING PLAN REV DATE BY DESCRIPTION BUILDER Teton West CUSTOMER Warhawk Air Mu LOCATION Rexburg, Idaho PROJECT Museum NTS BUILDERS PO# 512612005 10:48:42 FILENAME: CA0500596 01OE1.VPC Y 4 1 7 ta -t� CA050059 -01 DATE 5/27/2005 FINGS D DRAWN /CHECK EN TLS GB VPC VERSION: PAGE 5.2b 19 6/17/2005 8:01:25 FILENAME: CA0500696- 01OE1.VPC Covering Schedule Id Qty Type Length Gage OP Fin. Color Direction #293 50 PR 20' -3 7/8 26 G K AW Right to Left Oper. Code:G =CR,NT Finish:K =KXL Color :AW = Arctic White T 0 i N N O I N Trim Schedule Id Parts Tl (7.5)BG2 Color Details Match Wall Color EN52A1 ,WCOlDl,WC04Al,WS27A2,WS27C2 TI 150' -0" COVERING ELEVATION AT A VP Ref: Shape Name = Shop, Wall = 2 FOR CONSTRUCTION 1. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM THE VP ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. VP BUIIdIrigS, Inc. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED 2. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP, IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR 3200 Players Club Circle Memphis TN 38125 COVERING ELEVATION AT A 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 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. ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. REV DATE BY DESCRIPTION BUILDER Teton W est CUSTOMER Warhawk Air Museum LOCATION Rexburg, Idaho PROJECT Museum FVARCO INGS JOBNO C�A0500596 -01 (50) #293 5/27/2005 DRAWNICHECK TLS GB ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUILDERS PO# NTS VPC VERSION: 5.2b PAGE 21 T1 cre � Co Cu , 150' -0" COVERING ELEVATION AT A VP Ref: Shape Name = Shop, Wall = 2 FOR CONSTRUCTION 1. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM THE VP ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. VP BUIIdIrigS, Inc. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED 2. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP, IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR 3200 Players Club Circle Memphis TN 38125 COVERING ELEVATION AT A 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 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. ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. REV DATE BY DESCRIPTION BUILDER Teton W est CUSTOMER Warhawk Air Museum LOCATION Rexburg, Idaho PROJECT Museum FVARCO INGS JOBNO C�A0500596 -01 THE GENERAL CONTRACTOR AND /ORERECTORIS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER 5/27/2005 DRAWNICHECK TLS GB ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUILDERS PO# NTS VPC VERSION: 5.2b PAGE 21 5/26/2005 10:48:46 FILENAME: CA0500596- 01OE1.VPC Covering Schedule Trim Schedule Id Qty Type Length Gage OP Fin. Color Direction Id Parts Color Details #699 8 PR 3' -5" 26 1 K AW Left to Right From Peak T1 (3.5)BG2 Match Wall Color EN52A1 WC01D1 WC04A1 WS27A2 WS27C2 #704 8 PR 19' -2 1/2" 26 F K AW Left to Right From Peak T2 CT16,CT05 Special Color 1 WC20A1� #705 4 PR 20' -2 1/2" 26 1 K AW Left to Right From Peak T3 HT10,HT07 Special Color 1 #706 8 PR 3' -5" 26 1 K AW Right to Left From Peak T4 (3)HTSI4,HTS10,(50.7)59215 Special Color 1 #707 8 PR 19' -2 1/2" 26 F K AW Right to Left From Peak T5 (6)TA10,(12)TRMX01 Special Color l #708 4 PR 20' -2 1/2" 26 1 K AW Right to Left From Peak T6 (12) FDT10 Special Color 1 #395 20 VR 4' -10 1/2" 26 1 X 01 Left to Right From Peak T7 (4)GAC1040,(7)RCF10A Arctic White #396 20 VR 11' - 6 " 26 1 X 01 Left to Right From Peak T8 FTC2100 Special Color Oper. Code:l =SQ,SQ Oper. Code:F =CR,SQ Finish:K =KXL Finish :X = Special Request Color :AW = Arctic White Color:01= Costco Red _ IN X UN _ e G \� �� �� O ` ► - � '�' �.. ,� ,�. mot � ,� _ " ® o Q .. '� N �at1 'hr*- C� _1 -1 �i- _- _ ► d` �°0 to to T c� cJ �► c� - N 0- a�K PI ES _Il.��o COWP =,� -WHITE cmv- - Wit. t SQ. W u7 u� 6 AK N O N E 22 i:3o W 'm O I N E M E u'1 N N G 1 i 1 M M M ul u7 1 M M — (8) #706— I I M M T6 I 1 T4 i I M M in in 1 1 M M —(8) #699— : I I I M M M N \ \ \ \ N N N r1 (8) #707 (4) #708 // / % i / i % % / % ! /r j (8) #704— 0 . T1- 34' -8" —I-- Conc C6rb 1 — 811 iFold /Door 50' -8" 120' -0" COVERING ELEVATION AT 7 NOTE: Field -work as required at top of parapet to achieve desired curvature. 490 VP Ref: Shape Name = Shop, Wall = 3 FO CONSTRUCTION 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 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. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. VP Buildings, I nc. 3200 Players Club Circle Memphis TN 38125 COVERING ELEVATION AT 7 REV DATE BY DESCRIPTION BUILDER Teton West CUSTOMER Warhawk Air Museum LOCATION Rexburg, Idaho PROJECT Museum FVARCO-TUDEN DINGS JOBNO CA0500596 -01 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 THIS DRAWING ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER H DATE 5I27I2005 DRAWN /CHECK TLS GB ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUILDERS PO# NTS VPC VERSION: 5 PAGE 22 6/23/2005 11:17:16 FILENAME: CA0500596- 01OE1.VPC / 0 M H 0 1 ` N G N N \ \ \ G N I N 1 N 1 H - _ (20) #395 (20) #396 0 M H 0 1 ` N G N N \ \ \ G N I N 1 N 1 H N T1- 34' -8" --tom- - Conc �urb — 34' -8 "— N I N N N N N O I O N N — (4) #705— r" a O a N E c N ri N N w 5/26/2005 10:48:48 FILENAME: CA0500596- 01OE1,VPC 9 6/23/2005 12:15:04 FILENAME: CA0500596- 01OE1.VPC Wall Liner Schedule Id Qty Type Length #677 50 PD I0 3/4" Opez. Code;F=CR,SQ Fizziob:S=SP Color:AW=Arotio White ----------------------------------------------- | � | | | | i � � | � | | | ' | | | | ( � | 0 ' ° zon'-n^ WALL LINER ELEVATION AT A (View from inside Building) 9 ' � E m VP Ref: Shape Name = Shop, Wall = 2 FOR CONSTRUCTION Gage OP Fin' Color Direction 26 F S AW Left to Bight Trim Schedule Id Parts TI (2,1) HT10 T2 (I5)LTA10 Color Details Match Wall Color Match Wall Color WC6IA7 THIS DRAWING, INCLUDING THE INFORMATION HEREON, OF VP BUILDINGS. VP Buildings, Inc. THE VP ENGINEER'S SEAL APPLIES REMAINS THE PROPERTY WALL LINER ELEVATION AT A ONLY TO THE WORK PRODUCT OF IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING 3200 Players Club Circle Memphis TN 38126 VP AND DESIGN AND PERFORMANCE DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND REQUIREMENTS SPECIFIED BY VP. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR REV DATE BY DESCRIPTION BUILDER Teton West JOBNO THE VP ENGINEER'S SEAL DOES ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. CA0600596-01 NOT APPLY TO THE PERFORMANCE CUSTOMER THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY DATE OR DESIGN OF ANY OTHER PRODUCT Warhawk Air Museum OR COMPONENT FURNISHED BY VP RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP LOCATION EVARCO-�PRLUJIDEN 5/27/2005 EXCEPT TO ANY DESIGN OR PER- IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS Rexburg, Idaho VP BUILDINGS DRAWN/CHECK FORMANCE REQUIREMENTS DRAWING, DETAILS REFERENCED IN THIS DRAWING, PROJECT H TLS GB SPECIFIED BY VP. ALL APPLICABLE VP ERECTION GUIDES, Museum co AND INDUSTRY STANDARDS PERTAINING TO PROPER PAGE ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BUILDERS PO# VPCVERSION: 5.2b 25 Gage OP Fin' Color Direction 26 F S AW Left to Bight Trim Schedule Id Parts TI (2,1) HT10 T2 (I5)LTA10 Color Details Match Wall Color Match Wall Color WC6IA7 Wall Liner Schedule Id Qty Type Length #683 24 PR 11' -7 3/4" Oper. Code:F =CR,SQ Finish:S =SP Color:AW= Arctic White Color Details Match Wall Color Match Wall Color WC61A7 0 0 I N N Gage OP Fin. Color Direction 26 F S AW Left to Right From Peak Trim Schedule Id Parts T1 (2.3) HT10 T2 (7)LTA10 T2- 34' -8" 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. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 WALL LINER ELEVATION AT 7 REV DATE BY DESCRIPTION BUILDER Teton West CUSTOMER Warhawk Air Museum LOCATION Rexburg 1 g, daho PROJECT Museum VP BUILDINGS VARCO PRUDEN JOBNO CA0500596 -01 THE GENERAL CONTRACTOR ANWOR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER DATE 5/27/2005 DRAWN/CHECK TLS GB ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING (12) #683 VPC VERSION: 5.2b PAGE 26 Open for Bi Fold Door (12) #683 E- El H E H 120' -0" WALL LINER ELEVATION AT 7 (View from inside Building) 7, w {� 9 AK F 0 I N VP Ref: Shape Name = Shop, Wall = 3 FOR CONSTRUCTION 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. