Loading...
HomeMy WebLinkAboutPlans 2VP BUILDINGS VARCO PRUDEN a division of BlueScope Buildings North America, Inc. DRAWING INDEX DRAWING TITLE Cover Sheet Notes Anchor Rod Plan Primary Structural Secondary Structural Covering Special Drawings Standard Erection Details Planograph Details DRAWING RELEASE HISTORY PAGES 1 2 3, 4 5 th ru 29 30 th ru 47 48 th ru 67 68 th ru 72 PLEASE FURNISH ALL COLORS i TYPE DATE DESCRIPTION Approval Drawings 8/17/15 FOR APPROVAL- NOT FOR CONSTRUCTION HANGAR DOOR FRAME DEFLECTION 6 INCHES UP AND 6 INCHES DOWN MAXIMUM WIND SPEED IN OPEN DOOR POSITION IS 50 MPH. Verify Loading. "SMS load of 40 psf is applied as an independent snow case. It is not combined with snow drift. Snow drift loading is determined by IBC 2012 and is combined with the flat roof snow as determined by IBC 2012. A flat roof snow of 28 psf is combined with snow drift on the Office and Storage roofs." Collateral loads should be uniformly distributed on primary and secondary members. The recommended method of load application is to the purlin's web. The maximum load on any purlin flange should be 100# or less applied to the middle of the flange. • - I#// Il ;•7. / ._. �� ► I� '-///0I0i3O/ ► /0000, :r00.000i Igo, A,t$0 0000: olOOr /00 OPOir P 000000 1110 -40:000011 A 100',0/ Id, 0,00 4 d4° 4 4, 404 L. 40 4 446; 01001101 1•011100101 0 g 1 APPROVED OF ofiAvaisa made drawings am asism .d Ibr rwisw IorolAPPRCNAL ONLY. Plewa rwMw Appovid oarrrtban Yw Wader 1 t'aonbui es avesptan os of *s V r+owlinsiss interprelation dips owes* Richest Oilier. Aobiia► ton Is ponds.** nlllumse me sit squad by Br / Corrtraolot. Approved as Submillsd a Approved ss NOW ODissippivwiL Phase hwbmM. Buider cane►. VP Suldhas Lake Raid MO 14604 VP Buildings 3200 Players Club Circle Memphis TN 38125 MATERIALS 3 PLATE WELDED SECTIONS COLD FORMED LIGHT GAGE SHAPES BRACE RODS HOT ROLLED MILL SHAPES HOT ROLLED ANGLES HOLLOW STRUCTURAL SECTION (HSS) CLADDING GENERAL NOTES ASTM DESIGNATION A529, A572, A1011, A1018 A653, A1011 A572, A510 A36, A529, A572, A588, A992 A529, A572, A588, A992 A500 A653, A792 A325 & A490 BOLT TIGHTENING REQUIREMENTS GRADE 55 GRADE 60 GRADE 50 GRADE 36 OR 50 GRADE 50 GRADE B GRADE 50 OR GRADE 80 IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLE REGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING A325 OR A490 BOLTS FOR MORE INFORMATION. SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINE THE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE -TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION OR CONTRACT. ALL A490 BOLTS SHALL BE "PRE -TENSIONED". A325 BOLTS IN PRIMARY FRAMING AND BRACING CONNECTIONS MAY BE "SNUG -TIGHT" EXCEPT AS FOLLOWS; PRE -TENSION A325 BOLTS IF BUILDING SUPPORTS A CRANE GREATER THAN 5 TON CAPACITY. PRE -TENSION A325 BOLTS IF BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT, OR STRESS REVERSALS ON CONNECTIONS. PRE -TENSION A325 BOLTS IF LOCATED IN _HIGH _SEISMIC _AREAS. FOR IBC BASED CODES; HIGH SEISMIC IS DESIGN CATEGORY D, E OR F. SEE CODES AND LOADS SECTION BELOW FOR DETAILS. PRE -TENSION ANY CONNECTION WITH DESIGNATION A325 -SC. SLIP CRITICAL (SC) CONNECTIONS MUST BE FREE OF PAINT, OIL OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLY RUSTED SURFACES ARE ACCEPTABLE. IN CANADA, ALL A325 AND A490 BOLTS SHALL BE "PRE -TENSIONED", EXCEPT FOR SECONDARY MEMBERS AND FLANGE BRACES. SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS "SNUG TIGHT", UNLESS INDICATED OTHERWISE IN ERECTION DRAWING DETAILS. CODES AND LOADS WHEN MULTIPLE BUILDINGS ARE INVOLVED, SPECIFIC LOAD FACTORS FOR DIFFERING OCCUPANCIES, BUILDING DIMENSIONS, HEIGHTS, FRAMING SYSTEMS, ROOF SLOPES, ETC., MAY RESULT IN DIFFERENT LOAD APPLICATION FACTORS THAN INDICATED BELOW. SEE CALCULATIONS FOR FURTHER DETAILS. WIND LOADS ARE APPLIED TO OVERALL BUILDING ENVELOPE. COMMON WALLS BETWEEN CONNECTED SHAPES ARE NOT SUBJECT TO EXTERNAL WIND LOADS. Building Code: 2009 International Building Code Atlantic Hangar: Building Risk/Occupancy Category:II (Standard Occupancy Structure), Collateral Gravity: 6.00 psf (Not Including bld Office: Building Risk/Occupancy Category:II (Standard Occupancy Structure), Collateral Gravity: 6.00 psf (Not Including bldg wt) Storage: Building Risk/Occupancy Category:II (Standard Occupancy Structure), Collateral Gravity: 6.00 psf (Not Including bldg wt) LIVE LOADS AND RAINFALL Roof Live Load 20.00 psf (Not Reducible) Rainfall: 4.00 inches per hour CONCRETE FOUNDATIONS Compressive Strength (Min.) SNOW LOADj' Ground Snow: 40.00 psf, Flat Roof Snow: psf, Design Snow (Sloped): 25.20 psf, Specified Min. Roof Snow: 40.00 psf Snow Exposure Category (Factor): 1 Fully xpbsed (0.90) Snow Importance: 1.000 Thermal Category (Factor): Heated (1.00) - f'c: 3000 psi WIND LOAD The 'Low Rise' Method is Used Wind Speed: 90.00 mph, Wind Exposure: C Basic Wind Pressure: 17.99 psf Wind Importance Factor: 1.000, Topographic Factor: 1.0000 Wind Enclosure: Enclosed, 0.180 Note: All windows, doors, skylights and other covered openings must be designed for the specified above wind loads EARTHQUAKE DESIGN DATA Lateral Force Resisting Systems using Equivalent Force Procedure Mapped Spectral Response - Ss:34.30 %g, S1:7.30 %g Seismic Design Category: C (See Bolt Tightening Note Above) Seismic Snow Load: 0.00 psf Seismic Importance: 1.000 Soil Profile Type: Stiff soil (D, 4) Design Spectral Response - Sds: 0.3489, Sd1: 0.1168 Ordinary Steel Moment Frames Frame Redundancy Factor:1.0000 Framing R -Factor: 3.0000, Frame Seismic Factor (Cs): 0.0791, Design Base Shear = 0.0791 W Ordinary Steel Concentric Braced Frames Brace Redundancy Factor:1.0000 Bracing R -Factor: 3.0000, Brace Seismic Factor (Cs): 0.1163, Design Base Shear = 0.1163 W 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. 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 ACCORDANCE 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. iArAlii? .4s ACCREDITED AC472 COVER SHEET BUILDER Tectonic Management Group, Inc. CUSTOMER Atlantic Aviation Services LOCATION Rifle, Colorado PROJECT Rifle Aviation BUILDERS PO# ---\1/P VP BUILDINGS VARCO PRUDEN VPC VERSION: 2015.1a JOBNO 15-007403-01 DATE 8/17/15 DRAWN/CHECK John K. PAGE 1 8/17/2015 7:32:43 FILENAME 15-007403-01 Rifle Hangar AS DESIGNED FOR AP R , . 0pe Buildings North America, Inc. g wt) BUILDER/CONTRACTOR RESPONSIBILITIES VP Buildings follows the guidelines as outlined in the AISC and MBMA Codes of Standard Practice. VP Buildings standard product specifications, design, fabrication, quality criteria shall govern all work unless stipulated otherwise in the contract documents. In case of discrepancies between VP Buildings structural plans and plans for other trades, VP Buildings 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 Buildings 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 A/E firm are responsible for the overall project coordination, including coordination with appropriate inspection and testing agencies. All interface and/or compatibility of any materials not furnished by 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. As erected field assemblies of members shall be as specified in MBMA Code of Standard Practice (in Canada - CSA S16), which require L/500 tolerance of installed members. Occasional field work including shimming, cutting, coping, and drilling for final fit -up are considered part of erection. Specified field work and field welding conditions indicated on these drawings shall also be included in the erectors scope of work. See Erection Guide for shimming procedure. For building with top riding bridge cranes see Crane Data drawing for column plumb tolerance. The building erector shall be properly licensed and experienced in erecting metal building systems. The Builder is responsible for having knowledge of, and shall comply with, all OSHA requirements and all other governing site safety criteria. The builder is responsible for designing, supplying, locating and installing temporary supports and bracing during erection of the building. VP bracing is designed for code required loads after building completion and shall not be considered as adequate erection bracing. See Erection Guide. EXISTING STRUCTURES VP must be advised of any existing structure that is within 20 ft. of VP's building. Loadings of both buildings may be affected when adjacent buildings are within this distance. VP cannot be responsible for the design or loading of existing buildings. BRACING Tension brace rods work in pairs to balance forces caused by initial tensioning. Care must be taken while tightening brace rods so as not to cause accidental or misalignment of components. All rods must be installed loose and then tightened. Rods should not exhibit excessive sag. For long or heavy rods, or angles it may be necessary to support the rods at mid -bay by suspending them from secondary members. Bracing for seismic or wind loading of objects or equipment that are not a part of the 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. FIELD WELDING All field welding shall be done at the direction of a design professional, and done in accordance with governing requirements (AWS in USA, CWB in Canada) by welders qualified to perform the welding as directed by the applicable welding procedure specification (WPS). A WPS shall be prepared by the contractor for each welding variation -specified: -The -contractor is responsible for any special welding inspection as required by local jurisdiction. Filler metal shall be 70 ksi (480 MPa) tensile strength. For welds in high seismic force resisting system (Seismic Cat D, E or F), minimum Charpy V -Notch toughness shall meet AISC-341 criteria (20 ft -lbs min @ ODeg F). Interpass temperatures shall not exceed 550Deg F (300Deg C). DELIVERIES It is the responsibility of the builder to have adequate equipment available at the job site to unload trucks in a safe and timely manner. The Builder will be responsible for all retention charges from carriers as a result of job site unloading delays. Claims for damage or shorts MUST be noted on the Bill -of -Lading or delivery receipt and filed against the carrier by the consignee as per VP's Terms of Sales (F.O.B. Plant) under the Uniform Commercial Code. It is critical that damages or shorts be noted on the Bill -of -Lading or you have little recourse with the carrier. Immediately upon delivery of material, material quantities are verified by the Builder against quantities billed on the shipping document. Neither the Manufacturer nor the carrier is responsible for material shortages against quantities billed on the shipping document if such shortages are not noted on the shipping documents upon delivery of material and acknowledged by the carriers agent. For materials concealed in bundles, boxes, or crates, shortages must be reported immediately upon unpacking. Should products get wet, bundled and crated materials must be unpacked and unbundled immediately to provide drainage of trapped moisture. See Erection Guide for proper job site storage procedure. SEALANTS Sealants shall be applied in strict accordance with VP details or weather tightness will be compromised. Sealant must be applied in temperatures and weather conditions consistent with labeling. INDEPENDENT MEZZANINES Independent mezzanines must be designed by a professional engineer. The engineer must ensure that proper isolation from the VP building has been provided to avoid structural damage due to differential movements, or inadvertently apply loads to the VP structure. VP accepts no responsibility for the design of the independent mezzanine. FIRE CODE COMPLIANCE It is the responsibility of the project design professional and builder to comply with local fire code regulations including consideration of, but not limited to, building use and occupancy, all building construction materials, separation requirements, egress requirements, fire protection systems, etc. Builder shall advise VP of any special requirements to be furnished by VP. FIELD MODIFICATIONS Modifications to this building from details and instructions contained on these drawings must be approved in writing by VP Buildings 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 accepts no responsibility for the consequences of any unauthorized additions, alterations, or added loads to this structure. If the builder intends to invoice VP Buildings for modifications in excess of $1000, The builder must notify VP Buildings immediately, and obtain a Work Authorization from VP Buildings prior to proceeding. All final claims must be submitted to VP Buildings with all supporting documentation within 30 days of the building completion. Claims submitted without work authorizations, or after 30 days will not be accepted. Correction of minor misfits, shimming and plumbing, moderate amount of reaming, drilling, chipping / cutting and minor welding are considered by Code of Standard Practice to be part of erection are not subject to claim reimbursement. CONCRETE/MASONRY/CONVENTIONAL STUD WALLS The engineer responsible for the design of the wall system is responsible for coordinating with, or specifying to VP Buildings, any wall to steel compatibility issues such as drift and deflection compatibility, special base details, and wall to VP steel connections. All fasteners, sealant and counter flashing of wall systems are to be provided by contractor. The engineer responsible for the wall shall design the anchorage to VP supporting elements consistent with Code required forces. PANELS Oil canning is an inherent characteristic of cold formed steel panels. It is the result of several factors that include induced stresses in the raw material delivered to 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 Standing Seam panels. Roof rumble noise may be minimized by providing a layer of blanket insulation between the panels and any hard support surface such as steel secondary members, substrates such as plywood, steel decking, or rigid board insulation. A minimum of 3 inch thick blanket is recommended over steel secondary members, or 2 inch over substrates. Oil canning, dimpling, and roof rumble do not affect the structural integrity or weather tightness of the panels and is not grounds for rejection of panels. The Standing Seam joint detail is designed with an interlocking feature for ease of installation. However, it is imperative that installed Standing Seam panels be secured to the secondary structural members and properly seamed prior to departure from the job site each day. 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. 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. SKYLIGHTS Local building departments may require added fall restraint due to conditions that may affect the skylight structural integrity. It is the responsibility of the builder to determine and provide any added fall restraint under the skylight as may be required by your building department. RAIN WATER RUNOFF Drainage systems must be designed by the project professional to comply with code requirements. VP is not responsible for drainage designs, overflow scuppers, down piping, etc. The project professional and contractor are responsible to ensure that primary drains and overflow devices such as scuppers and auxiliary drains are provided as required for the required rain intensity at the building perimeter and at valley conditions to prevent ponding. STEEL SHOP COAT The purpose of VP's shop coat is to provide protection for the steel members during transportation, during temporary job site storage and during erection. Standard shop formulation is not designed to perform as a finish coat when exposed to environmental conditions. Members shall be kept free of the ground and properly drained during job site storage. It is the Builder's responsibility to ensure that if a finish coat is being applied over VP shop coat that the painting contractor verifies compatibility between his finish coat and VP's shop coat. VP BUILDINGS ACCREDITATIONS AND APPROVALS Fabricator Approvals IAS AC472 Approvals: (www.iasonline.org/Metal_Building_Systems/MB.html) Listed under BlueScope Buildings North America, Inc. City of Los Angeles, CA #FB00031; City of Houston, TX 767 & 429; City of Phoenix, AZ C19-02008; Clark County 43 & 833 Design Approvals IAS AC472 Approvals: (www.iasonline.org/Metal_Building_Systems/MB.html) Listed under Varco Pruden Buildings, a Division of BlueScope Buildings North America, Inc. Canadian CSA A660 Certifications (http:/eng.cwbgroup.org/Certification/Pages/CertifiedCompanySearch.aspx) Listed under BlueScope Buildings North America, Inc. Engineering Certifications of Authorization USA--AR#576; FL#30427; ID#C-2470; IL#184-002649; KS#E-29; MS#E-0592; MO#E-2010007736; NC#F-0998; OK#CA4170PE; SD#C-1787; TX#F4828; WV#C03059-00; CAN--AB#P08900; NS#30123; ON#100148796; and YT#PP134 ICC Evaluation Reports (www.icc-es.org) SSR Roof System - #ESR -2527 State of Florida Product Approvals (www.floridabuilding.org) Approved Products Listed Under VP Buildings, Inc. VP TextureClad - See Transamerican Structuroc, Inc. Dade Co. Product Approval (www.miamidade.gov/buildingcode) Approved Products Listed Under Varco Pruden Buildings, Inc. VP TextureClad - See Transamerican Structuroc, Inc. Underwriter's Laboratory Approvals (Available only when specified in contract) 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 II Roof Class 90-UL#TGKX-90, -180, -435, -435A, -176, -238, -238A, -238B Factory Mutual Approved Assemblies (Available only when specified in contract) SSR Roof Systems are approved in various type applications and listed in FM Approval Guide. 