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 WALL LINER ELEVATION AT 7 REV DATE BY DESCRIPTION BUILDER Teton West CUSTOMER Warhawk Air Museum LOCATION Rexburg 1 g, daho PROJECT Museum VP BUILDINGS VARCO PRUDEN JOBNO CA0500596 -01 THE GENERAL CONTRACTOR ANWOR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER DATE 5/27/2005 DRAWN/CHECK TLS GB ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING BUILDERS PO# NTS VPC VERSION: 5.2b PAGE 26 6/23/2005 12:13:57 FILENAME CA0500596- 01OE1.VPC A Wall Liner Schedule Id Qty Type Length #685 50 PR 10' -7 3/4 Oper. Code:F =CR,SQ Finish:S =SP Color:AW= Arctic White Gage OP Fin. Color Direction 26 F S AW Left to Right Trim Schedule Id Parts T1 (2.1)HT10 T2 (15)LTA10 Color Details Match Wall Color Match Wall Color WC61A7 0 0 N W ORM WALL LINER ELEVATION AT AK (View from inside Building) 1 -i a N VP Ref: Shape Name = Shop, Wall = 4 FOR CONSTRUCTION THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT 15 PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 WALL LINER ELEVATION AT AK REQUIREMENTS SPECIFIED BY VP. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. REV DATE BY DESCRIPTION BUILDER Teton West JOBNO CA0500596 -01 THE GENERAL CONTRACTOR AND /OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- CUSTOMER Warhawk Air Museum LOCATION Rexburg, Idaho DATE 5/27/2005 DRAWNICHECK FORMANCE REQUIREMENTS DRAWING, DETAILS REFERENCED IN THIS DRAWING, VP BUILDINGS SPECIFIED BY VP. ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER PROJECT Museum VARCO- PRUDEN TLS GB ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUILDERS PO# VPC VERSION: 5.2b NTS PAGE 27 7 1 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ i i 6123/2005 12:14:06 FILENAME: CA0500596- 010E1.VPC r El 7/7/2005 11:14:34 FILENAME: CA0500696- 01OE1.co[)V.VPC b• JAM 1 3 ��� J13 Goth _r FAIR41PET P06 �mp1 1 ! 2 E FLcq 0 /1&RI WEB C-7" %_ _ 0 It (4) 4 x 2 " F I W W01 Ah I. E41 P cT - p�A MT posh" < r -6x -) 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. 1 1/2" 1 112" VP Buildings, In A. s 2" - - 3" IT I 21/2" n 3" 1/4" STIFF B.S. 112 RAFTER DEPTH RAFTER (RBX –) 318" PLATE wt (2) 3/4" 6 X �i n OF ox A_ ,.. 4" CL OF 6" SLOT VERT. SHORT SLOTS STRUT BEA 1/4"x 8" FL 10 GAGE V D= 8.5" (SB KICKER: HSS 4 'x4' (TCx TUBE KICKER TOP CONN TO STRUT BEAM 1 •. mm 3/16" AFTER ALL LOADS IN PLACE M F6Six I / R5'gx4 TRACK BRACKET W8x10 (F = 36 ksi) DOOR HEADER: 14 GA - 6 1/2" PGH (2)1/2" � x j V2 4 A325 BOLTS �iNagxq ,: o - GABLE POST CONN TO RAFTER tA M it O T 1��2� ALTS W4�al�'�I� Qvi� yt,oTs M W side of post / / \ 45* �tCo n (P �I . /I ' •' �� 1 Y4 x 2" A325 -SC Q ►+ �� Bolt WNVasher B.S. @ each end of ABX_ EndPost Kicker Support 1 i %''A$11S 1�QL-rS 1=I 13 i� v " � I� eurwR RR GotJ�l ABX— SBX— PF02X1 13 2°I FIELD WELDING TO BE KICKER IS LOCATED PERFORMED BY QUALIFIED EVERY 15'-113/8" WELDERS IN ACCORDANCE WITH "AWS" REQUIREMENTS. USE E70XX ELECTRODES. SUPPORT POST EPX �T KICKER: HSS- 4"x 4"x 1/8" (TCX �— KICKER SLEEVE: HSS 5" x 5"x 3/8" ' (TCX 1) 1"x 2 1/2" A325 ABX- with Bolt w/ Washers (1)1/2" x 1 1/2 ",432 BOLT AT EACH END - TUBE KICKER BOTTOM CONN TO STUB POST DH04X5 FOR CONSTRUCTION THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. V VP Buildings, In IS PROVIDED S SECTIONS & DETAILS IT I JOBNO CA 0600596 -01 DATE 5/27/2005 FVARCO-PRUCEN DINGS DRAWN /CHECK TLS GB VPC VERSION: PAGE 5.2d 29 Is 7/7/2005 11:17:00 - "'" " " -' GAU5UU596 -01 Ut1.000V. V F'G ILK ) G ('SK 216 P4 rig&T C�GX- �3c G L0 6 u12f (Say 1 ) POL- P�Ie;) 13&c-r- PSI L Lb . G IA� To L� 61 (TA, o) F VE6 P-H- NL5. ( fLb. BUT 1'o L CiT — VEEE pli� NHL I�SItE U.c5yt26 (So3rao) (rd7) I T9H X0 �Loyu� (°0140) is x \V ( 6911.2 , 6 , r:F- HF40 TPMx04 -- I Pam xezx FOR CONSTRUCTION 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. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. 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 THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 REV I DATE I BY I DESCRIPTION IM IM SECTIONS & DETAILS BUILDER Teton West CUSTOMER W arhawk Air Museum LOCATION Rexburg, Idaho PROJECT Museum BUILDERS PO# 0 C A0600696 -01 DATE 5/27/2005 VP BUILDINGS DRAWN /CHECK VARCO-PRUDEN TLS GB VPC VERSION: PAGE 5.2d 30 7/7/2005 11:17:57 FILENAME` CA0500596- 010E1.coov.VPC WALL BRACE ROD ROD CABLE BRACING AT COL. BASE HILLSIDE WASHER FLAT WASHER HEX NUT :'1 ` 3 —PLATE OR GAGE 8R02A1V4 R 02/21/2005 NOTE: DO NOT ATTACH ROOF PANEL (OR PANEL CLIPS) TO STRUT PURLIN. SEE RS01 ** OR 1 RS02 -- FOR ROOF PURLIN CONN. S p p,CING PU RLW ROOF S P RLIN 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 W6XA SELF DRILLING FASTENER OR BOLT AT CENTERLINE OF PURLIN OR HIGHER. FIELD DRILL HDLES. ROD HANGER OR UNISTRUT AS NEEDED. ANGLE CLIP, BOLTS, UNISTRUTS, ROD HANGER /� AND CLAMPS NOT BY VARCO - PRUDEN. FIELD DRILLING OF 9/16 DIA. HOLE MAY BE REQUIRED BOLTS LOCATION FRAME BOLTS LOCATION ROOF /WALL SECONDARY MEMBER I O� I I 10 0 SEE ERECTION DRAWINGS FOR LOCATIONS AND PART MARKS A325 BOLTS SEE DRAWINGS FOR SIZES AND QUANTITIES 51 SEE CHART 3" MAX. GAGE (MIN. 1/2" A30' 0 4" MIN. PITC FINGER SHIM AS REQUIRED-- r - - --} TYPICAL BOLTING FULL PEN WELD SPLICE IV `PLATES, FACADE OPY TIONS TRUSS BEAM (TRX -) PURLIN OR BAR JOIST STRUT NOT SHOWN FOR CLARITY RODS THAT REQ. SHOP SPUCE ARE TO BE SPLICED BY USING ONE OF THE METHODS SHAWN. COUPLING NUT 2 . COUPLING NUT SPLICE "SHOP SPLICE DETAILS" U PPCv EQ AL U SHIM1 HILLSIDE WASHER, FLAT HILLSIDE WASHER, FLAT 1 l$ , FV>N N 1" gyp. PURLIN r REWD, , HEX HEAD. NUT WASHER, HEX HEAD. NUT ROD STRUT 5 �EPS V / REQ'D, EACH END r REWD, EACH END PAD PURLIN MAY BE STRAIGHT OR TAPERED MEMBER �} ROD LENGTH ROD LENGTH (AS SHOWN ON ERECTION DRAWINGS) (AS SHOWN ON ERECTION DRAWINGS) ��- RA ROD RC RF RODS FIRE SPRINKLER HANGER SYSTEM MUST 3116" 2" MIN. � ��/ � WITH THR EAD BO ENDS ROD PADS 1 END Z -- BE CAPABLE OF RESISTING 250 LBS_ PLUS WEIGHT OF WATER FILLED PIPE PER CODE j CLIPS, PLATES OR BOLTS ! FLAT SHIM AS HILLSIDE WASHER F BOTH HEX HEAD. NUT o OTHER SUSPENDED LDADS EXCEEDING 100 ARE NOT BY VARCO- PRUDEN REQUIRED REQ'D. EACH END ROD ROD Z LBS, MUST BE SUSPENDED SIMILAR TO THIS BETWEEN BOLTS fURNeucKLE PAD ?LIRNBUCKLE PAD 1/2" OR LESS DETAIL. DO NOT CLAMP TD BOTTOM FLANGES. CONTRACTOR'S NOTE: FIELD DRILL OR FIELD WELD SUSPENSION ANGLES OR PLATES. 1' -0" ATTACH EACH END OF ALLOWABLE LOAD = 1 KIP PER PAIR OF BOLTS 8- B STRUT BRACE (SBA - CONTRACTOR NOTE: ANY LOADS OVER 400 LBS. APPLIED TO VP MEMBERS = 1.4 KIPS PER INCH OF WELD WITHOUT INSPECTION e., W /(2) 1/4 - x 1 1/4 " SUCH AS HVAC, LIGHTING, DUCTING, PIPE SUPPORTS ETC. MUST BE LATERALLY = 2.8 KIPS PER INCH OF WELD WITH INSPECTION NOTE: FIELD CUT SHIMS TO 2'_p• a• 2' -0" STRUCT FSNR 55307 ADD PAIRS O SHIM2 F BOLTS OR INCHES OF WELD TO RESIST DESIRED DESIRED DIMENSIONS TO ROD LENGTH ROD LENGTH ( ) BRACED TO THE MAIN BUILDING'S LATERAL LOAD RESISTING ELEMENTS (PURLIN ACHIEVE DESIRED RESULTS STRUT BRACE (SBR -) PRE -DRILL PURLIN BRACING STRUTS OR PRIMARY FRAMES) AS REQUIRED BY CODE CONCENTRATED LOAD_ LOADS LESS THAN 500 LBS MAY BE SUSPENDED (as SHOWN ON ERECTION DRAWINGS) (AS SHOW ON ERECTION DRAWINGS) USING CLAMPS. (1 1/2" FROM EDGE OF FLANGE). - SHIMS ARE MADE RB ROD RD RE RG ROD LOCATE PER ERECTION WITH 5/16' DIA. HOLE FOR SEISMIC LOADS. BRACING MUST BE PROVIDED AND INSTALLED BY CONTRACTOR ' DRAWINGS AND MUST RESIST LATERAL LOADS EQUAL TO THE WEIGHT OF THE SUSPENDED CONCENTRATED LOADS SHALL NOT EXCEED USER DEFINED COLLATERAL FROM .059' MATERIAL. THREAD BOTH ENDS ROD PAD BOTH ENDS UNIT OR AS REQUIRED BY CODE, WHICHEVER IS LESS. LOADING INDICATED ON THE PURCHASE ORDER AND IN VP CALCULATIONS. WITH TURNBUCKLE ALT. PURLIN STRUT ASSEM. ATTACH. BR18C2 SUSPENDED LOADS EN10A1 SUSPENDED LOADS ENIOA2 STANDARD SHIM PROCEDURE EN201 ROD BRACE ASSEMBLY DRAWING EN30A1 6.5" OR 8.5" PURLINS FROM PURLINS — 100 L.B. LOADS OR GREATER FROM STRUCTURAL BEAMS TYPICAL AT ANY BOLTED CONNECTION EN30A1V4 R 10/03/2003 BRI8CZV2 R 07/02/2001 EN10A1V2 R 10/25/95 EN1OA2V1 D5/01/95 EN20AIV2 R 08/31/98 MARK NUM COMMON GENE EN50A1V4 R 02/05/2004 GAGE EIGHTHS INCHES1 LENGTH = millimeters 01= SIMPLE INTERIOR Qom- SIMPLE P END BAY 03= SIMPLE 6' END BAY D_4. =END HOLE ONLY -0-5=INSET NOTCH -aE =N❑ HOLES ?