24 Ga SSR (0.0227" Nominal), is available in Class 1-60, 1-75, 1-90. 22Ga SSR (0.0277" Nominal), is available in Class 1-75, 1-90-, 1-120. SLR II Roof Systems are approved in various type applications and listed in FM Approval Guide. 24 Ga SLR II (0.0227" Nominal), is available in Class 1-75 and 1-120. VP Buildings 3200 Players Club Circle Memphis TN 38125 FOR APPROVAL- NOT FOR CONSTRUCTION ERECTION NOTES REV DATE BY DESCRIPTION THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUILDER Tectonic Management Group, Inc. CUSTOMER Atlantic Aviation Services LOCATION Rifle, Colorado PROJECT Rifle Aviation NTS BUILDERS PO# --\XP BUILDINGS VARCO PRUDEN A BlueScope Steel Company VPC VERSION: 2015.1a JOBNO 15-007403-01 DATE 8/17/15 DRAWN/CHECK John K. 8/17/2015 7:32:44 PAGE 2 FILENAME: 15-007403-01 Rifle Hangar AS DESIGNED poibrAppittevoitsNorth America, Inc. 13 12 11 10 9 8 7 6 5 4 3 2 1 7'-0 3/4" 4'-6" 8'-6" 7'-11 3/4" 2'-6 3/4" 4'-8 1/2" 3'-8 1/2" 10'-0" J=8.50 1'-11 3/4" 3'-4 1/2" J=8.50 1'-7 3/4" 4'-10" 1'-3" Dimension Key Q Q Q Q Q Q 190'-7" < * > • < * > < * > 0 25'-0" N N • 0 0 <*> 12'-0" J=8.50 N A i r-4 <*> < * > ;D7 D8 D8 D8 D8 D8 D8 D7 T f-- 30'-0" 23'-0 3/4" } 26'-0" 29'-0" 17'-7 3/4" ®- 10 } j1 29'-0" 1' 29'-0" 200'-0" 29'-0" f 28'-0" ANCHOR ROD PLAN Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) r. 0 12'-0" J=8.50 N N N <*> FOR APPROVAL- NOT FOR CONSTRUCTION <*> THE BUILDING IS DESIGNED WITH BRACING DIAGONALS IN THE DESIGNATED BAYS. COLUMN BASE REACTIONS, BASE PLATES AND ANCHOR RODS ARE AFFECTED BY THIS BRACING AND DIAGONALS MAY NOT BE RELOCATED WITHOUT CONSULTING THE BUILDING SUPPLIERS ENGINEER. THE 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. 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 3200 Players Club Circle Memphis TN 38125 ANCHOR ROD PLAN REV DATE BY DESCRIPTION BUILDER Tectonic Management Group, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. CUSTOMER Atlantic Aviation Services LOCATION Rifle, Colorado PROJECT Rifle Aviation NTS 8/17/2015 8:02:17 BUILDERS PO# ---\7/P BUILDINGS VARCO PRUDEN A BlueScope Steel Company VPC VERSION: 2015.1a JOBNO 15-007403-01 DATE 8/17/15 DRAWN/CHECK John K. PAGE 3 FILENAME: 15-007403-01 Rifle Hangar AS DESIGNED FOR"AP1 RV VALS North America, Inc. DIM B I- z w J WIDTH T GAGE E, D1 (4)3/4" Dia. GR36 A.Rods Plate W=8" L=1'-1" Dim: A=1'-0" B=1'-0" Gage=5" Pitch=5" Edge Out=4" Elev.=100'-2" 1'-0" 305mm 4" 5" \ \ \ 102mm 127mm N E E co N 1'-0" 305mm 4" 5" \ \ \ 102mm 127mm E E 0 CN E D2 (4)3/4" Dia. GR36 A.Rods Plate W=9" L=1'-1" Elev.=100'-2" 0 E U) 0 Dim. B 0 z w J E N 0 E in E \ N R WIDTH 2 1/2" 1,2 1/2" 64mm 64mm D10 (4)3/4" Dia. GR36 A.Rods Plate W=8" L=1'-1" Dim: A=-1'-4 1/2" E1ev.=100'-2" D11 (4)3/4" Dia. GR36 A.Rods Plate W=8" L=1'-1" Dim: B=1'-3" Elev.=100'-2" D3 (4)3/4" Dia. GR36 A.Rods Plate W=8" L=1'-1" Elev.=100'-2" z w —J — 4" 102mm) PROJECTION L HARDENED WASHER BOTTOM OF COLUMN BASE PLATE ELEV. —TOP OF FOUNDATION — CONSIDER ANY SPACE BETWEEN THE FOUNDATION AND COLUMN BASE IN ANCHOR ROD LENGTH REQUIREMENT THE 4" PROJECTION ABOVE THE BOTTOM OF THE BASE PLATE IS A SUGGESTED MINIMUM TO ENSURE ADEQUATE ANCHOR ROD LENGTH. A DIFFERENT PROJECTION MAY BE REQUIRED BY THE FOUNDATION DESIGNER. THE ANCHOR ROD PROJECTION MAY NEED TO BE CUT OFF IF THERE IS INTERFERENCE WITH OTHER PARTS. SUGGESTED ANCHOR ROD PROJECTION 0 0 w J WIDTH GAGE 1, D4 (6)2" Dia. GR36 A.Rods Plate W=1'-5" L=2'-1" Dim: A=1'-0 1/2" Gage=8" Pitch=8" Edge Out=4 1/2" Elev.=100'-2" w PITCH I PITCH 1/2" (13mm) DIAMETER CONCRETE ANCHORS (BY OTHERS) JAMB 1 1/4" w E (I SEE PLAN -: OPENING WIDTHy 1 1/4" 32mm 32mm NOTE: 1" (25mm) PROJECTION ABOVE BOTTOM OF JAMB CLIP SEE PLAN FOR JAMB SIZES : J = SIZE JAMB 'EQ.' VALUES: 7 EQ = 2" 51mm, 8.5 EQ = 2 3/4" 70mm 10 EQ = 3 1/2" 89mm, 11.5 EQ = 4 1/4" 108mm RAVED OPE\I\G DETAIL 0 z w J WIDTH GAGE 1, D5 (6)2" Dia. GR36 A.Rods Plate W=1'-4" L=4'-1" Dim: A=1'-0 1/2" Gage=8" Pitch=8" Edge Out=4 1/2" Elev.=100'-2" 0 w 0 'X'.4 3/4' w/ 7' JAMBS 'X'-5 1/4" w/ 8 1/2" JAMBS 'X'-5 3/4' w/ 10" JAMBS 'X'-7 1/4" w/ 11 1/2" JAMBS Opening Width + 'X' 30 1/2" Framed Opening 'X'-8 3/4" w/ 7" JAMBS 'X'-9 1/4" w/ 8 1/2" JAMBS "1-1'X'.'9 3/4" w/ 10" JAMBS 'X'-11 1/4' w/ 11 1/2" JAMBS, Opening Width + 'X' Walk Door w/ Sub Frame L. Opening Width + 4 1/2" Walk Door w/o Sub Frame FRAMED OPE\I\G AT 0 DIM B (0 Z w J WIDTH 1, GAGE D6 (6)1 1/2" Dia. GR36 A.Rods Plate W=1'-1" L=4'-1" Dim: A=1'-0" B=1'-3" Gage=6" Pitch=6" Edge Out=4" Elev.=100'-2" 100'-0" ELEV. VASO\RY VARIES 0 w 0 t_- 33" BOTTOM OF COLUMN BASE PLATE m 0 0 i PITCH DIM. A LENGTH 2 _0 D7 (4)3/4" Dia. GR36 A.Rods Plate W=8" L=1'-1" Elev.=100'-2" 1. ANCHOR RODS, NUTS, HARDENED WASHERS AND ANY OTHER EMBEDDED ITEMS ARE TO BE FURNISHED BY CONTRACTOR. 2. ANCHOR ROD DIAMETERS WERE DETERMINED BY ALLOWABLE SHEAR AND TENSION PER AISC SPECIFICATIONS (FY=36KS1). (ASTM F1554 GRADE 36) ANCHOR ROD LENGTH, EFFECTS OF EMBEDDED ANCHOR ROD EDGE DIMENSIONS AND METHOD OO' -2" ELEV JOF TRANSFERRING ARE ITO BEERDETERMIINEDABYHOOTNCR ER SD. TO 3. UNLESS OTHERWISE SPECIFIED, ANCHOR RODS ARE DESIGNED AND DETAILED AS 'CAST—IN—PLACE" ANCHOR RODS WITH "SNUG TIGHT" CONNECTION 5. 4. FOUNDATION MUST BE LEVEL, SQUARE AND SMOOTH. ANCHOR RODS MUST BE ACCURATELY PLACED AS SHOWN ON THIS DRAWING OR STEEL WILL NOT FIT. THE BUILDER IS RESPONSIBLE FOR ACCURATE SETTING OF ANCHOR RODS PER AISC CODE OF STANDARD PRACTICE, SEC 7.5 VARIATIONS ARE SUMMARIZED BELOW; a. CENTERS OF ANY TWO AR'S WITHIN A COLUMN BASE GROUP; +-1/8" b. CENTERS OF ADJACENT AR GROUPS; +-1/4" c. TOPS OF AR'S; +-1/2" d. ACCUMULATED DIM BETWEEN CENTERS OF AR GROUPS ALONG COLUMN LINE; +-1/4" PER 1 DOFT., NOT TO EXCEED 1" TOTAL. e. DIM FROM CENTER OF ANY AR GROUP FROM COLUMN LINE; +-1/4" 5. DESIGN LOADS AND REACTIONS ARE FURNISHED IN THE REACTIONS REPORT. ,ter;:, 5, .,g`ig,- STD = 1/2" FLUSH = 0" N— GROUT AND 13mm LEVELING PLATE Omm (BY BUILDER) -YPICAL COLUV\ SASE PATE DETAIL D8 (4)3/4" Dia. GR36 A.Rods Plate W=8" L=1'-1" Elev.=100'-2" D9 (4)3/4" Dia. GR36 A.Rods Plate W=8" L=1'-1" Dim: A=11 1/2" B=1'-1" Gage=5" Pitch=5" Edge Out=4" Elev.=100'-2" FOR APPROVAL- NOT 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 PERFORMANCE 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 3200 Players Club Circle Memphis TN 38125 ANCHOR ROD PLAN - DETAILS REV DATE BY DESCRIPTION BUILDER THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. Tectonic Management Group, Inc. CUSTOMER Atlantic Aviation Services LOCATION Rifle, Colorado PROJECT Rifle Aviation NTS BUILDERS PO# �u VP BUILDINGS VARCO PRUDEN A BIcope Steel C VPC VERSION: 2015.1a JOBNO 15 007403-01 DATE 8/17/15 DRAWN/CHECK John K. 8/17/2015 7:32:47 PAGE 4 FILENAME: 15-007403-01 Rifle Hangar AS DESIGNED FORn/31pp oea ohms North America, Inc. Bracing Part Schedule Part Qty Length 03RS3107 12 31'-7" 03RS3102 6 31'-2" 04RS3102 24 31'-2" 05RS3102 24 31'-2" 06RS3102 36 31'-2" 07RS3006 12 30'-6" 03RS3001 12 30'-1" 04RS3209 2 32'-9" 05RS3205 2 32'-5" 03RS2104 2 21'-4" 04RS1910 2 19'-10" 2 1'-0" 1 1'-3" Dimension Key Detail BRO2H1 BRO2H1 BRO2H1 BRO2H1,BRO2J1 BRO2H1 BRO2H1 BRO2H1 BRO2H1 BRO2H1,BRO2J1 BRO2H1 BRO2H1 CX012CX014 O O U co O O U O O U O O U N 0 0 X U (P' 200'-0" 0 X O4 RBX042--- - - - - - - - - - - - -----RBX041----- RBX036-- RBX030-- - --RBX040------ - --RBX034 ---- ---RBX039------- ---RBX033------- ----RBX038 ----RBX032---- —+--RBX037 - 0 1-1 N RBX031 } RBX016--- --'�-�----RBX022(-i---- :()CRBX016-f�----.t. RBX022(-)(1 RBX015 - + •- - RBX014 -RBX007 l0 O O X -1-RBX006 --- RBX013•+ - --- \- RBX012 O O X ---I--RBX005--- cp O O X a ----RBX004---- M O O X a -RBX003 0 0 X -I--RBX002--- -RBX016 RBX008-j- O O X a -I ------RBX001-- i 0 N 0 U H 25'-0" -----RBX053--- RBX052,- ---RBX051---- (V) O X - -RBX044- - -RBX045-- N • O m - -CX023-RBX054---CX024 ----H1 2 CX015 CX016 29'-0" F 26'-0" E CX017 CX018 CX018 29'-0" 29'-0" 29'-0" PRIMARY AND ROOF BRACING PLAN Shape Name = Atlantic Hangar, Shape = Office, Shape = Storage E CX018 29'-0" CX016 27'-0" 2 N O O U O O U CX015 rn N rn N r. rn N N N 0 X U O O 0 0 O m FOR APPROVAL- NOT FOR CONSTRUCTION 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. THE 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. 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 3200 Players Club Circle Memphis TN 38125 PRIMARY AND ROOF BRACING PLAN REV DATE BY DESCRIPTION BUILDER Tectonic Management Group, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. CUSTOMER Atlantic Aviation Services LOCATION Rifle, Colorado PROJECT Rifle Aviation NTS BUILDERS PO# —\//P BUILDINGS VARCO PRUDEN A BlueScope Steel Company VPC VERSION: 2015.1a JOBNO 15-007403-01 DATE 8/17/15 DRAWN/CHECK John K. PAGE 5 8/17/2015 7:32:48 FILENAME: 15-007403-01 Rifle Hangar AS DESIGNED 1-VI'[nAPPR {Fcjirs North America, Inc. Use 3" x 3" x 1/41 angfe j(1) Location - No FB clips Use FBLC2w/washersl tA'r"'Y . .v i 4.F ,y u..,.y+ tr HFhF...rPtRYVEW4. se 4" x [(8) 4" 114" angle 4,10 Locations- Na FB clips [Typical Frame. Lines 9 - 111 llooloomwmporommftstwi ... ; and4. Note: ro.ens-sg-.m... KMA/WBBC1 clips. not allowedon any Rigid [Frame in Main Hangar buiiding mik;it-r _1""7," .. Y ; .► :tea ',�,� I1�� .'� �. -�. :�;: � "' For Flange solution as For Flange to the right. r�. JJ1 i a t�A Braces between Grids 3 & 4 use same for Frames at Grids 4, T 8, and 9.1 Brace beteen Grids 2 & 3 use the detail 21y" e7. !AAA Devor(2 FiAr446 elftvite.e.4 Am\ • FOR APPROVAL- NOT 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 PERFORMANCE 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 3200 Players Club Circle Memphis TN 38125 DESIGN DETAILS REV DATE BY DESCRIPTION BUILDER Tectonic Management Group, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. CUSTOMER Atlantic Aviation Services LOCATION Rifle, Colorado PROJECT Rifle Aviation NTS BUILDERS PO# —\//P BUILDINGS VARCO PRUDEN A BlueScope Steel Company VPC VERSION: 2015.1a JOBNO 15-007403-01 DATE 8/17/15 DRAWN/CHECK John K. PAGE 6 8/17/2015 13:34:52 FILENAME: 15-007403-01 Rifle Hangar AS DESIGNED FMnApp1[V V AL8 North America, Inc. O 6" Sprinkler Line - 32 Ib /ft (4) Radiant Heaters - 300 Ib - 32 ft long (2) Fans - 400 Ib: ea (7) Furnaces - 400 lbs ea. - T-0" x 3'-0" Note: Sprinkler Line attachment points are 5-01" o.c. [Note: Fans to attach to rafters_ Very roof loads and. Jti 7,1_,• ()coons on drawin s. Confirrns s' Roof Loads rinkler line is 32 lb/ft. 7,21 sod -511() )#0 PL Detail A -A Beam Connecton Detail Connection at Ex. Col. Similar Fall Protection - 13 Lines spaced at 15'-4J _5` -CI o.c. Typ. w_.r.wvKL1bV:.J1,1.,kYiWtiN�W.F.��at.fn 15'-Cw p . c. Typ. i i-• 1r • Si 1 • JIMinlade q�YYNJWY0WiX16l•1i0YF10ft� i'. • 1 Enid, Anchorage Lad. Grklline 4 • X.:.4 11X 1 �. 5 am d. Rift :r Rf'. 1.11 Fall Protection Loading Diagram 100T-1 1/16" 0.500:12 19 @ 5 ' - 0 ," ...— -w'--= Bypass GrldlIno '7 • Bypass Grldtine 8 :1. 41:+::'Ff ff---Beam CL .at End Post 32' 6" I t/ 10."1 0" x1/2" x 3/16" x 10" Fall Protection Beams Bypass Grkdl#ne a 100'.-1 1/16" 0.500:12 19 @ 5'-0" 4.4 End Anchorage Load' Grldtln1 0 12' i) Lt Beam CL at End Post - 32' - 7" ti Beare CL at. Ex. Col. - 31' - -Beam CL at End Post - 33' - 8 1/2" 28 CL 29'_0,1 CL .m1Bea.m CL at End Post - 3.2' - 6 1/2" 29' -0" CL SL 29 ' _0" 200' _Qrf CL IBeam CL at Ex. Col. - 31' - 0" [Beam CL at End Post - 33' 2 1/4" 29' - 0" } 26' _0"/ } CL CL FRAME CROSS SECTION AT FRAME LINE (S) 10 30'-0" ( 4 ( ``���01111RitEIG��/ 4L .•Z.. ( 4 i 4 37929 FOR APPROVAL- NOT FOR CONSTRUCTION Irfr 1S-7 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. 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 3200 Players Club Circle Memphis TN 38125 DESIGN DETAILS REV DATE BY DESCRIPTION BUILDER Tectonic Management Group, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. CUSTOMER Atlantic Aviation Services LOCATION Rifle, Colorado PROJECT Rifle Aviation NTS BUILDERS PO# /Li ---\//P BUILDINGS VARCO PRUDEN A BlueScope Steel Company VPC VERSION: 2015.1a JOBNO 15-007403-01 DATE 8/17/15 DRAWN/CHECK John K. PAGE 7 8/17/2015 13:34:52 FILENAME: 15-007403-01 Rifle Hangar AS DESIGNED FORnAppfunyHLS North America, Inc. +30'-6" HT- 1 PR Panels +29' -6" i• •J 1 `onn. • • 5/8"DIAMETER RODS Gage support Not By VP Closures Not By Vp •I • // • I r • 1 PR Panels Door Guides Not By VP Special Trim r • _ • s e DF - SECTION AT HANGAR DOOR HEADER 6 x 1/4 Flanges, .1345 Web 8" deep 1FDT^j +29' -6" +28'-0" vet/\Nciltt • FOR APPROVAL- NOT 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 PERFORMANCE 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 3200 Players Club Circle Memphis TN 38125 SECTION AT HANGAR DOOR HEAD REV DATE BY DESCRIPTION THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUILDER Tectonic Management Group, Inc. CUSTOMER Atlantic Aviation Services LOCATION Rifle, Colorado PROJECT Rifle Aviation NTS BUILDERS PO# 8/17/2015 13:34:52 VP BUILDINGS VARCO PRUDEN A BlueScope Steel Company VPC VERSION: 2015.1a JOBNO 15-007403-01 DATE 8/17/15 DRAWN/CHECK John K. PAGE 8 FILENAME: 15-007403-01 Rifle Hangar AS DESIGNED FORnApprumeits North America, Inc. Frame Member Schedule Part Mem Width Thick CX001 1 6.0000 .3750 2 6.0000 .2500 RBX001 3 5.0000 .2500 4 5.0000 .1875 5 5.0000 .1875 RBX002 6 5.0000 .1875 7 5.0000 .2500 8 5.0000 .2500 RBX003 9 5.0000 .2500 10 5.0000 .2500 11 5.0000 .2500 RBX004 12 5.0000 .2500 13 5.0000 .2500 RBX005 14 5.0000 .1875 15 5.0000 .1875 16 5.0000 .1875 RBX006 17 5.0000 .1875 18 5.0000 .1875 RBX007 19 5.0000 .2500 20 5.0000 .2500 CX002 21 6.0000 .3125 22 6.0000 .5000 EPX001 23 8.0000 .2500 EPX002 24 8.0000 .2500 EPX003 25 8.0000 .2500 EPX004 26 8.0000 .2500 EPX005 27 6.0000 .3750 EPX006 28 8.0000 .2500 9 40'-2" Ridge Ht. 8 3'-6 5/8" 7 1'-6 7/16" 6 1'-6" 5 0'-0" 4 3'-6" 3 5 3/4" 2 3'-6 1/4" 1 8 1/2" Dimension Key 0 Lo m 0 u) Gel WebThk. Depthl Depth2 . 1644 1'-0" 2'-4" . 1644 2'-4" 2'-4" . 1345 2'-3" 1'-9" . 1345 1'-9" 1'-9" .1345 1'-9" 10" . 1345 10" 10" . 1345 10" 1'-6" .1345 1'-6" 10" .1345 10" 10" .1345 10" 1'-1" . 1345 1'-1" 10" . 1345 10" 1'-8" . 1345 1'-8" 10" . 1345 10" 10" . 1345 10" 1'-8" . 1345 1'-8" 11" . 1345 11" 2'-0" . 1345 2'-0" 2'-0" . 1345 2'-0" 2'-0" .1644 2'-0" 2'-8" . 1644 2'-10" 2'-10" . 1644 1'-0" 2'-10" . 1644 1'-0" 1'-0" . 1875 1'-0" 1'-0" .1875 1'-0" 1'-0" . 1875 1'-0" 1'-0" . 1875 1'-0" 1'-0" . 1644 1'-0" 1'-0" O Approx.Lgth 35'-1 7/16" Approx.Weight Detail Cee Mark No 987# 33'-11 13/16" 607# 28'-10 5/8" 34'-3 3/16" 24'-8 7/16" 29'-0 1/8" 25'-6 5/8" 17'-4 5/8" 35'-0 3/8" 34'-5 1/8" 35'-10 15/16" 37'-6 3/16" 36'-11 1/8" 35'-8 1/2" 34'-3 1/8" 408# 477# 399# 384# 430# 408# 1229# 509# 531# 552# 543# 584# 507# BR25DH BR25DH BR25CJ BR25DH BR25CJ BR25DH JCP053077 JCP053077 000CRA Double JCP053077 000CRA Double JCP053077 100'-1 1/16" 0.500:12 19 @ 5'-0" GFB2056 WBBC2 GFB2081 N CO N N U MI co � 3 GFB2040 - WBBC2 GFB2050r 4 (1)JCP053077 3 (1)JCP053077 2 (1)JCP053077 1 (1)JCP053077 ()Part Key fl 0 VN 00 Nm Mm Wm X 0 0 1 GC175120 GC175120 GC175120 GC171120 O -. U V NN 00 Nm 1-4 Mm0 Wm 0 1-1 VN N U Mm i 0 - O 0 X '0 VN oU Nm Mm 44, Ilq O o- X a WBBC2 (2) GFB2006 U a 0 ON 00 Nm mm w3 RBX002 10 ON 00 Nm Mm 44,„ OBolt Connection & Plate Schedule Id Qty Grade Bolt Bolt Dia. Length A 10 A325 3/4" 2 1/2" B 4 A325 3/4" 2 1/2" C 6 A325 3/4" 2 1/2" D 16 A325 3/4" 2 1/2" E 4 A325 1/2" 1 1/2" Pitched FI Error Pitched FI Error Plate Thick. 3/8" 3/8" 3/8" 3/8" 3/8" Rows Rows PartNo Out In 3 2 0097284 1 1 0097284 1 2 0097284 4 4 0097284 1 1 49080 W N N MN 00 00 Nm N Mm ca 3 a 44m C7 _ ___0_____ N - 0 0 WBBC2 0 0 X a -r WBBC2 (2)GFB2006 (2) GFB2006 O ON o Nm W � W � RBX003 C7 a 10 W O N O 0 U o Nm M N Mm 44 W ON 0 co N as WBBC2 cn 0 O X a WBBC2 (2)GFB2006 (2)GFB2006 ri 0 a 0 ON 00 Nm Mm w3 zeal O N 0 • m w � T RBX004 '-4 U N M N 0 U N m cit N M N 00 N m M • , O 3 10 O N o U N m 44 3 c� Cr)11111P.11111,amwo 0 0 WBBC2 0 O X a w WBBC2 (2)GFB2006 (2)GFB2006 U a RBX005 0 O N 0 U N • m • 3 Ann 19 @ 5'-0" N M N o U N m as m 0 N 0 U N m Ga ,� 111R111111gs`tsro WBBC2 WBBC2 (2)GFB2006 (2)GFB2006 RBX006 N W M NV N 0 U 0 U M to M 3 WM Y 3 _ Frame Clearances. Horiz. Clearance between members 1(CX001) and 21(CX002): 193'-4 7/8" Horiz. Clearance between members 1(CX001) and 22(CX002): 193'-5" Horiz. Clearance between members 2(CX001) and 21(CX002): 193'-4 3/4" Horiz. Clearance between members 2(CX001) and 22(CX002): 193'-4 7/8" Vert. Clearance at member 2(CX001): 32'-9 3/4" Vert. Clearance at member 21(CX002): 32'-5" Vert. Clearance at member 23(EPX001): 34'-7" Vert. Clearance at member 24(EPX002): 36'-0 7/8" Vert. Clearance at member 25(EPX003): 37'-8 1/8" Vert. Clearance at member 26(EPX004): 37'-0 15/16" Vert. Clearance at member 27(EPX005): 35'-10 7/16" Vert. Clearance at member 28(EPX006): 34'-5" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) WN 00 Nm f) 0 c� 0 N N U W • m O 3 0 a ON 00 m W 1p 0 O X a w WBBC2 (2)GFB2006 RBX007 1-4N CO U 0 GC175.00 0 N GC175120 GC175120 8 un U a 17IGC17112 7GFB2050 H 100'-2" 28'-0" 100'- tl CL 29'-0" 100 - CL 29'-0" 100 - CL BL 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. THE 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. 