-Q =6" END BAY, 1'-0" LAP 2_L =6" END BAY, 1' - 6' LAP 'z2 =6' END BAY, 2'-0' LAP 24 =6' END BAY, 3'-0' LAP .E.6. =6' END BAY, 4`0' LAP FRAME BRACE BOLTS i ArAT 30 =1' FBLC2 BAY, 1'-0' LAP 31 =1' S l'-G' LAP 32 =1' \ ELD SLOT FI BAY, 2'-0' LAP 34 =1' END BAY, 3'-0' LAP -,IS= 1' LINER PANEL BAY, 4'-0' LAP WRX #ww = RAFTER (HOTR❑LL) TRX *xx = WHEN (2) FLG. BRACES INSULATI ❑N I B 1 3 0 1 0 3 6 0 3 0 W V ICXxww = ARE REQUIRED \ 1/2" x 1 1/2" X)K F F F I I I I I I E C C PCXwww = PIPE COLUMN LENGTH WIDTH THK CODE TCXwww = r \ A325 BOLTS SECONDARY (STANDARD) EPXwww = ENDPOST (PLATE) 0 1 G 1 9 1 1 4 1 7 EGXwxw = ENDPOST (GAGE) F F I I E G G RAFTER LENGTH CODE CBXxxx = CANOPY (PLATE) DCCBXWWX = CANOPY ( GAGE) SECONDARY (SPECIAL) PBCXwww = PIGGYBACK CANOPY 0 0 1 G 1 9 1 1 4 1 7 F F I I E G G LENGTH CODE ROD BRACING 0 3 R A 2 5 1 0 I E )K * F F I I FRAME FLANGE BRACE BRACE ROD DIA LENGTH BER KEY (FB -) OR (SFB -) EN50A1 RATED MARK NUMBERS BRACE ROD 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). WHERE SLOTTED HOLES ARE PRESENT BOLTS ARE RULE #3 - FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB SLIP CRITICAL AND MUST BE FULLY PRE TENSIONED. WHEN PART MARK IS ACCOMPANIED BY (2). FAYING SURFACES MUST BE PAINT FREE, IF PAINT RULE #4 - WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE IS FOUND ON FAYING SURFACES IN SLOTTED CENTER OF THE BUILDING. CONNECTIONS REMOVE WITH LIGHT GRINDING. RULE #5 - WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME STANDARD HARDENED WASHERS ARE REQUIRED OVER SIDE OF THE FRAME WEB. ALL SLOTS. TYPICAL FLANGE BRACE CONNECTIONS BR06X1 STRUT BRACING BR15C2 STRUT BRACING HSS STRUT OPEN WEB — /,./n w 8R15D1V4 R 10/15/2004 3" MAX. GAGE (MIN. 1/2" A30' 0 4" MIN. PITC FINGER SHIM AS REQUIRED-- r - - --} TYPICAL BOLTING FULL PEN WELD SPLICE IV `PLATES, FACADE OPY TIONS TRUSS BEAM (TRX -) PURLIN OR BAR JOIST STRUT NOT SHOWN FOR CLARITY RODS THAT REQ. SHOP SPUCE ARE TO BE SPLICED BY USING ONE OF THE METHODS SHAWN. COUPLING NUT 2 . COUPLING NUT SPLICE "SHOP SPLICE DETAILS" U PPCv EQ AL U SHIM1 HILLSIDE WASHER, FLAT HILLSIDE WASHER, FLAT 1 l$ , FV>N N 1" gyp. PURLIN r REWD, , HEX HEAD. NUT WASHER, HEX HEAD. NUT ROD STRUT 5 �EPS V / REQ'D, EACH END r REWD, EACH END PAD PURLIN MAY BE STRAIGHT OR TAPERED MEMBER �} ROD LENGTH ROD LENGTH (AS SHOWN ON ERECTION DRAWINGS) (AS SHOWN ON ERECTION DRAWINGS) ��- RA ROD RC RF RODS FIRE SPRINKLER HANGER SYSTEM MUST 3116" 2" MIN. � ��/ � WITH THR EAD BO ENDS ROD PADS 1 END Z -- BE CAPABLE OF RESISTING 250 LBS_ PLUS WEIGHT OF WATER FILLED PIPE PER CODE j CLIPS, PLATES OR BOLTS ! FLAT SHIM AS HILLSIDE WASHER F BOTH HEX HEAD. NUT o OTHER SUSPENDED LDADS EXCEEDING 100 ARE NOT BY VARCO- PRUDEN REQUIRED REQ'D. EACH END ROD ROD Z LBS, MUST BE SUSPENDED SIMILAR TO THIS BETWEEN BOLTS fURNeucKLE PAD ?LIRNBUCKLE PAD 1/2" OR LESS DETAIL. DO NOT CLAMP TD BOTTOM FLANGES. CONTRACTOR'S NOTE: FIELD DRILL OR FIELD WELD SUSPENSION ANGLES OR PLATES. 1' -0" ATTACH EACH END OF ALLOWABLE LOAD = 1 KIP PER PAIR OF BOLTS 8- B STRUT BRACE (SBA - CONTRACTOR NOTE: ANY LOADS OVER 400 LBS. APPLIED TO VP MEMBERS = 1.4 KIPS PER INCH OF WELD WITHOUT INSPECTION e., W /(2) 1/4 - x 1 1/4 " SUCH AS HVAC, LIGHTING, DUCTING, PIPE SUPPORTS ETC. MUST BE LATERALLY = 2.8 KIPS PER INCH OF WELD WITH INSPECTION NOTE: FIELD CUT SHIMS TO 2'_p• a• 2' -0" STRUCT FSNR 55307 ADD PAIRS O SHIM2 F BOLTS OR INCHES OF WELD TO RESIST DESIRED DESIRED DIMENSIONS TO ROD LENGTH ROD LENGTH ( ) BRACED TO THE MAIN BUILDING'S LATERAL LOAD RESISTING ELEMENTS (PURLIN ACHIEVE DESIRED RESULTS STRUT BRACE (SBR -) PRE -DRILL PURLIN BRACING STRUTS OR PRIMARY FRAMES) AS REQUIRED BY CODE CONCENTRATED LOAD_ LOADS LESS THAN 500 LBS MAY BE SUSPENDED (as SHOWN ON ERECTION DRAWINGS) (AS SHOW ON ERECTION DRAWINGS) USING CLAMPS. (1 1/2" FROM EDGE OF FLANGE). - SHIMS ARE MADE RB ROD RD RE RG ROD LOCATE PER ERECTION WITH 5/16' DIA. HOLE FOR SEISMIC LOADS. BRACING MUST BE PROVIDED AND INSTALLED BY CONTRACTOR ' DRAWINGS AND MUST RESIST LATERAL LOADS EQUAL TO THE WEIGHT OF THE SUSPENDED CONCENTRATED LOADS SHALL NOT EXCEED USER DEFINED COLLATERAL FROM .059' MATERIAL. THREAD BOTH ENDS ROD PAD BOTH ENDS UNIT OR AS REQUIRED BY CODE, WHICHEVER IS LESS. LOADING INDICATED ON THE PURCHASE ORDER AND IN VP CALCULATIONS. WITH TURNBUCKLE ALT. PURLIN STRUT ASSEM. ATTACH. BR18C2 SUSPENDED LOADS EN10A1 SUSPENDED LOADS ENIOA2 STANDARD SHIM PROCEDURE EN201 ROD BRACE ASSEMBLY DRAWING EN30A1 6.5" OR 8.5" PURLINS FROM PURLINS — 100 L.B. LOADS OR GREATER FROM STRUCTURAL BEAMS TYPICAL AT ANY BOLTED CONNECTION EN30A1V4 R 10/03/2003 BRI8CZV2 R 07/02/2001 EN10A1V2 R 10/25/95 EN1OA2V1 D5/01/95 EN20AIV2 R 08/31/98 MARK NUM COMMON GENE EN50A1V4 R 02/05/2004 GAGE EIGHTHS INCHES1 LENGTH = millimeters 01= SIMPLE INTERIOR Qom- SIMPLE P END BAY 03= SIMPLE 6' END BAY D_4. =END HOLE ONLY -0-5=INSET NOTCH -aE =N❑ HOLES ?-Q =6" END BAY, 1'-0" LAP 2_L =6" END BAY, 1' - 6' LAP 'z2 =6' END BAY, 2'-0' LAP 24 =6' END BAY, 3'-0' LAP .E.6. =6' END BAY, 4`0' LAP FRAME BRACE BOLTS i ArAT 30 =1' END BAY, 1'-0' LAP 31 =1' END BAY, l'-G' LAP 32 =1' END BAY, 2'-0' LAP 34 =1' END BAY, 3'-0' LAP -,IS= 1' END BAY, 4'-0' LAP 9_Q= I NTER I ❑R BAY, P-0 LAP 41= I NTER IOR BAY, P-6' LAP -4?-=INTERIOR BAY, 2 LAP 44= INTERIOR BAY, 3'-U' LAP -AL= I NTER IOR BAY, 4'-0' LAP SECONDARY PUNCH PATTERNS COMMON GENERATED MARK NUMBERS EN51MV2 R 03/16/2005 PR WALL PANEL MARK NO.: W F F I I E G G 0 C C C LENGTH CODE PR ROOF PANEL MARK NO.: R F F I I E G G 0 C C C LENGTH CODE PR RIDGE PANEL MARK NO.: P F F I I E G G 0 C C C LENGTH CODE 3E" COVERAGE F - FEET I = INCHES E = EIGHTHS G = GAGE 0 = OPERATION C = FIN /COLOR 12" TYP. 'I TYP. I CXWWW = SMOOTH EXTERIOR 1 3/16" I = INCHES ❑ = OPERATION CGX )K)K* = SURFACE 2 31/32 " � WCX )K)K)K = BEARING EDGE TYP. PANEL RIB ROOF AND WALL PANEL (PR) RPR WALL PANEL MARK NO.; R R F F I I E G G 0 C C C LENGTH CODE 36" COVERAGE 12" 1 „ SMOOTH TYP -NP. EXTERIOR 1 3/16 SURFACE 2 31 /TYP. _ 1 RPR WALL PANEL PR ROOF 8c PR /RPR WALL PANELS EN52A1 EN52A1V3 R 05/31/2005 4 1 /2" 3 4 1/2 I i [V in N ENDBAY ROOF PURLI FACADE COLUMN SUPPORT BEAM (sex-) MAY BE GAGE BEAM BRACE STRUT (HSS) FIELD DRILL (4) 9/16" HOLES IN STRUT CEE STRUT (001 J -) FIELD DRILL PURLIN HOLES FACADE COLUMN SUPPORT BEAM FS31 Al CONN. TO PURLIN STRUT FS31A1V2 R 05/20/2004 FOR CONSTRUCTION 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. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. 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 THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 REV I DATE I BY I DESCRIPTION NTS �ininnne A A.AA. A Z BUILDING SED'S BUILDER Teton West CUSTOMER Warhawk Air Museum LOCATION Rexburg, Idaho PROJECT Museum BUILDERS PO# FILENAME: r_AnGAA9Q9%_A4(F 14 ennv VPC JOBNO CA0500596 -0 DATE 5/27/2005 VP BUILDINGS DRAWN /CHECK VARCO-PRUDEN TLS GB VPC VERSION: PAGE 5.2d 31 F = FEET G = GAGE CXWWW = COLUMN (PLATE) I = INCHES ❑ = OPERATION CGX )K)K* = COLUMN (GAGE) E = EIGHTHS C = FIN /COLOR WCX )K)K)K = COLUMN (H❑TROLL) PANEL /COVERING W 1 3 1 1 7 2 6 1 K T D RBXwww = RAFTER (PLATE) F F I I E G G C C C BGXwxw = RAFTER ( GAGE) LENGTH CODE WRX #ww = RAFTER (HOTR❑LL) TRX *xx = TRUSS RAFTER INSULATI ❑N I B 1 3 0 1 0 3 6 0 3 0 W V ICXxww = INTERIOR COLUMN X)K F F F I I I I I I E C C PCXwww = PIPE COLUMN LENGTH WIDTH THK CODE TCXwww = TUBE COLUMN SECONDARY (STANDARD) EPXwww = ENDPOST (PLATE) 0 1 G 1 9 1 1 4 1 7 EGXwxw = ENDPOST (GAGE) F F I I E G G LENGTH CODE CBXxxx = CANOPY (PLATE) DCCBXWWX = CANOPY ( GAGE) SECONDARY (SPECIAL) PBCXwww = PIGGYBACK CANOPY 0 0 1 G 1 9 1 1 4 1 7 F F I I E G G LENGTH CODE ROD BRACING 0 3 R A 2 5 1 0 I E )K * F F I I DIA LENGTH BER KEY EN50A1 RATED MARK NUMBERS I r-0UM T PUNCH PATTERN /P FRAMES OR SUPPORT BEAN" ROD DIAMETER A325 BOLT 3/8" - 3/4-' 3/4-" x 2 1/4" 7/8" - 1 1/4" 1 1/4" x 3" , / W, ---- STRUT USE: -------------- - - - - -- ' 0 CL OF STRUT ' 1/2" 0 ' 1/2" PLATE W/ ('!-) 1 " 2 3/4" A325 -X BOLTS W/ WASHERS BOTH SIDES ROD BRACING AT TUBE STRUT 1/2" PLATE W/ ('2) 1 "X 2 3/4" A325 -X BOLTS W/ WASHERS BOTH SIDES 1 " A325 BOLT I O 11 i . k 1. STANDARD ERECTION DETAILS (SED) SUPERSEDE SIMILAR DETAILS 3/16 FOUND IN THE ERECTION GUIDES. REFER TO THE ERECTION TAPE GUIDES FOR OTHER DETAILS, INSTALLATION PROCEDURES AND CONT. 