29'-0" 200'-0" 100 - CL 29'-0" 100 - It CL 26'-0" 100' - CL 30'- GFB3070 WBBC2 GFB3076 GFB2056 WBBC2 100'-2' fl FRAME CROSS SECTION AT FRAME LINE(S) 10 SEE PAGE 7 FOR FALL PROTECTION BEAM LOCATIONS Shape Name = Atlantic Hangar Wall 4, Frame 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. VP Buildings 3200 Players Club Circle Memphis TN 38125 BL 0 un FOR APPROVAL- NOT FOR CONSTRUCTION FRAME CROSS SECTION AT FRAME LINE(S) 10 REV DATE BY DESCRIPTION BUILDER Tectonic Management Group, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. CUSTOMER Atlantic Aviation Services LOCATION Rifle, Colorado PROJECT Rifle Aviation NTS BUILDERS PO# 8/18/2015 6:12:51 v � P BUILDINGS VARCO PRUDEN A BlueScope Steel Company VPC VERSION: 2015.1 a JOBNO 15-007403-01 DATE 8/17/15 DRAWN/CHECK John K. PAGE 9 FILENAME: 15-007403-01 Rifle Hangar AS DESIGNED FORnAppRo H ns North America, Inc. Frame Member Schedule Part Mem Width Thick CX003 RBX008 RBX009 RBX010 RBX011 RBX012 RBX013 RBX014 RBX015 CX004 6 5 4 3 2 1 1 16.0000 1.2500 2 16.0000 1.5000 3 16.0000 1.5000 4 16.0000 1.2500 5 12.0000 1.0000 6 12.0000 .7500 7 12.0000 .7500 8 12.0000 1.0000 9 16.0000 1.0000 10 16.0000 1.0000 11 12.0000 1.0000 12 12.0000 .7500 13 12.0000 .7500 14 12.0000 1.0000 15 16.0000 1.2500 16 16.0000 1.5000 17 16.0000 1.5000 18 16.0000 1.2500 40'-2" Ridge Ht. 3'-6 5/8" 1'-6 7/16" 3'-6" 4'-0" 8 1/2" Dimension Key WebThk. Depthl Depth2 . 3125 2'-0" 5'-0" . 3750 5'-0" 5'-0" .5000 4'-4" 3'-9" . 5000 3'-9" 3'-9" . 3125 3'-9" 3'-4" . 1875 3'-4" 3'-4" .3125 3'-4" 4'-4" . 3125 4'-4" 5'-0" . 3750 5'-0" 5'-0" . 3750 5'-0" 5'-0" . 3125 5'-0" 4'-4" . 3125 4'-4" 3'-4" .1875 3'-4" 3'-4" . 3125 3'-4" 3'-9" . 5000 3'-9" 3'-9" . 5000 3'-9" 4'-4" . 3750 5'-0" 5'-0" . 3125 2'-0" 5'-0" Approx.Lgth 30'-11" 25'-0 13/16" 20'-0" 20'-0" Approx.Weight 6389# 6868# 2400# 2831# 35'-0" 6966# 35'-0" 6966# 20'-0 1/8" 2809# 20'-0 1/16" 2382# 25'-0 13/16" 6868# 30'-10 13/16" 6388# 100'-1 1/16" 0.500:12 19 @ 5'-0" (2)HFB5101 (2)HFB5016 (2 i i i i Rgx008 c O 100'-2" w 0 0 0 RBX009 N w as °Bolt Connection & Plate Schedule Id Qty Grade Bolt Dia. A 18 A490 1 1/4" B 16 A325 1" C 18 A325 3/4" D 14 A325 1" E 16 A325 1 1/8" F 20 A325 3/4" Bolt Length 4 1/2" 3 1/2" 2 1/2" 3 1/2" 4" 2 1/2" Plate Thick. 1 1/2" 1" 3/4" 1" 1" 5/8" Rows Out 4 4 2 2 1 3 Rows In 2 2 4 3 4 4 0 rn 0 u-) In 0 w 0 a4 u-0 0 W RBX010 RBX011 0 1/40PD PartNo 49450 0097288 0097284 0097288 0097289 0097284 4 0 as 0 r RBX012 0 r r-4 0 1O CID SEE PAGE 6 FOR FLANGE BRACE INFORMATION BL 200'-0" 100'-1 1/16" 0.500:12 0 rn 0 0 x 19 @ 5'-0" 0 0 RBX013 RBX014 N 0 co 0 0 N uq Frame Clearances Horiz. Clearance between members 1(CX003) and 17(CX004): 188'-7" Horiz. Clearance between members 1(CX003) and 18(CX004): 188'-7" Horiz. Clearance between members 2(CX003) and 17(CX004): 188'-7" Horiz. Clearance between members 2(CX003) and 18(CX004): 188'-7" Vert. Clearance at member 2(CX003): 31'-0 13/16" Vert. Clearance at member 17(CX004): 31'-0 13/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 1 c 5 RBX015 0 0 U 100'-2" 1 FRAME CROSS SECTION AT FRAME LINE(S) 9 Shape Name = Atlantic Hangar Wall 4, Frame 2 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. THE 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. 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 3200 Players Club Circle Memphis TN 38125 0) 0) (2)HFB5101 (2)HFB5016 BL 0 0) 0) FOR APPROVAL- NOT FOR CONSTRUCTION FRAME CROSS SECTION AT FRAME LINE(S) 9 REV DATE BY DESCRIPTION BUILDER Tectonic Management Group, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. CUSTOMER Atlantic Aviation Services Rifle, Colorado Rifle Aviation LOCATION PROJECT NTS BUILDERS PO# 8/17/2015 7:32:51 VP BUILDINGS VARCO PRUDEN A BlueScope Steel Company VPC VERSION: 2015.1a JOBNO 15-007403-01 DATE 8/17/15 DRAWN/CHECK John K. PAGE 10 FILENAME: 15-007403-01 Rifle Hangar AS DESIGNED FMnP PPR V LJ North America, Inc. Frame Member Schedule Part CX005 RBX016 RBX017 RBX018 RBX019 RBX020 RBX021 RBX022 RBX016 CX006 6 5 4 3 2 1 Mem 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 Width Thick 16.0000 1.2500 16.0000 1.5000 16.0000 1.5000 16.0000 1.2500 12.0000 1.0000 12.0000 .7500 12.0000 12.0000 16.0000 16.0000 12.0000 12.0000 12.0000 12.0000 16.0000 16.0000 16.0000 16.0000 40'-2" Ridge Ht. 3'-6 5/8" 1'-6 7/16" 3'-6" 4'-0" 8 1/2" Dimension Key . 7500 1.0000 1.0000 1.0000 1.0000 . 7500 . 7500 1.0000 1.2500 1.5000 1.5000 1.2500 WebThk . 3125 .3750 . 5000 . 5000 .3125 .1875 . 3125 .3125 .3750 . 3750 .3125 . 3125 . 1875 . 3125 . 5000 . 5000 . 3750 . 3125 . Depthl 2'-0" 5'-0" 4'-4" 3'-9" 3'-9" 3'-4" 3'-4" 4'-4" 5'-0" 5'-0" 5'-0" 4'-4" 3'-4" 3'-4" 3'-9" 3'-9" 5'-0" 2'-0" Depth2 5'-0" 5'-0" 3'-9" 3'-9" 3'-4" 3'-4" 4'-4" 5'-0" 5'-0" 5'-0" 4'-4" 3'-4" 3'-4" 3'-9" 3'-9" 4'-4" 5'-0" 5'-0" Approx.Lgth 30'-11" 25'-0 13/16" 20'-0" 20'-0" Approx.Weight 6394# 6873# 2400# 2831# 35'-0" 6966# 35'-0" 6966# 20'-0 1/8" 2809# 20'-0 1/16" 2382# 25'-0 13/16" 6873# 30'-10 13/16" 6394# 100'-1 1/16" 0.500:12 (2) HFB5101 (2)HFB5016 -1 w w x - w RBX017 .2 --- ---- 18 011111111/>01611•11111M111.1RBx018 BX 19 @ 5'-0" °Bolt Connection & Plate Schedule Id Qty Grade Bolt Bolt Plate Rows Rows PartNo Dia. Length Thick. Out In A 18 A490 1 1/4" 4 1/2" 1 1/2" 4 2 49450 B 16 A325 1" 3 1/2" 1" 4 2 0097288 C 18 A325 3/4" 2 1/2" 3/4" 2 4 0097284 D 14 A325 1" 3 1/2" 1" 2 3 0097288 E 16 A325 1 1/8" 4" 1" 1 4 0097289 F 20 A325 3/4" 2 1/2" 5/8" 3 4 0097284 rn 0 u) 0 0 0 RBX019 V) 0 0 0 W 0 0 GG 0 0 cq W W 0 0 100'-1 1/16" 0.500:12 19 @ 5' - Frame Clearances Horiz. Clearance between members 1(CX005) and 17(CX006): 188'-7" Horiz. Clearance between members 1(CX005) and 18(CX006): 188'-7" Horiz. Clearance between members 2(CX005) and 17(CX006): 188'-7" Horiz. Clearance between members 2(CX005) and 18(CX006): 188'-7" Vert. Clearance at member 2(CX005): 31'-0 13/16" Vert. Clearance at member 17(CX006): 31'-0 13/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 0 O I 00 1111111111111111 IMIIIIIIIMM11 SEE PAGE 6 FOR FLANGE BRACE INFORMATION RBX021 RBX022 RBX016 (2)HFS4116 0 0 P:1 w N 0 0 U .7i 11 100'-2" BL 200'-0" 100'-2" FRAME CROSS SECTION AT FRAME LINE(S) 8 Shape Name = Atlantic Hangar Wall 4, Frame 3 nattaligliN 37929 (2) HFB5101 (2)HFB5016 BL 0 FOR APPROVAL- NOT FOR CONSTRUCTION 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. THE 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. 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 3200 Players Club Circle Memphis TN 38125 FRAME CROSS SECTION AT FRAME LINE(S) 8 REV DATE BY DESCRIPTION BUILDER Tectonic Management Group, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. CUSTOMER Atlantic Aviation Services LOCATION Rifle, Colorado PROJECT Rifle Aviation NTS BUILDERS PO# -----\//P BUILDINGS VARCO PRUDEN A BlueScope Steel Company 8/17/2015 7:32:53 VPC VERSIONS 42015.1 a FILENAME: 15-007403-01 Rifle Hangar AS DESIGNED "/OM:1V M North America, Inc. JOBNO 15-007403-01 DATE 8/17/15 DRAWN/CHECK John K. PAGE 11 Frame Member Schedule Part Mem Width Thick CX007 1 16.0000 1.2500 2 16.0000 1.5000 RBX016 3 16.0000 1.5000 4 16.0000 1.2500 RBX017 5 12.0000 1.0000 6 12.0000 .7500 RBX018 7 12.0000 .7500 8 12.0000 1.0000 RBX019 9 16.0000 1.0000 RBX020 10 16.0000 1.0000 RBX021 11 12.0000 1.0000 12 12.0000 .7500 RBX022 13 12.0000 .7500 14 12.0000 1.0000 RBX016 15 16.0000 1.2500 16 16.0000 1.5000 CX008 17 16.0000 1.5000 18 16.0000 1.2500 0 8 40'-2" Ridge Ht. 7 3'-6 5/8" 6 1'-6 7/16" 5 11" 4 4'-1" 3 3'-6" 2 4'-0" 1 8 1/2" Dimension Key WebThk. . 3125 . 3750 . 5000 .5000 . 3125 . 1875 . 3125 . 3125 . 3750 .3750 .3125 . 3125 . 1875 . 3125 . 5000 . 5000 . 3750 . 3125 Depthl Depth2 2'-0" 5'-0" 5'-0" 5'-0" 4'-4" 3'-9" 3'-9" 3'-9" 3'-9" 3'-4" 3'-4" 3'-4" 3'-4" 4'-4" 4'-4" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 4'-4" 4'-4" 3'-4" 3'-4" 3'-4" 3'-4" 3'-9" 3'-9" 3'-9" 3'-9" 4'-4" 5'-0" 5'-0" 2'-0" 5'-0" Approx.Lgth 30'-11" 25'-0 13/16" 20'-0" 20'-0" 35'-0" 35'-0" 20'-0 1/8" Approx.Weight 6402# 6873# 2400# 2831# 6966# 6966# 2809# 20'-0 1/16" 2382# 25'-0 13/16" 6873# 30'-10 13/16" 6401# 100'-1 1/16" 0.500:12 (2)HFB5101 (2) HFB5016 (2) HFB5016 RBX016 (2)HFB4116 19 @ 5'-0" °Bolt Connection & Plate Schedule Id Qty Grade Bolt Dia. A 18 A490 1 1/4" B 16 A325 1" C 18 A325 3/4" D 14 A325 1" E 16 A325 1 1/8" F 20 A325 3/4" Bolt Length 4 1/2" 3 1/2" 2 1/2" 3 1/2" 4" 2 1/2" Plate Thick. 1 1/2" 1" 3/4" 1" 1" 5/8" Rows Out 4 4 2 2 1 3 Rows In 2 2 4 3 4 4 0 o. 0 0 0 w 0 0 0 0 m 6 PartNo 49450 0097288 0097284 0097288 0097289 0097284 0 w 0 0 as 100'-1 1/16" 0.500:12 19 @ 5'-0" (2) HFB4017 2)HFB5006 Frame Clearances Horiz. Horiz. Horiz. Horiz. Vert. Vert. RBX017 RBX018 RBX019 SEE PAGE 6 FOR FLANGE BRACE INFORMATION RBX021 RBX022 Clearance between Clearance between Clearance between Clearance between Clearance at member Clearance at member members 1(CX007) and 17(CX008): members 1(CX007) and 18(CX008): members 2 (CX007) and 17 (CX008) : members 2 (CX007) and 18 (CX008) : 2(CX007): 31'-0 13/16" 17(CX008): 31'-0 13/16" 188'-7" 188'-7" 188'-7" 188'-7" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) RBX016 (2)HFB4116 (2)HFB5016 7 100'-2" BL 200'-0" 100'-2" 1 FRAME CROSS SECTION AT FRAME LINE(S) 7 Shape Name = Atlantic Hangar Wall 4, Frame 4 2)HFB5101 (2)HFB5016 BL 0 C�1 FOR APPROVAL- NOT FOR CONSTRUCTION 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. THE 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. 