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. RB06x1 I NOTES RC00AIVI 4/19/2005 3/16" x 1/4" TAPE MASTIC CONT. (80396) ANTI-CAPILLARY BEAD PURLIN BEARING EDGE-- - 12 -14 X 1 1/4" ROOF STRUCT FSNR PANEL RIB ROOF 1/4 -14 x 7/8" ROOF STITCH FSNR 1/4 - 14 x 7/8" ROOF INSTALLED NOTE: TS e Q� STITCH FS FSNR IN THE OUTERMOST SET OF PRE - DRILLING IS RECOMMENDED 2 PER RIB AND IN THE ABSENCE OF A PURLIN 4 PER SIDELAP RIB BEARING EDGE- �E f F� 12 -14 x 1 1/4 ROOF _ STRUCT FSNR 3 PER FOOT 1/4 -14 x 7/8" ROOF ENDLAP & RIDGE CAP STITCH FSNR 1 PER PURLIN AND OR 2 PER SPACING 0 �T5 3 12 -14 x 1 1 /4" ROOF 2 ' STRUCT FSNR 1 PER FOOT (BOLTED) 1/4 -14 x 7/8 ROOF INTERMEDIATE PURLIN (WELDED) STITCH FSNR REFER TO 6" O.C. FOR FIRST 10' -0" UPSLOPE RC04B1 AT SIDELAP SEE FOR STD PATTERN 12 -14 x 1 1/4" ROOF RC04B3 STRUCT FSNR SEE FOR UL90 PATTERN 3 PER FOOT g U ILDI NG EAVE RC04B2 PANEL SIDELAP SEE FOR ICE DAMMING PATTERN NOTCHED PANEL RIB WALL PANEI RCO3131 FASTENER PATTERNS RC04132 PANEL RIB ROOF PANEL SIDELAP ICE DAMMING NOTCHED PANEL RIB WALL RCO3BIVS R 02 /26/2004 RC04BZV3 R 02/26/2004 RC33 V NOTE: LAP BOLTS MUST BE INSTALLED TS e Q� IN THE OUTERMOST SET OF HOLES �E F� OR 3 dPR OR 0 �T5 3 2 ' GC4 CLIP (BOLTED) GC1 CLIP (WELDED) REFER TO CROSS SECTION e LIP (BOLTED) LIP (WELDED) TO CROSS SECTION 4/ FLANGE BRACE `- FLANGE BRACE (FB - ) OR (SFB - ) (FB - ) OR (SFB - ) NOTE: NO CLIP REQ'D UNLESS NOTED ON FRAME CROSS SECTION. PURLIN CONN. AT INTERIOR FRAME RS01A1 PURLINS AT INTERIOR FRAME 6 1/2" OR 8 1/2" CONTINUOUS PURLINS 6 1/2" OR 8 1/2" SIMPLE PURLINS W /CLIP R501A1V10 R 01/06/2005 RS0161V8 R 05/19/2004 RS01 B1 WELDED LOW EAVE PURLIN P & B END FRAME (6 1/2" OR 8 1/2" PURLIN) RSIIA2V4 R 05/19/2004 RAKE FASCIA (RKF -) LOWER ROOF SHEET CRIMPED BASE PANEL RIB WALL 12 -14 x 1 1/4" WALL STRUCT FSNR 2 PER FOOT ' cV AM E RC38A2 RAKE FASCIA METAL PEAK CAP ATTACHMENT (P —RIB ROOF) RC38C4V4 R D3/05/2004 BG1, BG2 OR BG3 NOTE: A CONC. FSNR. MUST BE LOCATED LESS THAN 6" FROM EACH END OF THE BASE MEMBER. BASE ANGLE (BA1) SHOWN, MAY BE BASE GIRT (BG1, BG2, OR BG3), OR CONCEALED BASE (CBA) FINISH FLOOR OR TOP OF CURB WALL �— CONCRETE FASTENER 24" O.C. (NOT BY V.P.) RS11A BASE OF W ALL ATTACHMENT 1WC01D1 CRIMPED BASE PANEL RIB WALL WC01D1V3 R 03/22/2004 FOR CONSTRUCTION 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. STRUT USE: - /l B8 1 D3/01/90 RAKE BE i I CUT SHAD AREA 4S NOTCH DETAIL A -A RC33B8 RAKE FASCIA EAVE ASSEMBLY RCMAW3 R 03/05/2004 ASSEMBLY FACH W/ 6 P R IVETS RAKE FASCIA (RKF -) --� RAKE FASCIA TO LAP UNDER PEAK CAP MIN 3" ATTACH (SPC -) TO (RKF -) W/ 6 POP RI VETS METAL PEAK CAP (SPC -) OW J THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. 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 THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 REVI DATE BY I DESCRIPTION NTS RC00A1 PANEL RIB ROOF PANEL ENDLAP RCO2B1V5 R 3/9/2001 UPPER ROOF SHEET IN APPLY 3/16" x 114-" TAPE MASTIC (80390) UNDER RIB CAP Z� RAKE RIB CAP (RRC_) APPLY 3/16" X 1/4" TAPE MASTIC 80390) UNDER THIS EDGE OF PEAK CAP 1/4-14 X 7/8" ' STITCH FSNR - (6) PER PEAK CAP tF -) // 4 TS BUILDER Teton West CUSTOMER Warhawk Air Museum LOCATION Rexburg, Idaho PROJECT Museum BUILDERS PO# a' s S z JOBNO CA0500596 -01 DATE 5/27/2005 VP BUILDINGS DRAWN /CHECK VARCO- PRUDEN TLS GB VPC VERSION: PAGE 5.2d 32 7/8/2005 10:00:14 FILENAME: CAO5OO596-010E1.copv.VPC a : s IN FACE OF WALL PANEL 1/4 -14 x 7 FSNR. 1 PEF AND 1 PER 2 FSNRS RE EXCEEDS 6'- 12-14 x 1 WALL STRUC' FSNR. 2 PER FOOT 12 - 14 x 1 WALL STRUC FSNR. 2 PER FOOT PANEL RIB WALL FASTENER PATTERNS WC0 4A1V5 R 03/23/2004 1/4-14 x 7/8" WALL STITCH FSN R. 1 ' -0" O.C. ZEE GIRT SHOWN MAY BE CEE MAx LINER PANEL ATTACHMENT PANEL RIB SHOWN VEE RIB SIMILAR 12 -14 x 1 1/4" WALL STRUCT FSNR AT 1' —O" O.C. PARTIAL HEIGHT LINER WC51A7V6 R 02/25/2005 FLANGE (FB —) C (SFB —) CEE GIRT SIMILAR GIRT CONN. AT COLUMN LINER PANEL JAM B (JT —) WC61 A7 LINER PANEL ATTACHMENT TRIM AT COLUMN; INSET WALL WC51ASV3 R 03/24/2004 FIELD LOCATE AND DRILL (2) 9/15 DIA. HOLES IN RAFTER cno ono -rc GAE (GC (GCI LTS PANEL RIB WALL VEE RIB WALL Fit TR (A WC20A1 OUTSIDE CORNER TRIM VEE RIB WALL TO PANEL RIB WALL WC20B1V1 D2/24/2005 1/4 -14 x 7/8" WALL STITCH FSNR. 1'-0'* O.C. :WALL OR NALL COLUMN LINER PANEL JAM B (JT —) FLANGE (FB —) (SFB —) x 7/8" WALL VEE RIB FILLER 'SNR Tr"' inrr C. N / I VEE RIB WALL VER TRIM WC20132 INSIDE CORNER FLASHING VEE RIB WALL TO PANEL RIB WALL WC2181VI D2/24/2005 3C4) )P 1) FLANGE (FB —) C IOLTS (SFB —) (GC4) 10P Cl) CEE GIRT SIMILAR WC61 A8 LINER PANEL ATT ACHMENT WC61 A9 GIRT CONN. AT COLUMN TRIM AT COLUMN; OUTSET WALL 6 1/2" & 8 1/2" OUTSET SIMPLE GIRTS WC81A9V3 R 03/24/2004 WS01A2V7 R 07/01/2004 GIRT CLIP (GCB) MAY BE SHOP WELDED (GC7) FIELD LOCATE AND DRILL (2) 9/16" DIA. HOLES IN RAFTER FOR BOLTS 8 1/2" INSET RAKE BEAM RAKE BEAM ENDWALL GIRT i� INSET GIRT CO` ZEE GIRT SHOWN O�R� 1/4 -1 4 x 1 1/4 ry x CEE GIRT SIMILAR STRUCT FSNR j RAKE RAKE 3 T PER ANGLE RT CFA —� 1 6 1/2" & 8 1/2" OUTSET PLATE GLASS HEADER WS01A4V6 R 07/01/2004 BOLTED GIRT CLIP (GC4) MAY BE SHOP WELDED (GC1) 6 1/2" DR 8 1 /2 "OUTSET SIDEWALL GIRT BEAM G ABLE GC12 — 0 8 /2" GIRTS BEAM ZOUT G ry �` ,3•, FRAME �GC63—� CAD 61/2 GIRTS � GIRT FILLER ZEE GIRT SHOWN E ANGLE (GFA —) CEE GIRT SIMILAR WS01 B2 GABLE GIRT CONN. TO RAKE BE WSO4A2 GABLE GIRT CONN. TO RAKE BEAM WSO4D2 GIRT CONN. AT CORNER COLUMN WS10E2 6 1/2 & 8 1/2 OUTSET GIRTS 6 1/2 & 8 1/2 INSET GIRTS 8 1/2 INSET GIRT AT EW, ANY OUTSET GIRT AT SW WSO4A2V8 R 07/01/2004 WSO4D2V7 R 07/01/2004 WS10E2VB R 0512612004 8 1/2" INSET GIRTS W50182V7 R 07/01/2004 FOR CONSTRUCTION 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. LINER TRIM (LTA -) EAVE OR RAKE MEMBER INTERMEDIATE WALL GIRT 12 -14 x 1 1/4" WALL STRUCT FSNR. 1 PER FOOT AT INT GIRTS BASE MEMBER 1/4-14- x WALL STIT( FSNR, V -0" O,C OUTSIDE C FLASHING :LAP WC04A1 OUTSIDE CORNER TRIM PANEL RIB WALL WC20A1V5 R 02/21/2005 LINER PANEL THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR ANDlOR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. ' 1A " - /8" WALL I 1/4 -14 - 7 /R uie4 i STITCH F l'—D" O, PANEL R19 WALL FILLER TRIM TRIM - (AFT -) WC20B1 OUTSIDE CORNER TRIM VEE RIB WALL WC2082V5 R 02/21/2005 /4 -14 x 7/8" VALL STITCH - SNR. ' -0" O.C. WS01 GIRT CONN AT COLUMN 1WS01A4 VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 REVI DATE I BY I DESCRIPTION NTS 7/8/2005 10:00:16 BUILDING SED'S BUILDER Teton West CUSTOMER W arhawk Air Museum LOCATION Rexburg, Idaho PROJECT Museum FILENAME: CA0500596- 010E1.COpv.VPC 7/8 � FSNR WC21 B 1 JOBNO CA0500596 -01 DATE 5/27/2005 VP BUILDINGS DRAWN /CHECK VARCO- PRUDEN TLS GB PAGE VPC VERSION: 5.2d 33 �Z 718/2005 10:00:17 FILENAME: CA0500596- 01OE1.copy.VPC x E 6/23/2005 8:11:04 FILENAME: CA0500596- 01OE1.copv.VPC ** V STITCH DESIGN M EMBER DE PTH 1 1/2" — 3 (10 GA. WEB) 2 — 5 3/16 & 1/4 WEB ** SEE NOTE 4 (SEE FRAME CROSS SECTION 4 — 8 5/16 — 1 WEB) z L>J n CK LLJ ** V ** V z c? w 1/2' * DENOTES 2 ROWS OUT ROWS I ISO HAUNCH _ / COLUMN CONNECTION TYP. DESIG MEMBER DEP TH DENOTES 2" FRAME CONNECTION " INTERIOR COLUMN ** S TYPICAL BASE PLATE CONNECTION BASE PLATE TO COLUMN " " "' ,,CX —) OR (ICX —) MAY BE STRAIGHT PLATE 1 1 4 — 8 (5/15 — 1/2 WEB) LOW SIDE HAU NCH CONNECTION FACE BOLTED ** SEE NOTE 4 * DENOTES 2 %" 1 1/2" — 2 — 5 (3/16 & 1/4 WEB) 4 — 8 (5/16 — 1/2 WEB) HIGH SIDE CONNE FACE BOLTED ** SEE TUBE OR PIPE BA SE PLATE CONNECTION OR PIPE COLUMN DOM SHOP SPLICE 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. (''nI I IAA1,1 (CX —) OR (ICX —) RIDGE CONNECTION BOLTED FLANGE CHANGE CONNECTION SPLI CE * DENOTES 2%" \-- BEAM MAY BE TAPERED SPLICE CONNFC;TInN RA NDOM SHOP SPLICE MAT_ z w < a. Ld 0 z w 0 SHOP SPLICE FLANGE PLATE---,,, GENERAL NOTES LIGHT GUAGE WELDS - 1. SEE FRAME CROSS SECTION FOR BOLTING SHAPES PRODUCED FROM DOUBLE CEE LIGHT GUAGE MATERIALS SHALL BE JOINED PLATE THICKNESS AND NUMBER OF ROWS BY INTERMITTENT GROOVE WELDS DOWN BOTH SIDES OF THE MEMBER. THE WELDS OUT AND IN, 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 WEB PLATE 2. MIN. BOLTING PLATE WIDTH = FLANGE SIZE FIRST 2" AT EACH END OF THE MEMBER SHALL BE JOINED BY 2" OF WELD. (6" MIN.) MEMBER LENGTH MAX. SPACING OF 2" WELD < 6' i > 6' — < 12 RIDGE CONNECTION BOLTED FLANGE CHANGE CONNECTION SPLI CE * DENOTES 2%" \-- BEAM MAY BE TAPERED SPLICE CONNFC;TInN RA NDOM SHOP SPLICE MAT_ z w < a. Ld 0 z w 0 SHOP SPLICE FLANGE PLATE---,,, GENERAL NOTES LIGHT GUAGE WELDS - 1. SEE FRAME CROSS SECTION FOR BOLTING SHAPES PRODUCED FROM DOUBLE CEE LIGHT GUAGE MATERIALS SHALL BE JOINED PLATE THICKNESS AND NUMBER OF ROWS BY INTERMITTENT GROOVE WELDS DOWN BOTH SIDES OF THE MEMBER. THE WELDS OUT AND IN, 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 WEB PLATE 2. MIN. BOLTING PLATE WIDTH = FLANGE SIZE FIRST 2" AT EACH END OF THE MEMBER SHALL BE JOINED BY 2" OF WELD. (6" MIN.) TYPIC NOTES TYPICAL SECTION THRU BUILT —UP MEMBERS LIGHT GAGE WELDS SPACI TABLE MEMBER LENGTH MAX. SPACING OF 2" WELD < 6' L(in.) / 6 > 6' — < 12 3. BOLTS AT 3" GUAGE TYPICAL. > 24 48" MIN. 4, SIZE OF WELDS UNLESS NOTED BASED ON MATERIAL THICKNESS ARE AND A.W.S. STANDARDS FLANGE THICKNESS 3/16" 1/4" 5/16" 3/8" 1/2" 5/8" 3/4" 1 " 1 1 /8" 1 1/4 > 1 1/4 3/16 OR LESS 1/8" 1/8" 1/8" 1/8" 1/8' 1/8" 3/16" 3/16" 3/16" 3/16" 3/16" TYf 1 /4 - ' 1 /8" 1/811 1 /8" 1 /8" 1 /8" 1 /8" 3116 3/ 16 1 /4" 1 /4" 1 /4" TYP. Y 5116" 1 /8" 1/8 3/16" 3/16' 3/16" 3/16" 3/16 3/16 1/4" 1/4" 5/1 ro" 3/8" 1/8" 1/8" 3/16" 3116" 3/16" 3/16" 3/16" 3/16" 1/4" 1/4" 5/16" I— m 1/2" 1/8" 1/8" 3/16" 3/16" 3/16" 3/16" 3/16" 3/16" 1/4" 1/4" 5/16" 5/8" 1/8" 1/a 3/16' 16" 16" 3/ 16" 1 /4" 1 /4" 1 /4" 1 /4" 1 /4" 5/ 16" 3/4" 3/16 3/16" 3/16" 3/16" 3/16" 1/4" 1/4" 1/4" 1/4" 1/4" 5/16" TYPIC NOTES TYPICAL SECTION THRU BUILT —UP MEMBERS LIGHT GAGE WELDS SPACI TABLE MEMBER LENGTH MAX. SPACING OF 2" WELD < 6' L(in.) / 6 > 6' — < 12 12" > 12' — < 18' 24" > 18' — < 24' 36" > 24 48" FOR CONSTRUCTIO THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. 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 THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 REV DATE BY I DESCRIPTION NTS 6/23/2005 8:11:10 MRD50 Drawing BUILDER Teton West CUSTOMER War hawk Air Museum LOCATION Rexburg, Idaho PROJECT Museum BUILDERS PO# FILENAME: CA0500596- 010E1.copv.VPC 4 3 �S JOBNO CA05005 -01 DATE 5/27/2005 VP BUILDINGS DRAWN /CHECK VARCO - PRUDEN TLS GB VPC VERSION: PAGE 5.2d 36 ** SEE NOTF 4 * DENOTES 236" * SEE NOTE 4 0CY11V1 IVI/1T Or TAPERED DESIGN MEMBER DEPTH � �_T - f_,. t!! JJ A MAIN LEVEL FIRE ALARM PLAN SCALE: 1/8" = 1' -0" GENERAL NOTES: 1 14/2 A CO NT.) 1. POWER- LIMITED AND NONPOWER -LIMITED CIRCUIT WIRING MUST REMAIN SEPARATED IN NA CABINET. ALL POWER- LIMITED CIRCUIT WIRING MUST REMAIN AT LEAST 0.25" AWAY FROM ANY NONPOWER -LIMITED CIRCUIT WIRING. FURTHERMORE, ALL POWER- LIMITED AND NON POWER- LIMITED CIRCUIT WIRING MUST ENTER AND EXIT THE CABINET THROUGH L DIFFERENT KNOCKOUTS AND /OR CONDUITS. 2. T- TAPPING SHALL NOT BE PERMITTED UNLESS APPROVED WITH FIRE ALARM TECHNICIAN. AC BRANCH CURRENT 2.3 AMPS @ 120 VAC PRIMARY STANDBY LOAD PRIMARY ALARM LOAD SECONDARY STANDBY LOAD 120VAC S 3. POWER FOR ALL FIRE ALARM PANELS AND FIRE ALARM POWER SUPPLIES MUST BE PROVIDED BY A DEDICATED CIRCUIT. 4. SMOKE DETECTORS SHALL NOT BE INSTALLED UNTIL AFTER CONSTRUCTION CLEAN -UP IS COMPLETE AND FINAL. 5. INSTALLATION SHALL COMPLY WITH NEC, NFPA 72 AND ALL OTHER APPLICABLE CODES AS REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION. 6. DO NOT INSTALL ANY SMOKE OR HEAT DETECTOR WITHIN 3 FEET OF ANY AIR DIFFUSER. SECONDARY ALARM LOAD TO NEXT DEVICE OR EOL FIRE ALARM SYMBOL LEGEND SYMBOL DESCRIPTION MANUF. & PART # MOUNTING FRCP FIRE ALARM CONTROL PANEL FIRE LITE - MS- 521OUD FIELD VERIFY SMOKE DETECTOR FIRE LITE - 2151 CEILING QF PULL STATION FIRE LITE - BG -12 WALL 0 48" 9 HORN / STROBE (MULTI- CANDELLA) SYSTEM SENSOR - P1224MC WALL BOTTOM 0 90" HS 110 HORN / STROBE (WEATHER PROOF) SYSTEM SENSOR - P1224MCK WALL BOTTOM 0 10' WP Q VALVE TAMPER SWITCH BY OTHERS BY OTHERS Q WATER FLOW SWITCH BY OTHERS 1 BY OTHERS © BELL - 24V BY OTHERS BY OTHERS VENTIONAL SMOKE DETECTOR WIRING DETAIL IATIC: NO SCALE W (-) ( +) TO NEXT DEVICE OR EOL (-) CONVENTIONAL PULL STATION WIRING DETAIL SCHEMATIC: NO SCALE NAC Circuit Vokage Dro Calculation 12 22 2005 Project Name Warbirds Museum Circuit Number NAC -1 Area Covered Nominal System Voltage 24 Wire Resistance Minimum Device Voltage 20.4 Gauge Per 1000 Distance from source to 1 st device 90 14 1 6.14 Wire Gauge for balance of circuit 1 14 6.14 Max Output Current 3.0 Total Circuit Current 1.596 Circuit is within limits Distance Device previous Voltage at Drop from Percent Current device Device source Drop Device 1 0.266 23.12 0.88 4% Device 2 0.266 50 22.71 1.29 5% 0.266 82 Device 3 22.17 1.83 896 0.266 82 Device 4 0.266 50 21.77 2.23 9% Device 5 21.61 2.39 lox 0.266 Device 6 21.53 2.47 10% Totals 1.596 404 NAC Circuit Voltage Drop Calculation 12 22 2005 Project Name Warbirds Museum Circuit Number l' -2 Area Covered Nominal System Voltage 24 Wire Resistance Minimum Device Voltage 20.4 Gau a Per 1000 Distance from source to 1st device 18 14 6.14 Wire Gauge for balance of circuit 14 6.14 Max Output Current 3.0 Total Circuit Current 1.409 Circuit is within limits Distance Device previous Voltage at Drop from Percent Current device Device source Drop Device 1 0.147 23.84 0.16 1% Device 2 23.78 0.22 1% Device 3 23.56 0.44 2% Device 4 23.48 0.52 2% Device 5 23.41 0.59 2% Device 8 23.37 0.63 3% Device 7 23.36 0.64 3% Device 8 23.32 0.68 3% Totols 1.409 142 REFERENCE NOTES: TYPICAL HORN /STROBE WIRING DETAIL Sc iMM NO SCALE 0.158 AMPS 3.163 AMPS 0.158 AMPS FOR 24 HOURS 3.79 STANDBY AMPHOURS 3.163 AMPS FOR 5 MINUTES 0.26 ALARM AMPHOURS a` 0 � o U 0 o � �" z 0 4.05 X 1.2 COMPENSATION FOR NON - L INEAR DISCHARGE CHARACT ERISTICS TOTAL AMPHOURS 5 MINIMUM SIZE OF BATTERIES TO BE SUPPLIED 7 AH FACP BATTERY CA LCULATIONS Q FIELD VERIFY EXACT LOCATION AND QUANTITY OF TAMPER AND FLOW SWITCHES ASSOCIATED WITH THE FIRE SPRINKLER SYSTEM. TIE ALL TO THE FIRE ALARM SYSTEM AS REQUIRED. FIELD VERIFY SUITABLE MOUNTING LOCATION FOR THE HORN /STROBE IN THE MEZZANINE (WALL TOP @ 90 "). IMPORTANT: VERIFY SIZE, TYPE, AND QUANTITY OF ALL CONDUCTORS WITH FIRE ALARM TECHNICIAN AT OMNI SECURITY SYSTEMS PRIOR TO INSTALLATION. 50 0.266 8 0.266 37 0.116 18 0.116 17 0.116. 13 0.116 3 0.266 2$ FAGP MS- 5210UD ZONE 1 FIRE CONTROL C(/µ6A,WCATOR C� ZONE 2 o ZONE 3 0 FIRE -CITE ALARMS ZONE 4 a o � ZONE 5 -10 � 24 VDC NON- RESETTABLE UDACT X22/4 NAC -1 X22/4 NAC -2 BATTERY BATTERY EOL -�-- s SMOKE DETECTOR l 118/2 (STYLE B) EOL rIS �Mlti VALVE TAMPER SWITCHES X18/2 (STYLE B) EOL FS WATER FLOW SWITCHES #18J2 (STYLE B) EOL - FQ -JtiAMr PULL STATION X18/2 (STYLE B) SPARE �`�'` TO FLOW SWITCH 114/2-/ (BELL POWER) (TYP. INDICATING CKT.) EOL HS HS S-- HS , 11 14/2 (STYLE Y) (TYP. INDICATING CKT.) EOL HS HS HS X14/2 (STYLE Y) WP FIRE ALARM RISER DIAGRAM SCHEMATIC: NO SCALE W o 1- M Q N N i 0 • -. ar t i� Y • ♦ r • • • Y e � • cc co � Z W E F- co aW r i I, i • t Ii i DRAWN UNICAD TEE CHECKED MARK L ELISON NICET 107$5 DATE 12/20/05 REVISION o SCALE 1 /8' = 1' -0° VENTIONAL SMOKE DETECTOR WIRING DETAIL IATIC: NO SCALE W (-) ( +) TO NEXT DEVICE OR EOL (-) CONVENTIONAL PULL STATION WIRING DETAIL SCHEMATIC: NO SCALE NAC Circuit Vokage Dro Calculation 12 22 2005 Project Name Warbirds Museum Circuit Number NAC -1 Area Covered Nominal System Voltage 24 Wire Resistance Minimum Device Voltage 20.4 Gauge Per 1000 Distance from source to 1 st device 90 14 1 6.14 Wire Gauge for balance of circuit 1 14 6.14 Max Output Current 3.0 Total Circuit Current 1.596 Circuit is within limits Distance Device previous Voltage at Drop from Percent Current device Device source Drop Device 1 0.266 23.12 0.88 4% Device 2 0.266 50 22.71 1.29 5% 0.266 82 Device 3 22.17 1.83 896 0.266 82 Device 4 0.266 50 21.77 2.23 9% Device 5 21.61 2.39 lox 0.266 Device 6 21.53 2.47 10% Totals 1.596 404 NAC Circuit Voltage Drop Calculation 12 22 2005 Project Name Warbirds Museum Circuit Number l' -2 Area Covered Nominal System Voltage 24 Wire Resistance Minimum Device Voltage 20.4 Gau a Per 1000 Distance from source to 1st device 18 14 6.14 Wire Gauge for balance of circuit 14 6.14 Max Output Current 3.0 Total Circuit Current 1.409 Circuit is within limits Distance Device previous Voltage at Drop from Percent Current device Device source Drop Device 1 0.147 23.84 0.16 1% Device 2 23.78 0.22 1% Device 3 23.56 0.44 2% Device 4 23.48 0.52 2% Device 5 23.41 0.59 2% Device 8 23.37 0.63 3% Device 7 23.36 0.64 3% Device 8 23.32 0.68 3% Totols 1.409 142 REFERENCE NOTES: TYPICAL HORN /STROBE WIRING DETAIL Sc iMM NO SCALE 0.158 AMPS 3.163 AMPS 0.158 AMPS FOR 24 HOURS 3.79 STANDBY AMPHOURS 3.163 AMPS FOR 5 MINUTES 0.26 ALARM AMPHOURS a` 0 � o U 0 o � �" z 0 4.05 X 1.2 COMPENSATION FOR NON - L INEAR DISCHARGE CHARACT ERISTICS TOTAL AMPHOURS 5 MINIMUM SIZE OF BATTERIES TO BE SUPPLIED 7 AH FACP BATTERY CA LCULATIONS Q FIELD VERIFY EXACT LOCATION AND QUANTITY OF TAMPER AND FLOW SWITCHES ASSOCIATED WITH THE FIRE SPRINKLER SYSTEM. TIE ALL TO THE FIRE ALARM SYSTEM AS REQUIRED. FIELD VERIFY SUITABLE MOUNTING LOCATION FOR THE HORN /STROBE IN THE MEZZANINE (WALL TOP @ 90 "). IMPORTANT: VERIFY SIZE, TYPE, AND QUANTITY OF ALL CONDUCTORS WITH FIRE ALARM TECHNICIAN AT OMNI SECURITY SYSTEMS PRIOR TO INSTALLATION. 