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 3200 Players Club Circle Memphis TN 38125 FRAME CROSS SECTION AT FRAME LINE(S) 7 REV DATE BY DESCRIPTION BUILDER Tectonic Management Group, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. CUSTOMER Atlantic Aviation Services LOCATION Rifle, Colorado PROJECT Rifle Aviation NTS BUILDERS PO# VP BUILDINGS VARCO PRUDEN A BlueScope Steel Company VPC VERSION: 2015.1a JOBNO 15-007403-01 DATE 8/17/15 DRAWN/CHECK John K. PAGE 12 8/17/2015 7:32:54 FILENAME: 15-007403-01 Rifle Hangar AS DESIGNED nAPieeODNP1 "S North America, Inc. Frame Member Schedule Part CX009 RBX023 RBX024 RBX025 RBX026 RBX027 RBX028 RBX029 RBX030 CX010 7 6 5 4 3 2 1 Mem Width Thick WebThk. Depthl Depth2 1 16.0000 1.2500 .3125 2'-0" 5'-0" 2 16.0000 1.5000 .3125 5'-0" 5'-0" 3 16.0000 1.5000 .5000 4'-4" 3'-9" 4 16.0000 1.2500 .3750 3'-9" 3'-9" 5 12.0000 1.0000 .2500 3'-9" 3'-4" 6 12.0000 .7500 .1875 3'-4" 3'-4" 7 12.0000 .7500 .3125 3'-4" 4'-4" 8 12.0000 1.0000 .3125 4'-4" 5'-0" 9 16.0000 1.0000 .3125 5'-0" 5'-0" 10 16.0000 1.0000 .3125 5'-0" 5'-0" 11 12.0000 1.0000 .3125 5'-0" 4'-4" 12 12.0000 .7500 .3125 4'-4" 3'-4" 13 12.0000 .7500 .1875 3'-4" 3'-4" 14 12.0000 1.0000 .2500 3'-4" 3'-9" 15 16.0000 1.2500 .3750 3'-9" 3'-9" 16 16.0000 1.5000 .5000 3'-9" 4'-4" 17 16.0000 1.5000 .3125 5'-0" 5'-0" 18 16.0000 1.2500 .3125 2'-0" 5'-0" 40'-2" Ridge Ht. 4'-0" 3'-6 5/8" 1'-6 7/16" 3'-6" 11" 8 1/2" Dimension Key Approx.Lgth 30'-11" Approx.Weight 6406# 25'-0 3/4" 6698# 20'-0" 2315# 20'-0" 2831# 35'-0 1/16" 6551# 35'-0" 6551# 20'-0 1/8" 2826# 20'-0 1/16" 2319# 25'-0 13/16" 6706# 30'-10 13/16" 6312# 100'-1 1/16" 0.500:12 cn (2)HFB5016 19 @ 5'-0" °Bolt Connection & Plate Schedule Id Qty Grade Bolt Bolt Plate Rows Rows PartNo Dia. Length Thick. Out In A 18 A490 1 1/4" 4 1/2" 1 1/2" 4 2 49450 B 16 A325 1" 3 1/2" 1" 4 2 0097288 C 18 A325 3/4" 2 1/2" 3/4" 2 4 0097284 D 12 A325 1 1/8" 4" 1" 2 4 0097289 E 16 A325 1 1/8" 4" 1" 1 4 0097289 F 12 A325 7/8" 3 1/2" 3/4" 1 2 0097380 0 0 0 W 4 100'-1 1/16" 0.500:12 19 @ 5'-0" i- x 1111111111111111111111111 RBX025 RBX026 n A 2 SEE PAGE 6 FOR FLANGE BRACE INFORMATION Frame Clearances Horiz. Horiz. Horiz. Horiz. Vert. Vert. Clearance Clearance Clearance Clearance Clearance Clearance between between between between at member at member Finished Floor Elevation o iso N N x I O RBX029 � j RRX030 111111 w w members members members members 1 (CX009) 1 (CX009) 2 (CX009) 2 (CX009) and and and and 17 (CX010) : 18(CX010): 17(CX010): 18(CX010): 188'-7" 188'-7" 188'-7" 188'-7" 2 (CX009) : 31'-0 13/16" 17(CX010): 31'-0 13/16" = 100'-0" (Unless Noted Otherwise) 5 100'-2" BL 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. THE 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. 200'-0" 100'-2" 1 FRAME CROSS SECTION AT FRAME LINE(S) 4 Shape Name = Atlantic Hangar Wall 4, Frame 5 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 3200 Players Club Circle Memphis TN 38125 00111110 \ 0 REG, ;cru- c.''••. I ✓�. r 37929 (2)HFB5101 (2)HFB5016 BL 0 u FOR APPROVAL- NOT FOR CONSTRUCTION FRAME CROSS SECTION AT FRAME LINE(S) 4 REV DATE BY DESCRIPTION BUILDER Tectonic Management Group, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. CUSTOMER Atlantic Aviation Services LOCATION Rifle, Colorado PROJECT Rifle Aviation NTS BUILDERS PO# VP BUILDINGS VARCO PRUDEN A BlueScope Steel Company VPC VERSION: 2015.1a JOBNO 15-007403-01 DATE 8/17/15 DRAWN/CHECK John K. PAGE 13 8/17/2015 7:32:56 FILENAME: 15-007403-01 Rifle Hangar AS DESIGNED F RnAPP VAL.rS North America, Inc. Frame Member Schedule Part Mem Width CX011 1 2 RBX031 3 4 RBX032 5 6 7 8 RBX033 9 RBX034 10 RBX035 11 12 13 14 RBX036 15 16 CX012 17 18 EPX007 19 EPX008 20 EPX009 21 EPX010 22 EPX011 23 EPX012 24 EPX013 25 EPX014 26 EPX015 27 EPX016 28 EPX016 29 EPX015 30 EPX014 31 EPX013 32 EPX012 33 EPX011 34 EPX010 35 EPX009 36 EPX008 37 EPX007 38 7 6 5 4 3 2 1 15.0000 15.0000 16.0000 16.0000 8.0000 8.0000 8.0000 8.0000 12.0000 12.0000 8.0000 8.0000 8.0000 8.0000 16.0000 16.0000 15.0000 15.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 40'-2" Ridge Ht. 4'-0" 3'-6 5/8" 1'-6 7/16" 3'-6" 11" 8 1/2" Dimension Key Thick WebThk. Depthl Depth2 Approx.Lgth 1.0000 .3125 4'-0" 4'-0" 35'-2 3/8" 1.2500 .3125 4'-0" 4'-0" 1.0000 .3125 4'-4" 4'-4" 20'-4 7/16" .7500 .3125 4'-4" 4'-4" .6250 .3125 4'-4" 4'-4" 40'-0" .3750 .3125 4'-4" 4'-4" .6250 .3125 4'-4" 4'-4" .7500 .3125 4'-4" 5'-0" 1.0000 .3125 5'-0" 5'-0" 35'-0 1/16" 1.0000 .3125 5'-0" 5'-0" 35'-0" .7500 .3125 5'-0" 4'-4" 40'-0 3/16" .6250 .3125 4'-4" 4'-4" .3750 .3125 4'-4" 4'-4" .6250 .3125 4'-4" 4'-4" .7500 .3125 4'-4" 4'-4" 1.0000 .3125 4'-4" 4'-4" 1.2500 .3125 4'-0" 4'-0" 35'-0 3/8" 1.0000 .3125 4'-0" 4'-0" .1875 .1345 8 1/2" 8 1/2" 1'-7 7/16" .1875 .1345 8 1/2" 8 1/2" 2'-0 7/16" .1875 .1345 8 1/2" 8 1/2" 2'-5 7/16" .1875 .1345 8 1/2" 8 1/2" 2'-10 7/16" .1875 .1345 8 1/2" 8 1/2" 3'-3 7/16" .1875 .1345 8 1/2" 8 1/2" 3'-4 5/8" .1875 .1345 8 1/2" 8 1/2" 3'-5 7/16" .1875 .1345 8 1/2" 8 1/2" 3'-10 7/16" .1875 .1345 8 1/2" 8 1/2" 4'-3 7/16" .1875 .1345 8 1/2" 8 1/2" 4'-7 3/16" .1875 .1345 8 1/2" 8 1/2" 4'-7 3/16" .1875 .1345 8 1/2" 8 1/2" 4'-3 7/16" .1875 .1345 8 1/2" 8 1/2" 3'-10 7/16" .1875 .1345 8 1/2" 8 1/2" 3'-5 7/16" .1875 .1345 8 1/2" 8 1/2" 3'-4 5/8" .1875 .1345 8 1/2" 8 1/2" 3'-3 7/16" .1875 .1345 8 1/2" 8 1/2" 2'-10 7/16" .1875 .1345 8 1/2" 8 1/2" 2'-5 7/16" .1875 .1345 8 1/2" 8 1/2" 2'-0 7/16" .1875 .1345 8 1/2" 8 1/2" 1'-7 7/16" 20'-6 11/16" 0 M 0 Approx.Weight Detail 6577# 3619# 3752# 5423# 5421# 3754# 3620# 6580# 21# 24# 26# 29# 32# 32# 33# 35# 38# 40# 40# 38# 35# 33# 32# 32# 29# 26# 24# 21# BR25CA BR25CA BR25CA BR25CA BR25CA BR25CA BR25CA BR25CA BR25CA BR25CA BR25CA BR25CA BR25CA BR25CA BR25CA BR25CA BR25CA BR25CA BR25CA BR25CA 100'-1 1/16" 0.500:12 (2)HFB5016 HFB5045 cn 2)HFB5067 (2)HFB5036 (2)HFB5067 19 @ 5'-0" °Bolt Connection & Plate Schedule Id Qty Grade Bolt Dia. 1 1/4" 7/8" 7/8" 1" 3/4" A 18 A325 B 14 A325 C 16 A325 D 18 A325 F 2 A325 Bolt Length 4" 3 1/2" 3 1/2" 3 1/2" 2 1/2" Plate Thick. 1 1/4" 3/4" 3/4" 1" Rows Out 3 4 4 2 Rows In 2 3 4 3 (2)HFB6015 2)HFB6015 (2)HFB6015 (2) HFB6015 (2)HFB6015 2) HFB6015 (2)HFB6015 4 (2) HFB6015 PartNo 0097290 0097380 0097380 0097288 0097284 2) HFB6015 (2)HFB6015 2)HFB6015 (2)HFB6015 (2)HFB6015 HFB5090 100'-1 1/16" 0.500:12 19 @ 5'- GFB5067 Frame Clearances Horiz. Clearance between members 1(CX011) and 17(CX012): 190'-7" Horiz. Clearance between members 1(CX011) and 18(CX012): 190'-7" Horiz. Clearance between members 2(CX011) and 17(CX012): 190'-7" Horiz. Clearance between members 2(CX011) and 18(CX012): 190'-7" Vert. Clearance at member 2(CX011): 30'-7 13/16" Vert. Clearance at member 17(CX012): 30'-7 13/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) N O u-) 0 r- 1/40 O N 'O O r1 i H a w a w 09 III I I I I 0 II 1 .. w RBX034 RBX035 RBX031 RBX032 (2)HFB5067 (2)HFB5067 2)HFB5067 2)HFB5067 RBX036 SEE PAGE 6 FOR FLANGE BRACE INFORMATION 100'-2" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" SEE PAGE 8 FOR SECTION AT HANGAR DOOR HEAD 10'-0" }' 10'-0" 7'-6" 1 5'-0" t 7'-6" BL 200'-0" }' 10'-0" 1 10'-0" 1 10'-0" 1 10'-0" 10'-0" i 10'-0" CL 10'-0" 10'-0" 100'-2" 10' FRAME CROSS SECTION AT FRAME LINE(S) 3 HANGAR DOOR FRAME DEFLECTION 6 INCHES UP AND 6 INCHES DOWN l i Shape Name = Atlantic Hangar Wall 4, Frame 6 4 ��unrmlu 4..,.. . .C, 37929 (2)HFB5045 (2)HFB5045 BL 0 u.) FOR APPROVAL- NOT FOR CONSTRUCTION 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. THE 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. 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 3200 Players Club Circle Memphis TN 38125 FRAME CROSS SECTION AT FRAME LINE(S) 3 REV DATE BY DESCRIPTION BUILDER Tectonic Management Group, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. CUSTOMER Atlantic Aviation Services LOCATION Rifle, Colorado PROJECT Rifle Aviation NTS BUILDERS PO# VP BUILDINGS VARCO PRUDEN A BlueScope Steel Company VPC VERSION: 2015.1a JOBNO 15-007403-01 DATE 8/17/15 DRAWN/CHECK John K. PAGE 14 8/17/2015 7:32:58 FILENAME: 15-007403-01 Rifle Hangar AS DESIGNED "AP1'RIJVHL"S North America, Inc. Frame Member Schedule Part Mem CX013 1 2 RBX037 3 4 RBX038 5 6 7 8 RBX039 9 RBX040 10 RBX041 11 12 13 14 RBX042 15 16 CX014 17 18 7 6 5 4 3 2 1 Width 12.0000 12.0000 12.0000 12.0000 8.0000 8.0000 8.0000 8.0000 8.0000 8.0000 8.0000 8.0000 8.0000 8.0000 12.0000 12.0000 12.0000 12.0000 40'-2" Ridge Ht. 4'-0" 3'-6 5/8" 1'-6 7/16" 3'-6" 11" 8 1/2" Dimension Key Thick .7500 1.0000 1.0000 .7500 .5000 .3750 .5000 .5000 1.0000 1.0000 .5000 .5000 .3750 .5000 .7500 1.0000 1.0000 .7500 WebThk. .3125 .3125 .3125 .2500 .2500 .2500 .2500 .3125 .3125 .3125 .3125 .2500 .2500 .2500 .2500 .3125 .3125 .3125 Depthl Depth2 4'-0" 4'-0" 4'-0" 4'-0" 4'-4" 4'-4" 4'-4" 4'-4" 4'-4" 3'-6" 3'-6" 3'-6" 3'-6" 4'-4" 4'-4" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 4'-4" 4'-4" 3'-6" 3'-6" 3'-6" 3'-6" 4'-4" 4'-4" 4'-4" 4'-4" 4'-4" 4'-0" 4'-0" 4'-0" 4'-0" Approx.Lgth 35'-2 3/8" Approx.Weight 4802# 20'-4 7/16" 2783# 40'-0" 35'-0 1/16" 35'-0" 40'-0 1/16" 2940# 4275# 4275# 2944# 20'-6 11/16" 2792# 35'-0 3/8" 4762# 100'-1 1/16" 0.500:12 1- WN 0U Om W co x3 N O 0 wa 0 a, 19 @ 5'-0" 0 a, °Bolt Connection & Plate Schedule Id Qty Grade Bolt Bolt Dia. Length A 18 A325 1" 3 1/2" B 16 A325 7/8" 3 1/2" C 14 A325 3/4" 2 1/2" D 14 A325 7/8" 3 1/2" E 12 A325 3/4" 2 1/2" Plate Thick. 