50 0.266 8 0.266 37 0.116 18 0.116 17 0.116. 13 0.116 3 0.266 2$ FAGP MS- 5210UD ZONE 1 FIRE CONTROL C(/µ6A,WCATOR C� ZONE 2 o ZONE 3 0 FIRE -CITE ALARMS ZONE 4 a o � ZONE 5 -10 � 24 VDC NON- RESETTABLE UDACT X22/4 NAC -1 X22/4 NAC -2 BATTERY BATTERY EOL -�-- s SMOKE DETECTOR l 118/2 (STYLE B) EOL rIS �Mlti VALVE TAMPER SWITCHES X18/2 (STYLE B) EOL FS WATER FLOW SWITCHES #18J2 (STYLE B) EOL - FQ -JtiAMr PULL STATION X18/2 (STYLE B) SPARE �`�'` TO FLOW SWITCH 114/2-/ (BELL POWER) (TYP. INDICATING CKT.) EOL HS HS S-- HS , 11 14/2 (STYLE Y) (TYP. INDICATING CKT.) EOL HS HS HS X14/2 (STYLE Y) WP FIRE ALARM RISER DIAGRAM SCHEMATIC: NO SCALE W o 1- M Q N N i 0 • -. ar t i� Y • ♦ r • • • Y e � • cc co � Z W E F- co aW r i I, i • t Ii i DRAWN UNICAD TEE CHECKED MARK L ELISON NICET 107$5 DATE 12/20/05 REVISION o SCALE 1 /8' = 1' -0° Circuit is within limits Distance Device previous Voltage at Drop from Percent Current device Device source Drop Device 1 0.266 23.12 0.88 4% Device 2 0.266 50 22.71 1.29 5% 0.266 82 Device 3 22.17 1.83 896 0.266 82 Device 4 0.266 50 21.77 2.23 9% Device 5 21.61 2.39 lox 0.266 Device 6 21.53 2.47 10% Totals 1.596 404 NAC Circuit Voltage Drop Calculation 12 22 2005 Project Name Warbirds Museum Circuit Number l' -2 Area Covered Nominal System Voltage 24 Wire Resistance Minimum Device Voltage 20.4 Gau a Per 1000 Distance from source to 1st device 18 14 6.14 Wire Gauge for balance of circuit 14 6.14 Max Output Current 3.0 Total Circuit Current 1.409 Circuit is within limits Distance Device previous Voltage at Drop from Percent Current device Device source Drop Device 1 0.147 23.84 0.16 1% Device 2 23.78 0.22 1% Device 3 23.56 0.44 2% Device 4 23.48 0.52 2% Device 5 23.41 0.59 2% Device 8 23.37 0.63 3% Device 7 23.36 0.64 3% Device 8 23.32 0.68 3% Totols 1.409 142 REFERENCE NOTES: TYPICAL HORN /STROBE WIRING DETAIL Sc iMM NO SCALE 0.158 AMPS 3.163 AMPS 0.158 AMPS FOR 24 HOURS 3.79 STANDBY AMPHOURS 3.163 AMPS FOR 5 MINUTES 0.26 ALARM AMPHOURS a` 0 � o U 0 o � �" z 0 4.05 X 1.2 COMPENSATION FOR NON - L INEAR DISCHARGE CHARACT ERISTICS TOTAL AMPHOURS 5 MINIMUM SIZE OF BATTERIES TO BE SUPPLIED 7 AH FACP BATTERY CA LCULATIONS Q FIELD VERIFY EXACT LOCATION AND QUANTITY OF TAMPER AND FLOW SWITCHES ASSOCIATED WITH THE FIRE SPRINKLER SYSTEM. TIE ALL TO THE FIRE ALARM SYSTEM AS REQUIRED. FIELD VERIFY SUITABLE MOUNTING LOCATION FOR THE HORN /STROBE IN THE MEZZANINE (WALL TOP @ 90 "). IMPORTANT: VERIFY SIZE, TYPE, AND QUANTITY OF ALL CONDUCTORS WITH FIRE ALARM TECHNICIAN AT OMNI SECURITY SYSTEMS PRIOR TO INSTALLATION. 50 0.266 8 0.266 37 0.116 18 0.116 17 0.116. 13 0.116 3 0.266 2$ FAGP MS- 5210UD ZONE 1 FIRE CONTROL C(/µ6A,WCATOR C� ZONE 2 o ZONE 3 0 FIRE -CITE ALARMS ZONE 4 a o � ZONE 5 -10 � 24 VDC NON- RESETTABLE UDACT X22/4 NAC -1 X22/4 NAC -2 BATTERY BATTERY EOL -�-- s SMOKE DETECTOR l 118/2 (STYLE B) EOL rIS �Mlti VALVE TAMPER SWITCHES X18/2 (STYLE B) EOL FS WATER FLOW SWITCHES #18J2 (STYLE B) EOL - FQ -JtiAMr PULL STATION X18/2 (STYLE B) SPARE �`�'` TO FLOW SWITCH 114/2-/ (BELL POWER) (TYP. INDICATING CKT.) EOL HS HS S-- HS , 11 14/2 (STYLE Y) (TYP. INDICATING CKT.) EOL HS HS HS X14/2 (STYLE Y) WP FIRE ALARM RISER DIAGRAM SCHEMATIC: NO SCALE W o 1- M Q N N i 0 • -. ar t i� Y • ♦ r • • • Y e � • cc co � Z W E F- co aW r i I, i • t Ii i DRAWN UNICAD TEE CHECKED MARK L ELISON NICET 107$5 DATE 12/20/05 REVISION o SCALE 1 /8' = 1' -0° NAC Circuit Voltage Drop Calculation 12 22 2005 Project Name Warbirds Museum Circuit Number l' -2 Area Covered Nominal System Voltage 24 Wire Resistance Minimum Device Voltage 20.4 Gau a Per 1000 Distance from source to 1st device 18 14 6.14 Wire Gauge for balance of circuit 14 6.14 Max Output Current 3.0 Total Circuit Current 1.409 Circuit is within limits Distance Device previous Voltage at Drop from Percent Current device Device source Drop Device 1 0.147 23.84 0.16 1% Device 2 23.78 0.22 1% Device 3 23.56 0.44 2% Device 4 23.48 0.52 2% Device 5 23.41 0.59 2% Device 8 23.37 0.63 3% Device 7 23.36 0.64 3% Device 8 23.32 0.68 3% Totols 1.409 142 REFERENCE NOTES: TYPICAL HORN /STROBE WIRING DETAIL Sc iMM NO SCALE 0.158 AMPS 3.163 AMPS 0.158 AMPS FOR 24 HOURS 3.79 STANDBY AMPHOURS 3.163 AMPS FOR 5 MINUTES 0.26 ALARM AMPHOURS a` 0 � o U 0 o � �" z 0 4.05 X 1.2 COMPENSATION FOR NON - L INEAR DISCHARGE CHARACT ERISTICS TOTAL AMPHOURS 5 MINIMUM SIZE OF BATTERIES TO BE SUPPLIED 7 AH FACP BATTERY CA LCULATIONS Q FIELD VERIFY EXACT LOCATION AND QUANTITY OF TAMPER AND FLOW SWITCHES ASSOCIATED WITH THE FIRE SPRINKLER SYSTEM. TIE ALL TO THE FIRE ALARM SYSTEM AS REQUIRED. FIELD VERIFY SUITABLE MOUNTING LOCATION FOR THE HORN /STROBE IN THE MEZZANINE (WALL TOP @ 90 "). IMPORTANT: VERIFY SIZE, TYPE, AND QUANTITY OF ALL CONDUCTORS WITH FIRE ALARM TECHNICIAN AT OMNI SECURITY SYSTEMS PRIOR TO INSTALLATION. 50 0.266 8 0.266 37 0.116 18 0.116 17 0.116. 13 0.116 3 0.266 2$ FAGP MS- 5210UD ZONE 1 FIRE CONTROL C(/µ6A,WCATOR C� ZONE 2 o ZONE 3 0 FIRE -CITE ALARMS ZONE 4 a o � ZONE 5 -10 � 24 VDC NON- RESETTABLE UDACT X22/4 NAC -1 X22/4 NAC -2 BATTERY BATTERY EOL -�-- s SMOKE DETECTOR l 118/2 (STYLE B) EOL rIS �Mlti VALVE TAMPER SWITCHES X18/2 (STYLE B) EOL FS WATER FLOW SWITCHES #18J2 (STYLE B) EOL - FQ -JtiAMr PULL STATION X18/2 (STYLE B) SPARE �`�'` TO FLOW SWITCH 114/2-/ (BELL POWER) (TYP. INDICATING CKT.) EOL HS HS S-- HS , 11 14/2 (STYLE Y) (TYP. INDICATING CKT.) EOL HS HS HS X14/2 (STYLE Y) WP FIRE ALARM RISER DIAGRAM SCHEMATIC: NO SCALE W o 1- M Q N N i 0 • -. ar t i� Y • ♦ r • • • Y e � • cc co � Z W E F- co aW r i I, i • t Ii i DRAWN UNICAD TEE CHECKED MARK L ELISON NICET 107$5 DATE 12/20/05 REVISION o SCALE 1 /8' = 1' -0° Circuit is within limits Distance Device previous Voltage at Drop from Percent Current device Device source Drop Device 1 0.147 23.84 0.16 1% Device 2 23.78 0.22 1% Device 3 23.56 0.44 2% Device 4 23.48 0.52 2% Device 5 23.41 0.59 2% Device 8 23.37 0.63 3% Device 7 23.36 0.64 3% Device 8 23.32 0.68 3% Totols 1.409 142 REFERENCE NOTES: TYPICAL HORN /STROBE WIRING DETAIL Sc iMM NO SCALE 0.158 AMPS 3.163 AMPS 0.158 AMPS FOR 24 HOURS 3.79 STANDBY AMPHOURS 3.163 AMPS FOR 5 MINUTES 0.26 ALARM AMPHOURS a` 0 � o U 0 o � �" z 0 4.05 X 1.2 COMPENSATION FOR NON - L INEAR DISCHARGE CHARACT ERISTICS TOTAL AMPHOURS 5 MINIMUM SIZE OF BATTERIES TO BE SUPPLIED 7 AH FACP BATTERY CA LCULATIONS Q FIELD VERIFY EXACT LOCATION AND QUANTITY OF TAMPER AND FLOW SWITCHES ASSOCIATED WITH THE FIRE SPRINKLER SYSTEM. TIE ALL TO THE FIRE ALARM SYSTEM AS REQUIRED. FIELD VERIFY SUITABLE MOUNTING LOCATION FOR THE HORN /STROBE IN THE MEZZANINE (WALL TOP @ 90 "). IMPORTANT: VERIFY SIZE, TYPE, AND QUANTITY OF ALL CONDUCTORS WITH FIRE ALARM TECHNICIAN AT OMNI SECURITY SYSTEMS PRIOR TO INSTALLATION. 50 0.266 8 0.266 37 0.116 18 0.116 17 0.116. 13 0.116 3 0.266 2$ FAGP MS- 5210UD ZONE 1 FIRE CONTROL C(/µ6A,WCATOR C� ZONE 2 o ZONE 3 0 FIRE -CITE ALARMS ZONE 4 a o � ZONE 5 -10 � 24 VDC NON- RESETTABLE UDACT X22/4 NAC -1 X22/4 NAC -2 BATTERY BATTERY EOL -�-- s SMOKE DETECTOR l 118/2 (STYLE B) EOL rIS �Mlti VALVE TAMPER SWITCHES X18/2 (STYLE B) EOL FS WATER FLOW SWITCHES #18J2 (STYLE B) EOL - FQ -JtiAMr PULL STATION X18/2 (STYLE B) SPARE �`�'` TO FLOW SWITCH 114/2-/ (BELL POWER) (TYP. INDICATING CKT.) EOL HS HS S-- HS , 11 14/2 (STYLE Y) (TYP. INDICATING CKT.) EOL HS HS HS X14/2 (STYLE Y) WP FIRE ALARM RISER DIAGRAM SCHEMATIC: NO SCALE W o 1- M Q N N i 0 • -. ar t i� Y • ♦ r • • • Y e � • cc co � Z W E F- co aW r i I, i • t Ii i DRAWN UNICAD TEE CHECKED MARK L ELISON NICET 107$5 DATE 12/20/05 REVISION o SCALE 1 /8' = 1' -0° REFERENCE NOTES: TYPICAL HORN /STROBE WIRING DETAIL Sc iMM NO SCALE 0.158 AMPS 3.163 AMPS 0.158 AMPS FOR 24 HOURS 3.79 STANDBY AMPHOURS 3.163 AMPS FOR 5 MINUTES 0.26 ALARM AMPHOURS a` 0 � o U 0 o � �" z 0 4.05 X 1.2 COMPENSATION FOR NON - L INEAR DISCHARGE CHARACT ERISTICS TOTAL AMPHOURS 5 MINIMUM SIZE OF BATTERIES TO BE SUPPLIED 7 AH FACP BATTERY CA LCULATIONS Q FIELD VERIFY EXACT LOCATION AND QUANTITY OF TAMPER AND FLOW SWITCHES ASSOCIATED WITH THE FIRE SPRINKLER SYSTEM. TIE ALL TO THE FIRE ALARM SYSTEM AS REQUIRED. FIELD VERIFY SUITABLE MOUNTING LOCATION FOR THE HORN /STROBE IN THE MEZZANINE (WALL TOP @ 90 "). IMPORTANT: VERIFY SIZE, TYPE, AND QUANTITY OF ALL CONDUCTORS WITH FIRE ALARM TECHNICIAN AT OMNI SECURITY SYSTEMS PRIOR TO INSTALLATION. 