1" 5/8" 5/8" 3/4" 5/8" Rows Rows PartNo Out In 3 2 0097288 4 4 0097380 3 4 0097284 3 4 0097380 3 3 0097284 0 0 O w MI xw a 0 4-10 lD rA 0 0 0 0 4-10 '.o 0 0 0 Lo ao W 0 'o 0 0 1/40 w 0 O '.0 4-4 a 100'-1 1/16" 0.500:12 19 @ 5'-0" 0 a, Frame Clearances Horiz. Clearance between members 1(CX013) and 17(CX014): 190'-7" Horiz. Clearance between members 1(CX013) and 18(CX014): 190'-7" Horiz. Clearance between members 2(CX013) and 17(CX014): 190'-7" Horiz. Clearance between members 2(CX013) and 18(CX014): 190'-7" Vert. Clearance at member 2(CX013): 30'-8 13/16" Vert. Clearance at member 17(CX014): 30'-8 13/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) '.o N 0 0 -4 W 0 w a (.7 0 a, 0 0 a 0 w 0 0 w a N '.o 0 x HFB5045 HFB5045t HFB5045f RBX037 GC170150 (i (: l / U ,L U ' o 60.70150 GC170150 GC170150 Rgx038 RBX039 RBX040 SEE PAGE 6 FOR FLANGE BRACE INFORMATION SEE PAGE 8 FOR SECTION AT HANGAR DOOR HEAD RBX041 RBX042 u.) �.44 00 ,.., - GC170: ) (iel /U_OJ 1110 100'-2" BL 200'-0" 100'-2" 1 FRAME CROSS SECTION AT FRAME LINE(S) 2 HANGAR DOOR FRAME DEFLECTION 6 INCHES UP AND 6 INCHES DOWN Shape Name = Atlantic Hangar Wall 4, Frame 7 HFB5045 HFB5045 -' L HFB5045 BL 0 rra FOR APPROVAL- NOT FOR CONSTRUCTION 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. THE 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. 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 3200 Players Club Circle Memphis TN 38125 FRAME CROSS SECTION AT FRAME LINE(S) 2 REV DATE BY DESCRIPTION BUILDER Tectonic Management Group, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. CUSTOMER Atlantic Aviation Services LOCATION Rifle, Colorado PROJECT Rifle Aviation NTS BUILDERS PO# �P BUILDINGS VARCO PRUDEN A BlueScope Steel Company VPC VERSION: 2015.1a JOBNO 15-007403-01 DATE 8/17/15 DRAWN/CHECK John K. PAGE 15 8/17/2015 7:33:00 FILENAME: 15-007403-01 Rifle Hangar AS DESIGNED PbRnAPPROMITS North America, Inc. 6 5 4 3 2 1 Frame Member Part Mem EPX017 1 EPX018 2 EPX019 3 EPX020 4 EPX021 5 EPX022 6 EPX023 7 EPX024 8 EPX025 9 EPX026 10 EPX026 11 EPX025 12 EPX024 13 EPX023 14 EPX022 15 EPX021 16 EPX020 17 EPX019 18 EPX018 19 EPX027 20 Schedule Width Thick WebThk. Depthl 5.0000 .1875 .1345 8 1/2" 5.0000 .1875 .1345 8 1/2" 5.0000 .1875 .1345 8 1/2" 5.0000 .1875 .1345 8 1/2" 5.0000 .1875 .1345 8 1/2" 5.0000 .1875 .1345 8 1/2" 5.0000 .1875 .1345 8 1/2" 5.0000 .1875 .1345 8 1/2" 5.0000 .1875 .1345 8 1/2" 5.0000 .1875 .1345 8 1/2" 5.0000 .1875 .1345 8 1/2" 5.0000 .1875 .1345 8 1/2" 5.0000 .1875 .1345 8 1/2" 5.0000 .1875 .1345 8 1/2" 5.0000 .1875 .1345 8 1/2" 5.0000 .1875 .1345 8 1/2" 5.0000 .1875 .1345 8 1/2" 5.0000 .1875 .1345 8 1/2" 5.0000 .1875 .1345 8 1/2" 5.0000 .1875 .1345 8 1/2" 40'-2" Ridge Ht. 4'-0" 3'-6 5/8" 1'-6 7/16" 3'-6" 11" Dimension Key Depth2 8 1/2" 8 1/2" 8 1/2" 8 1/2" 8 1/2" 8 1/2" 8 1/2" 8 1/2" 8 1/2" 8 1/2" 8 1/2" 8 1/2" 8 1/2" 8 1/2" 8 1/2" 8 1/2" 8 1/2" 8 1/2" 8 1/2" 8 1/2" f C 1 N O X f Approx.Lgth 8'-5" 8'-10" 9'-3" 9'-8" 10'-1" 10'-6" 10'-11" 11'-4" 11'-9" 12'-0 3/4" 12'-0 3/4" 11'-9" 11'-4" 10'-11" 10'-6" 10'-1" 9'-8" 9'-3" 8'-10" 8'-5" f f Approx.Weight 67# 71# 74# 76# 79# 82# 84# 87# 90# 92# 92# 90# 87# 84# 82# 79# 76# 74# 71# 68# 0 N O 100'-1 1/16" 0.500:12 $ 19 @ 5'-0" f N 0 X f Mgr f f w N 0 X a 1 SEE PAGE 8 FOR SECTION AT HANGAR DOOR HEAD 10'-0" f 10' 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" BL 10'-0" 10'-0" 7'-6" }' 5' -0" 7'-6" 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. THE 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. 200'-0" 1 N O X a .1 1 M N 0 X a 1 1 N N 0 X a -- 100'-1 1/16" 0.500:12 1 19 @ 5'- '-i N 0 X a 1 Frame Clearances Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 1 0 N 0 X a Sp - 1 1 1 1 1 r N 0 X a 1 10'-0" 10'-0" 10'-0" 10'-0" 10'-p., 10'-0" CL 10'-0" 10'-0" f 3 10'-0" FRAME CROSS SECTION AT FRAME LINE(S) 1 Shape Name = Atlantic Hangar Wall 4, Frame 8 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 ACCORDANCE 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. BL ``+���tounRi G/,,�// ie tG 'y, N.\ In11`,57 0 FOR APPROVAL- NOT FOR CONSTRUCTION REV VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE FRAME CROSS SECTION AT FRAME LINE(S) 1 BY DESCRIPTION BUILDER Tectonic Management Group, Inc. CUSTOMER Atlantic Aviation Services LOCATION Rifle, Colorado NTS PROJECT Rifle Aviation BUILDERS POU 8/17/2015 7:33:01 V/PBUILDINGS VARCO PRUDEN A BlueScope Steel Company VPC VERSION: 2015.1a JOBNO 15-007403-01 DATE 8/17/15 DRAWN/CHECK John K. PAGE 16 FILENAME: 15-007403-01 Rifle Hangar AS DESIGNED FmnAppRomits North America, Inc. Frame Member Schedule Part Mem Width Thick WebThk. Depthl CX015 1 5.0000 .1345 .1345 1'-0" RBX043 2 5.0000 .2500 .1644 1'-0" 3 5.0000 .3750 .1644 1'-11" 10 2'-10 5/8" 9 2'-10 11/16" 8 2 @ 3'-0" 7 3'-9" 6 1'-6 15/16" 5 2'-0" 4 3'-6" 3 3'-11 3/4" 2 3'-6 1/4" 1 8 1/2" Dimension Key Depth2 1'-0" 1'-11" 1'-0 5/8" \ Approx.Lgth 12'-0 1/8" 29'-3 13/16" Approx.Weight 144# 626# °Bolt Connection & Plate Schedule Id Qty Grade Bolt Bolt Plate Dia. Length Thick. A 2 A325 3/4" 2 1/2" 3/8" Rows Rows PartNo Out In 1 - 0097284 30'-1 1/4" 1.000:12 Frame Clearances Vert. Clearance at member 1(CX015): 11'-9 5/8" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) GFB2006 U a 100'-2" BL 30'-0" FRAME CROSS SECTION AT FRAME LINE(S) M Shape Name = Office Wall 2, Frame 1 Bt FOR APPROVAL- NOT FOR CONSTRUCTION 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. THE 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. 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 3200 Players Club Circle Memphis TN 38125 FRAME CROSS SECTION AT FRAME LINE(S) M REV DATE BY DESCRIPTION BUILDER Tectonic Management Group, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. CUSTOMER Atlantic Aviation Services LOCATION Rifle, Colorado PROJECT Rifle Aviation NTS BUILDERS PO# �v VP BUILDINGS VARCO PRUDEN A BlueScope Steel Company VPC VERSION: 2015.1a JOBNO 15-007403-01 DATE 8/17/15 DRAWN/CHECK John K. PAGE 17 8/17/2015 7:33:03 FILENAME: 15-007403-01 Rifle Hangar AS DESIGNED VORnAPPROMtS North America, Inc. Frame Member Schedule Part Mem Width Thick WebThk. Depth/ CX016 1 5.0000 .2500 .1875 1'-0" RBX044 2 6.0000 .3125 .1644 1'-3" 3 6.0000 .3750 .1644 2'-6" 10 9 8 7 6 5 4 3 2 1 2'-10 5/8" 2'-10 11/16" 2 @ 3'-0" 3'_9" 1'-6 15/16" 2'-0" 3'_6" 3'-11 3/4" 3'-6 1/4" 8 1/2" Dimension Key Depth2 1'-0" 2'-6" 1'-5 11/16" [y7 Approx.Lgth 12'-0 1/8" 29'-0 3/8" Approx.Weight 218# 810# °Bolt Connection & Plate Schedule Id Qty Grade Bolt Bolt Plate Dia. Length Thick. A 2 A325 7/8" 3 1/2" 3/8" B 4 A325 3/4" 2 1/2" 3/8" 0 W Rows Rows Out In 1 2 - PartNo 0097380 0097284 30'-1 1/4" 1.000:12 ccv at a 0 *+ Frame Clearances Vert. Clearance at member 1(CX016): 11'-8 5/8" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) '-i 0 cn (2)GFB2016 U a 100'-2" RBX044 BL 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. THE 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. 30'-0" FRAME CROSS SECTION AT FRAME LINE(S) J Shape Name = Office Wall 2, Frame 2 Bt FOR APPROVAL- NOT 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. VP Buildings 3200 Players Club Circle Memphis TN 38125 FRAME CROSS SECTION AT FRAME LINE(S) J REV DATE BY DESCRIPTION BUILDER Tectonic Management Group, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. CUSTOMER Atlantic Aviation Services LOCATION Rifle, Colorado PROJECT Rifle Aviation NTS BUILDERS PO# 8/17/2015 7:33:04 FILENAME: 15-007403-01 Rifle Hangar AS V VP BUILDINGS VARCO PRUDEN A BlueScope Steel Company VPC VERSION: 2015.1 a JOBNO 15-007403-01 DATE 8/17/15 DRAWN/CHECK John K. PAGE 18 DESIGNED VORripip 'RoN r North America, Inc. Frame Member Schedule Part Mem Width Thick WebThk. Depth1 CX017 1 5.0000 .3125 .1875 1'-0" RBX045 2 6.0000 .3125 .1644 1'-3" 3 6.0000 .3750 .1644 2'-6" 10 2'-10 5/8" 9 2'-10 11/16" 8 2 @ 3'-0" 7 3'-9" 6 1'-6 15/16" 5 2'-0" 4 3'-6" 3 3'-11 3/4" 2 3'-6 1/4" 1 8 1/2" Dimension Key Depth2 l'-0" 2'-6" 1'-5 11/16" Approx.Lgth 12'-0 1/8" 29'-0 3/8" Approx.Weight 243# 810# °Bolt Connection & Plate Schedule Id Qty Grade Bolt Bolt Plate Rows Rows Dia. Length Thick. Out In A 2 A325 7/8" 3 1/2" 3/8" 1 B 4 A325 3/4" 2 1/2" 3/8" 2 PartNo 0097380 0097284 30'-1 1/4" 1.00012 Frame Clearances Vert. Clearance at member 1(CX017): 11'-8 5/8" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 0 a4 4-4 a, 0 a, 4-4 -4 m a m 4 m w w RBX045 L 100' -2" 0 BL 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. THE 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. 