50 0.266 8 0.266 37 0.116 18 0.116 17 0.116. 13 0.116 3 0.266 2$ FAGP MS- 5210UD ZONE 1 FIRE CONTROL C(/µ6A,WCATOR C� ZONE 2 o ZONE 3 0 FIRE -CITE ALARMS ZONE 4 a o � ZONE 5 -10 � 24 VDC NON- RESETTABLE UDACT X22/4 NAC -1 X22/4 NAC -2 BATTERY BATTERY EOL -�-- s SMOKE DETECTOR l 118/2 (STYLE B) EOL rIS �Mlti VALVE TAMPER SWITCHES X18/2 (STYLE B) EOL FS WATER FLOW SWITCHES #18J2 (STYLE B) EOL - FQ -JtiAMr PULL STATION X18/2 (STYLE B) SPARE �`�'` TO FLOW SWITCH 114/2-/ (BELL POWER) (TYP. INDICATING CKT.) EOL HS HS S-- HS , 11 14/2 (STYLE Y) (TYP. INDICATING CKT.) EOL HS HS HS X14/2 (STYLE Y) WP FIRE ALARM RISER DIAGRAM SCHEMATIC: NO SCALE W o 1- M Q N N i 0 • -. ar t i� Y • ♦ r • • • Y e � • cc co � Z W E F- co aW r i I, i • t Ii i DRAWN UNICAD TEE CHECKED MARK L ELISON NICET 107$5 DATE 12/20/05 REVISION o SCALE 1 /8' = 1' -0° 0.266 8 0.266 37 0.116 18 0.116 17 0.116. 13 0.116 3 0.266 2$ FAGP MS- 5210UD ZONE 1 FIRE CONTROL C(/µ6A,WCATOR C� ZONE 2 o ZONE 3 0 FIRE -CITE ALARMS ZONE 4 a o � ZONE 5 -10 � 24 VDC NON- RESETTABLE UDACT X22/4 NAC -1 X22/4 NAC -2 BATTERY BATTERY EOL -�-- s SMOKE DETECTOR l 118/2 (STYLE B) EOL rIS �Mlti VALVE TAMPER SWITCHES X18/2 (STYLE B) EOL FS WATER FLOW SWITCHES #18J2 (STYLE B) EOL - FQ -JtiAMr PULL STATION X18/2 (STYLE B) SPARE �`�'` TO FLOW SWITCH 114/2-/ (BELL POWER) (TYP. INDICATING CKT.) EOL HS HS S-- HS , 11 14/2 (STYLE Y) (TYP. INDICATING CKT.) EOL HS HS HS X14/2 (STYLE Y) WP FIRE ALARM RISER DIAGRAM SCHEMATIC: NO SCALE W o 1- M Q N N i 0 • -. ar t i� Y • ♦ r • • • Y e � • cc co � Z W E F- co aW r i I, i • t Ii i DRAWN UNICAD TEE CHECKED MARK L ELISON NICET 107$5 DATE 12/20/05 REVISION o SCALE 1 /8' = 1' -0° FAGP MS- 5210UD ZONE 1 FIRE CONTROL C(/µ6A,WCATOR C� ZONE 2 o ZONE 3 0 FIRE -CITE ALARMS ZONE 4 a o � ZONE 5 -10 � 24 VDC NON- RESETTABLE UDACT X22/4 NAC -1 X22/4 NAC -2 BATTERY BATTERY EOL -�-- s SMOKE DETECTOR l 118/2 (STYLE B) EOL rIS �Mlti VALVE TAMPER SWITCHES X18/2 (STYLE B) EOL FS WATER FLOW SWITCHES #18J2 (STYLE B) EOL - FQ -JtiAMr PULL STATION X18/2 (STYLE B) SPARE �`�'` TO FLOW SWITCH 114/2-/ (BELL POWER) (TYP. INDICATING CKT.) EOL HS HS S-- HS , 11 14/2 (STYLE Y) (TYP. INDICATING CKT.) EOL HS HS HS X14/2 (STYLE Y) WP FIRE ALARM RISER DIAGRAM SCHEMATIC: NO SCALE W o 1- M Q N N i 0 • -. ar t i� Y • ♦ r • • • Y e � • cc co � Z W E F- co aW r i I, i • t Ii i DRAWN UNICAD TEE CHECKED MARK L ELISON NICET 107$5 DATE 12/20/05 REVISION o SCALE 1 /8' = 1' -0° EOL -�-- s SMOKE DETECTOR l 118/2 (STYLE B) EOL rIS �Mlti VALVE TAMPER SWITCHES X18/2 (STYLE B) EOL FS WATER FLOW SWITCHES #18J2 (STYLE B) EOL - FQ -JtiAMr PULL STATION X18/2 (STYLE B) SPARE �`�'` TO FLOW SWITCH 114/2-/ (BELL POWER) (TYP. INDICATING CKT.) EOL HS HS S-- HS , 11 14/2 (STYLE Y) to FIRE ALARM RISER DIAGRAM SCHEMATIC: NO SCALE W o 1- M Q N N i 0 • -. ar t i� Y • ♦ r • • • Y e � • cc co � Z W E F- co aW r i I, i • t Ii i DRAWN UNICAD TEE CHECKED MARK L ELISON NICET 107$5 DATE 12/20/05 REVISION o SCALE 1 /8' = 1' -0° FA -1 MEZZANINE FIRE ALARM PLAN SCALE: 1/8" = 1' -0" 0 11 2 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 r 30 GENERAL NOTES A �� C D F G H J THRUST BLOCK PER NFPA 13 (TYPICAL) U1 0 0 ry - I- - c 0 z 0 c Q c z c; z U RISER LEGEND NOTE: ALL ELECTRICAL ALARM WIRING OR WIRING OF ANY KIND TO BE BY OTHERS. Q1 8" UNDERGROUND TO BE FLUSHED & TESTED PRIOR TO CONNECTION "" ^I - " A' AROUND RISER ?EDUCING FLANGE SLING E FOR FLUSHING PRESSURE GAUGE iECK BACKFLOW PREVENT D BUTTERFLY VALVES CK VALVE =PT CONNECTION HITCH (FOLD WITH PRESSURE R PRESSURE GAUGE LVE ELIEF VALVE Z TEST J AD CABINET WITH SPARE ADS AND WRENCH :-PER NFPA 13 -(BY OTHERS) ENT CONNECTION LVE d 1) UNDERGROUND SUPPLY BY OTHERS. 3 -D FIRE PROTECTION WORK TO BEGIN AT STUB INTO BUILDING AS SHOWN ON THE DRAWINGS. 2) SYSTEM DESIGN TO START AT NODE U1 AND CONTINUE THROUGHOUT THE BUILDING. SYSTEM DESIGNED PER NFPA 13 FOR EXTRA HAZARD, GROUP 1 OCCUPANCY IN HANGER AREA. FIRST LEVEL IS DESIGNED AS LIGHT HAZARD OCCUPANCY 3) THE SYSTEM THROUGHOUT THE BUILDING IS A WET -PIPE SYSTEM AND MUST HAVE ADEQUATE HEAT TO PREVENT FREEZING. 4) ALL EQUIPMENT AND MATERIAL TO BE U/L LISTED OR FM APPROVED. DOMESTIC MADE NOT REQUIRED. ALL SCHEDULE 40 STEEL PIPE TO BE THREADED AND /OR ROLLED GROOVED. ALL THIN WALL PIPE ( "EDDY FLOW ") TO BE ROLLED GROOVED USING GROOVED TYPE COUPLINGS AND FITTINGS APPROVED FOR FIRE PROTECTION SYSTEM USE. ALL PIPE TO EXTERIOR OF BUILDING TO BE SCHEDULE 40 GALVANIZED. TYPE OF PIPING: FEED MAIN PIPING: SCHEDULE 10 CROSS MAIN PIPING: SCH 10 (6 "), EDDY FLOW BRANCH LINE PIPING: EDDY FLOW SCH 40 - 1 " PIPE 5) SYSTEM TO BE INSTALLED, FLUSHED AND TESTED IN ACCORDANCE WITH NFPA 13. 6) ALARM DEVICE FOR SYSTEM IS AN AMES MAXIM SERIES M200 BFG WITH BUILT -IN TAMPER SWITCHES. FLOW INDICATOR & VALVE TAMPER SWITCHES TO BE CONNECTED TO FIRE ALARM SYSTEM, IF APPLICABLE. 7) ALL ELECTRICAL WIRING, OF ANY KIND, IS BY OTHERS. 8) FIRE CAULK ALL PENETRATIONS THROUGH FIRE WALL /SMOKE SEPARATIONS. 9) ALL PIPING TO BE HUNG FROM STRUCTURAL MEMBERS BY USE OF 3/8" TOP BEAM CLAMPS WITH RETAINING STRAPS OR SAMMY SUPER SCREWS AS SHOWN IN HANGER DETAILS. 10) TYPE OF CONSTRUCTION: NEW STEEL BUILDING FITTERS NOTES L X EOUIPMENT & DEVICE LEGEND a :7 DEVICE MANUFACTURER /MODEL 6" DOUBLE CHECK ASSEMBLY AMES MAXIM SERIES M200 BFG W /BUILT -IN TAMPER SWITCHES 4" CHECK VALVE TYCO CV -1F CHECK VALVE STANDARD RESPONSE UPRIGHT SPRINKLER (OVERHEAD SPRINKLERS) VICTAULIC MODEL V3401, UPRIGHT, 17/32" ORIFICE, K =8.0, 286', MAXIMUM SPACING 12'- 6x7' -6 (94 sq.ft.) QUICK RESPONSE PENDENT SPRINKLER (LOWER LEVEL) VICTAULIC MODEL V2708, RECESSED PENDENT, 1/2 ORIFICE, K =5.6, 155, MAXIMUM SPACING 15' -0 x 15' -0 (225 sq.ft.) NO MORE THAN 7' -0 OFF ANY WALL. To St Anthony AREA OF WORK o ■ mit, NOT TO SCALE NOT TO SCALE a Main St P VICTAULIC MODEL V3401 VICTAULIC MODEL V2708 —N W 2nd S UPRIGHT RECESSED PENDENT LO �' LO ('® � W 4th S V .c 1 tie (37 mmy I X/ o W I7th S 1 N der APPROVAL STAMP ® Qj �, (60 mm) 2 � {45 mm) (fj4mm} I � � REXBURG VICINITY MA (41 mm} R To Idaho Falls No SCALE ► 25 — APPROVAL giAIVIP CAROL HENSCHEID ) tandard tl ri ht- V3401, V3A02 Pendent V2707 V2708 (' . _ , STATE (DP IDAHO NICET IV N0. 100827 S P 9 Standard P �✓ - ENGINEERING TECH. PLANS ACCEPTED SUBJECT TO COMMENTS AN 2005 S ® } pN S TO A FIERDNN p�CT LETTER. INSTAL 4 REVIEWED BY: 0 15' 30' 60' INSTALLATION /LAYOUT DRAWINGS INDICATE THE PROPOSED LOCATION OF PIPING, PIPE STANDS, COMPONENTS, ETC. FIELD ADJUSTMENTS OF PIPE ROUTING, PIPE LENGTHS, AND DATE m-•-- °° T°° POSITIONING OF HANGERS, ETC. SHALL BE ANTICIPATED AND ` • T EXPECTED. THESE CHANGES SHALL MEET NFPA REQUIREMENTS SCALE: 1 " = 30' -0 AND ARE TO BE RED -LINED AND INCORPORATED ONTO THE "AS- BUILT" DRAWINGS ACCORDINGLY. NOTICE NOMENCLATURE HANGERS HEAD COUNT Contract Name: Scale: As Noted 0 1. All— thread rod A. To Beam Clam Sprinkler Type Fin. Orif. K —Fac. Can Temp. Symb. Qty. 3 FIRE PROTECTION I N C . War Birds Museum Drawn: C Henscheid IT IS THE OWNERS RESPONSIBILITY TO PROVIDE ADEQUATE CROSS MAIN DESIGNATION c R O SSMAIN 'A' 1 ALARM VALVE &RISER ®-- CONTROL VALVE — �p�Q�— UPRIGHT ON 1" RISER —O— P P H E A T T O PREVENT FREEZING THROUGHOUT WET P I P E ALARM VALVE KEY VALVE STANDARD UPRIGHT HEAD --0— 2. U —hook B. Nut & Washer Design • Installation Airport Road Checked: L Hayward STANDARD PENDENT HEAD — SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY FEED MAIN DESIGNATION FM n' HORIZONTAL - PIPE AND OTHER TYPES OF VALVES CONTROLLING WATER — 3. Coach screw C. Unistrut Nut SUPPLIES To SPRINKLER SYSTEMS. ELEVATION TO Q_ OF PIPE (AS NOTED) — DRY PIPE VALVE & RISER ®- POST INDICATOR VALVE (PIV) —pPi— PENDENT HEAD BELOW CEILING Maintenance • Inspec ReXbUr Idaho Date: 07/06/05 —a— tion STANDARD UPRIGHT SIDEWALL --d4 4. Eye —rod D. Drop —in Anchor 3 Contract with: Revision: — WATER SUPPLY INFORMATION LINE DESIGNATION DELUGE VALVE & RISER ® PIV W TAMPER SWITCH STANDARD PENDENT SIDEWALL —� . o. Stud For Service or Repair Teton West O / HORIZONTAL SIDEWALL —� 5 U —bolt E Hilf `� D Fax (208) 5'15 & 24 Hrs. Erne ency Service STATIC 89 Psi RESIDUAL 70 psi CALCULATION DESIGNATION 0 CHECK VALVE — -tai- SIAMESE FIRE DEPT CONNECTION — y— HEAD ABOVE & BELOW CEILING 4_ 6. Pipe strap F. Lag Bolt Please con ( Zo — 81 e 525 -8377 4805 South 3300 West GPM FLOWING 1134 _ FL DATE 11 /04/04 FLOW SWITCH — � Coupling NEW UNDERGROUND � DRY PENDENT HEAD 7. Bracket G. Rod Cou lin Airport Road SINGLE FIRE DEPT CONNECTION— FLUSH TYPE HEAD —0- 3 —D Rexburg, Idaho 83440 LOCATION WATER MOTOR GONG ® FIRE HYDRANT C ---C D EARTHQUAKE BRACE 8. H. Wing Toggle P.O BOX 50845 RISE UP —o— 9. Special (See Detail) I. Side Beam Bracket Idaho F{71IS, Idaho 83405 -0845 Description: Contract # 1168 - 205 SOURCE OF INFORMATION 3 -D Fire Protection EXISTING UNDERGROUND REVISIONS A ELECTRIC BELL - � FIRE HYDRANT W /RUMP C--&) DROP DOWN --�— J. Speedy Fastener Total 1168 - 205 —Ol.dw Site Plan Riser Detail Drawing: F -1 of 3 FIRE DEPT CONNECTION DE TAIL 1) ALL LINES SHALL HAVE ZERO FLEX TYPE GROOVED COUPLINGS 2) ALL GROOVED PIPING DIMENSIONS ARE SHOWN CENTER TO CENTER OR CENTER TO END. ALL THREADED PIPING DIMENSIONS ARE SHOWN CUT LENGTH 3) WHERE FIRE SPRINKLER PIPING PENETRATES IDENTIFIED FIRE WALLS FIRE -CAULK AND SEAL PENETRATIONS AS REQUIRED 4) COORDINATE THE LOCATION OF ALL SPRINKLER PIPING WITH OTHER SUBCONTRACTORS TO AVOID POSSIBLE OBSTRUCTIONS TO SPRINKLER DISCHARGE 5) LOCAL AUTHORITY HAVING JURISDICTION: REXBURG FIRE MARSHAL CHRIS HUSKINSON - TELEPHONE: 359 -3010 I 7 8 6 90 11 72 A 7 6 5 4 B I - - 1' -3" , » 6 -3 -- —6'-3"— 12 -6 -6 -3 4'- 1 10 -0 6 -3 - I - - 6 -3 --- 1 2'-6 7 6* -3 I . W __T_ — S -9 C t T T -6 20' -O" O � [21' -O] 3' - 1 3" 3 3" 4 -6 5 -6 4' - 7 -0 % pct E 3'x10' -O GxG 6' -3" 10' -O" l S_9" 3' -9" _G lo t -o il - t 6' -3" —H 10' -O" 7 6' -3" 10' -0" 120' -0" 3'_9" —J 1 - S -9" 10' - 0" - K 6' -3" 1' -3" - L 10' -0" 7' -6" G _ + - M 6' -3" 10' -0" 3' -9 3' � 9 �+ 10' -0" 6' -3" O —0 48T [21' -0] 4' -2 025 49B 0 4-0 1 4° 6 — P XMBI pc4 4 "X21' -0 GxG 20'-0" 7' -6" Q 1 S_9" O A R S I I � 3" 1 3" 2 1 -6 —6 » " 3° 3" 3" 3" 42T 1 6 38T 1 -0 34T 10- I E31 T 1 -6 6- I 6 -6 436 9B 5B TB o' 6B X111C pc2 XMC pea XMC pc4 + 3`x2t' 0 GxG - 3 -0 GxG - 3'x21'-0 GxG _ N a CRO S MAIN C ^ " COLOR BLUE e ' a N - - - 7 I I I i a O N COLOR WHITE SS-MA 44T 40T 4" 458 416 2 -0 4" 4 „ » 4 -0 8 -6 10 -6 MB1 pc3 XMBI pc2 41-15 GxG 4'x21'-0 GxG I 3 14 6 i 3" 3" [21' -0] 2_01 2 -0 „ b 3 » 3» 3" 3° 3" 3" 3 12 —6 10 -6 13T 10 —9T\ - -6 8 6 I 4 -0 5T 1 —6 —6 1 I 148 10B 2B 68 XMC pc5 AliC pc6 125 )NC pc7 113 XMC pc8 101 - 3 ° x21' -0 GxG ° x21' -0 GxG - - 3'x10' -6 G - h21' -0 GxG I I I 126 114 102 I i 127 I 115 103 I I 128 116 104 I I 129 117 105 I 130 118 106 I 131 119 107 L - -- - -- 132 120 1d8 133 I 121 109 134 I 122 110 I 123 111 I I COLOR WHITE - CGRQSS -MAIN 02 - 124 3T , 36T 1 INSTALLATION /LAYOUT DRAWINGS INDICATE THE PROPOSED 27T 29 2 �.`1" o24A E R H 24g 19T 2 0 I R 16B 12B 86 [21 -0] 4B 7B 4 - „ 8B 6 » Q` 6 » 4 4 " OB " 4° 4" 4" 4" 1 —6 4" —6 10 8 -9X " 5 -8 6 -6 1 —6 0 -6 10 " 1/8" = 1' -0 8 -6 4 -0 ::A, I XhIB2 cI '— P + 4'x14' -5'� GzG XMB2 pc2 4 ° x21' -0 GxG 1 X02 pc3 4 "x21' -0 GxG 2 0 XMB2 pc4 4"x10' -6 GxG I XMB2 c5 P 4 "x21' -0 GxG 1 t° x - GxG I o I A I O1 u R1 O 0 FEED MAIN A ELECTRIC BELL COLOR RED FIRE DEPARTMENT CONNECTION PROTECT ®N PLAN PH Ee 23 AUX DRAIN HIGH POINT VENT. DRAIN TO EXTERIOR I 25' -0" rn c-1 — — L ®WER LEl�L FIRE PR ®TECTI ®N PLAN SCALE: 1/8" = 1' -0 REMOTE AREA #1 (OVERHEAD): EXTRA HAZARD, GROUP 1 OCCUPANCY 0.30 gpm OVER 2023 sq.ft. (25% REDUCTION IN DESIGN AREA TAKEN PER NFPA 13 .2.3.2.6) CALCULATE 22 HEADS AT 94 sq.ft. ER HEAD. SYSTEM DEMAND: 667.6 gpm AT 59.5 psi PLUS 500 gpm HOSE ALLOWANCE. VOTE: SYSTEM HAS BEEN PEAKED APPROVAL STAMP APPROVAL STAMP s STATE. OF IDAHO PLANS ACCEPTED SUBJECT TO COMMENTS TION S IN TO A T INS' LD INSP TI LETTE REVIEWED BY: DATE: A F -3 r 150' -0 _ - 25' -0" - 25' -0" - 25' -0" - 25' -0" -- 25' -0" - 25' -0 I M I I a i FITTERS NOTES 1) ALL LINES SHALL HAVE ZERO FLEX TYPE GROOVED COUPLINGS 2) ALL GROOVED PIPING DIMENSIONS ARE SHOWN CENTER TO CENTER OR CENTER TO END. ALL THREADED PIPING DIMENSIONS ARE SHOWN CUT LENGTH 3) WHERE FIRE SPRINKLER PIPING PENETRATES IDENTIFIED FIRE WALLS FIRE -CAULK AND SEAL PENETRATIONS AS REQUIRED 4) COORDINATE THE LOCATION OF ALL SPRINKLER PIPING WITH OTHER SUBCONTRACTORS TO AVOID POSSIBLE OBSTRUCTIONS TO SPRINKLER DISCHARGE 5) LOCAL AUTHORITY HAVING JURISDICTION: REXBURG FIRE MARSHAL CHRIS HUSKINSON - TELEPHONE: 359 -3010 CAROL HENSCHEID NICET IV NO. 100827 ENGINEERING TECH. 2005 0 5' 10' 20' SCALE: 1/8" = 1 ' -0 Contract Name: Scale: As Noted War Birds Museum Drawn: C Henscheid Airport Road Checked: L Hayward Rexburg, Idaho Dater 07/06/05 Contract with: Revision: Teton West 4805 South 3300 West Rexburg, Idaho 83440 Description: Cont # 1168 -205 Fire Protection Plan - Drawing F-2 of 3 INSTALLATION /LAYOUT DRAWINGS INDICATE THE PROPOSED O V E R H E A D F I R E LOCATION OF PIPING, PIPE STANDS, COMPONENTS, ETC. FIELD ADJUSTMENTS OF PIPE ROUTING, PIPE LENGTHS, AND SCALE: 1/8" = 1' -0 POSITIONING OF HANGERS, ETC. SHALL BE ANTICIPATED AND - T EXPECTED. THESE CHANGES SHALL MEET NFPA REQUIREMENTS AND ARE TO BE RED -LINED AND INCORPORATED ONTO THE "AS- BUILT" DRAWINGS ACCORDINGLY. HANGERS HEAD COUNT 3 -D FIRE PROTECTION, INC. NOTICE NOMENCLATURE - - °A' - I ALARM VALVE &RISER - - - - - �-- CONTROL VALVE - - - - - - - - Dfi4 - UPRIGHT ON 1" RISER — — — — — — — —O— 1 • All— thread rod A. Top Beam Clomp Sprinkler Type Up Fin. Brass Orif. 17/32 K —Fac. 8.0 Can - -- Temp. 28G Symb. � Qty. 192 De sign • Installation R Is THE OWNER RESPONSIBILITY TO PROVIDE ADEQUATE CROSS MAIN DESIGNATION - - CRO SSMAIN STANDARD UPRIGHT HEAD — — — — — — —O— 2. U —hook B. Nut &Washer Viright ctaulic V3401 HEAT TO PREVENT FREEZING THROUGHOUT WET PIPE SYSTEM AREAS AND IN ENCLOSURES FOR DRY FEED MAIN DESIGNATION - - - - - - FM A HORIZONTAL ALARM VALVE - - - - --- KEY VALVE - - - - - - - - - -�- STANDARD PENDENT HEAD — — — — — — —— 3. Coach screw C. Unistrut Nut Victaulic V2708 Pendent White 1/2" 5.6 White 155' 13 Maintenance • Inspection SPRINKLER PIPE AND OTHER TYPES OF VALVES CONTROwNG WATER suPPUES To SPRINKLER SYSTEMS. ELEVATION TO Q_ OF PIPE (AS NOTED) - - DRY PIPE VALVE &RISER - - - - ®- POST INDICATOR VALVE (PTV)- — — PENDENT HEAD BELOW CEILING — — STANDARD UPRIGHT SIDEWALL — - — — —O'-- - - --� 4. Eye —rod D. Drop —in Anchor 3 t} For service or Repair WATER SUPPLY INFORMATION LINE DESIGNATION -[ O DELUGE VALVE & RISER — — — — ® PIV W /TAMPER SWITCH — — — — —}_ STANDARD PENDENT SIDEWALL — — HORIZONTAL SIDEWALL — — — — — — — — — — _..� 5. U —bolt E. Hilti Stud `� D envy ervice & 24 Hrs. Emer S Please Coll 20b 5.. °.5 -8377 70 - - - - - - O CHECK VALVE - - - - - - - - 4 - SIAMESE FIRE DEPT CONNECTION- -�- HEAD ABOVE &BELOW CEILING — — — — �-- 6. Pipe strap F. Log Bolt — D Fax (208) 5 5— 381 Coupling STATIC 89 psi RESIDUAL psi CALCULATION DESIGNATION T DRY PENDENT HEAD - - - - - - - - �-- 7. Bracket G. Rod 3 P.O. BOX 50845 GPM FLOWING 1134 FLOW DALE 11 /04/0 4 NEW UNDERGROUND - - - - - - - - �c FLOW SWITCH -- - - - - - - - �' SINGLE FIRE DEPT CONNECTION - - FLUSH TYPE HEAD - - - - - - — — — - - -� — — i 8. H . Wing Toggle Idaho Fal ls, Idaho 83405 -0845 Airport Road LOCATION P 3 -D Fire Protection EXISTING UNDERGROUND - - - - - -' WATER MOTOR GONG --- - - ® FIRE HYDRANT - - - - - - - - c-(p ) ^ EARTHQUAKE BRACE — — RISE UP - - - - - - - - - - - - g• Special (See Detail) I. Side Beam Bracket Total 205 1168- 205 -02.dw SOURCE OF INFORMATION - - - - 0 ELECTRIC BELL - - - - - - - ® FIRE HYDRANT W /PUMP - - - - c DROP DOWN — — — — — — — — — — - 0 J. Speedy Fastener REVISIONS ---- --' - -- A F -3 r 150' -0 _ - 25' -0" - 25' -0" - 25' -0" - 25' -0" -- 25' -0" - 25' -0 I M I I a i FITTERS NOTES 1) ALL LINES SHALL HAVE ZERO FLEX TYPE GROOVED COUPLINGS 2) ALL GROOVED PIPING DIMENSIONS ARE SHOWN CENTER TO CENTER OR CENTER TO END. ALL THREADED PIPING DIMENSIONS ARE SHOWN CUT LENGTH 3) WHERE FIRE SPRINKLER PIPING PENETRATES IDENTIFIED FIRE WALLS FIRE -CAULK AND SEAL PENETRATIONS AS REQUIRED 4) COORDINATE THE LOCATION OF ALL SPRINKLER PIPING WITH OTHER SUBCONTRACTORS TO AVOID POSSIBLE OBSTRUCTIONS TO SPRINKLER DISCHARGE 5) LOCAL AUTHORITY HAVING JURISDICTION: REXBURG FIRE MARSHAL CHRIS HUSKINSON - TELEPHONE: 359 -3010 CAROL HENSCHEID NICET IV NO. 100827 ENGINEERING TECH. 2005 0 5' 10' 20' SCALE: 1/8" = 1 ' -0 Contract Name: Scale: As Noted War Birds Museum Drawn: C Henscheid Airport Road Checked: L Hayward Rexburg, Idaho Dater 07/06/05 Contract with: Revision: Teton West 4805 South 3300 West Rexburg, Idaho 83440 Description: Cont # 1168 -205 Fire Protection Plan - Drawing F-2 of 3