30' 0" FRAME CROSS SECTION AT FRAME LINE(S) I Shape Name = Office Wall 2, Frame 3 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 ACCORDANCE 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. • FOR APPROVAL- NOT FOR CONSTRUCTION REV VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE DESCRIPTION NTS FRAME CROSS SECTION AT FRAME LINE(S) 1 BUILDER Tectonic Management Group, Inc. CUSTOMER Atlantic Aviation Services LOCATION PROJECT Rifle, Colorado Rifle Aviation BUILDERS PO# VP BUILDINGS VARCO PRUDEN JOBNO 15-007403-01 DATE 8/17/15 DRAWN/CHECK John K. PAGE 19 8/17/2015 7:33:06 FILENAME: 15-007403-01 Rifle Hangar AS DESIGNED FORnAPPROVAITS North America , Inc. f. Frame Member Schedule Part Mem Width Thick WebThk. Depthl CX018 1 5.0000 .2500 .1875 1'-0" RBX046 2 6.0000 .3125 .1644 1'-3" 3 6.0000 .3750 .1644 2'-7" 10 2'-10 5/8" 9 2'-10 11/16" 8 2 @ 3'-0" 7 3'-9" 6 1'-6 15/16" 5 2'-0" 4 3'-6" 3 3'-11 3/4" 2 3'-6 1/4" 1 8 1/2" Dimension Key Depth2 1'-0" 2'-7" 1'-5 7/8" liEl Approx.Lgth 12'-0 1/8" 29'-0 3/8" Approx.Weight 219# 827# °Bolt Connection & Plate Schedule Id Qty Grade Bolt Dia. A 4 A325 3/4" Bolt Length 2 1/2" Plate Thick. 3/8" Rows Rows PartNo Out In 2 - 0097284 30'-1 1/4" 1.000:12 Frame Clearances Vert. Clearance at member 1(CX018): 11'-6 5/8" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 0 a r-4 0 (2)GFS2016 U a I 100'-2" RBX046 BL 30'-0" FRAME CROSS SECTION AT FRAME LINE(S) H Shape Name = Office Wall 2, Frame 4 FOR APPROVAL- NOT FOR CONSTRUCTION 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. THE 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. 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 3200 Players Club Circle Memphis TN 38125 FRAME CROSS SECTION AT FRAME LINE(S) H REV DATE BY DESCRIPTION BUILDER Tectonic Management Group, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. CUSTOMER Atlantic Aviation Services LOCATION Rifle, Colorado PROJECT Rifle Aviation NTS BUILDERS PO# v P BUILDINGS VARCO PRUDEN A BlueScope Steel Company VPC VERSION: 2015.1a JOBNO 15-007403-01 DATE 8/17/15 DRAWN/CHECK John K. PAGE 20 8/17/2015 7:33:08 FILENAME: 15-007403-01 Rifle Hangar AS DESIGNED FOR"AprRVVL North America, Inc. Frame Member Schedule Part Mem Width Thick WebThk. Depthl CX018 1 5.0000 .2500 .1875 1'-0" RBX047 2 6.0000 .3125 .1644 1'-3" 3 6.0000 .3750 .1644 2'-8" 10 2'-10 5/8" 9 2'-10 11/16" 8 2 @ 3'-0" 7 6 5 4 3 2 1 3'-9" 1'-6 15/16" 2'-0" 31-6" 3'-11 3/4" 3'-6 1/4" 8 1/2" Dimension Key Depth2 l'-0" 2'-8" 1'-6 1/16" --- Approx.Lgth 12'-0 1/8" 29'-0 3/8" Approx.Weight 219# 837# °Bolt Connection & Plate Schedule Id Qty Grade Bolt Bolt Plate Dia. Length Thick. A 4 A325 3/4" 2 1/2" 3/8" Rows Rows PartNo Out In 2 0097284 30'-1 1/4" 1.000:12 r• c cm a c., Frame Clearances Vert. Clearance at member 1(CX018): 11'-6 5/8" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) a, (2)GFB2016 100' —2" RBX047 BL 30 ' 0" FRAME CROSS SECTION AT FRAME LINE(S) G 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERIMSE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. 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. Shape Name = Office Wall 2, Frame 5 Bt FOR APPROVAL- NOT 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. VP Buildings 3200 Players Club Circle Memphis TN 38125 FRAME CROSS SECTION AT FRAME LINE(S) G REV DATE BY DESCRIPTION BUILDER Tectonic Management Group, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. CUSTOMER Atlantic Aviation Services LOCATION PROJECT Rifle, Colorado Rifle Aviation 8/17/2015 NTS 7:33:09 BUILDERS PO# FILENAME: 15-007403-01 Rifle Hangar AS ---\//P BUILDINGS VARCO PRUDEN A BlueScope Steel Company VPC VERSION: 2015.1a JOBNO 15-007403-01 DATE 8/17/15 DRAWN/CHECK John K. PAGE 21 DESIGNED FORAPPRWAILS North America, Inc. Frame Member Schedule Part Mem Width Thick WebThk. Depthl CX018 1 5.0000 .2500 .1875 1'-0" RBX048 2 6.0000 .3125 .1644 1'-3" 3 6.0000 .3750 .1644 2'-8" 10 2'-10 5/8" 9 2'-10 11/16" 8 2 @ 3'-0" 7 3'-9" 6 1'-6 15/16" 5 2'-0" 4 3'-6" 3 3'-11 3/4" 2 3'-6 1/4" 1 8 1/2" Dimension Key Depth2 1'-0" 2'-8" 1'-6 1/16" Approx.Lgth 12'-0 1/8" 29'-0 3/8" °Bolt Connection & Plate Schedule Approx.Weight Id Qty Grade Bolt 219# Dia. 838# A 4 A325 3/4" Bolt Length 2 1/2" Plate Thick. 3/8" (2)GFB2016 0 Rows Rows PartNo Out In 2 - 0097284 30'-1 1/4" 1.000:12 r- ("Ni rU c MI rMI a3 w LI li 1 li 0 a Frame Clearances Vert. Clearance at member 1(CX018): 11'-6 5/8" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) t 100'-2" RBX048 BL 30'-0" FRAME CROSS SECTION AT FRAME LINE(S) F Shape Name = Office Wall 2, Frame 6 FOR APPROVAL- NOT FOR CONSTRUCTION 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. THE VP ENQINEER'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. 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 3200 Players Club Circle Memphis TN 38125 FRAME CROSS SECTION AT FRAME LINE(S) F REV DATE BY DESCRIPTION BUILDER Tectonic Management Group, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. CUSTOMER Atlantic Aviation Services LOCATION Rifle, Colorado PROJECT Rifle Aviation NTS BUILDERS PO# V VP BUILDINGS VARCO PRUDEN A BlueScope Steel Company VPC VERSION: 2015.1a JOBNO 15-007403-01 DATE 8/17/15 DRAWN/CHECK John K. PAGE 22 8/17/2015 7:33:11 FILENAME: 15-007403-01 Rifle Hangar AS DESIGNED POlk"AprRIlV Lng North America, Inc. Frame Member Schedule Part Mem Width Thick WebThk. Depthl CX016 1 5.0000 .2500 .1875 1'-0" RBX049 2 6.0000 .3125 .1644 1'-3" 3 6.0000 .3750 .1644 2'-8" 10 2'-10 5/8" 9 2'-10 11/16" 8 2 @ 3'-0" 7 3'-9" 6 1'-6 15/16" 5 2'-0" 4 3'-6" 3 3'-11 3/4" 2 3'-6 1/4" 1 8 1/2" Dimension Key Depth2 1'-0" 2'-8" 1'-6 1/16" 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. Approx.Lgth 12'-0 1/8" 29'-0 3/8" Approx.Weight 218# 837# °Bolt Connection & Plate Schedule Id Qty Grade Bolt Bolt Plate Dia. Length Thick. A 2 A325 7/8" B 4 A325 3/4" 3 1/2" 2 1/2" Rows Rows Out In 3/8" 1 3/8" 2 PartNo 0097380 0097284 30'-1 1/4" 1.000:12 (2)GFB2016 N U a 0 rN rU cry r [A a3 w Frame Clearances Vert. Clearance at member 1(CX016): 11'-8 5/8" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 0 a f 100'-2" RBX049 BL 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. 30'-0" FRAME CROSS SECTION AT FRAME LINE(S) E Shape Name = Office Wall 2, Frame 7 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 3200 Players Club Circle Memphis TN 38125 FOR APPROVAL- NOT FOR CONSTRUCTION FRAME CROSS SECTION AT FRAME LINE(S) E REV DATE BY DESCRIPTION BUILDER Tectonic Management Group, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. CUSTOMER Atlantic Aviation Services LOCATION Rifle, Colorado PROJECT Rifle Aviation NTS BUILDERS PO# ---\//P BUILDINGS VARCO PRUDEN A BlueScope Steel Company VPC VERSION: 2015.1a JOBNO 15-007403-01 DATE 8/17/15 DRAWN/CHECK John K. PAGE 23 8/17/2015 7:33:12 FILENAME: 15-007403-01 Rifle Hangar AS DESIGNED nAPPROVAL"S North America, Inc. Frame Member Schedule Part Mem Width Thick WebThk. Depthl CX015 1 5.0000 .1345 .1345 1'-0" RBX050 2 5.0000 .2500 .1345 3 5.0000 .3750 .1345 10 2'-10 5/8" 9 2'-10 11/16" 8 2 @ 3'-0" 7 6 5 4 3 2 1 3'-9" 1'-6 15/16" 2'-0" 3'-6" 3'-11 3/4" 3'-6 1/4" 8 1/2" Dimension Key 9" 1'-11" Depth2 1'-0" 1'-11" 9 13/16" 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. Approx.Lgth 12'-0 1/8" 29'-3 13/16" Approx.Weight 144# 553# °Bolt Connection & Plate Schedule Id Qty Grade Bolt Bolt Plate Dia. Length Thick. A 2 A325 3/4" 2 1/2" 3/8" Rows Rows PartNo Out In 1 - 0097284 30'-1 1/4" 1.000:12 Frame Clearances Vert. Clearance at member 1(CX015): 11'-9 5/8" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 0 0 0 C9 U a U a� 4 @ 3'- U a 0 U a rN rU as a3 0 GC170117 100'-2" BL THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP pNGINEER'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. 30'-0" FRAME CROSS SECTION AT FRAME LINE(S) C Shape Name = Office Wall 2, Frame 8 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. J FOR APPROVAL- NOT FOR CONSTRUCTION VP Buildings 3200 Players Club Circle Memphis TN 38125 FRAME CROSS SECTION AT FRAME LINE(S) C REV DATE BY DESCRIPTION THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUILDER Tectonic Management Group, Inc. CUSTOMER Atlantic Aviation Services LOCATION Rifle, Colorado PROJECT Rifle Aviation NTS BUILDERS PO# V/P BUILDINGS VARCO PRUDEN A BlueScope Steel Company 8/17/2015 7:33:14 FILENAME: 15-007403-01 Rifle Hangar AS VPC VERSION: 2015.1a JOBNO 15-007403-01 DATE 8/17/15 DRAWN/CHECK John K. PAGE 24 DESIGNED nAPp Mts North America, Inc. Frame Member Schedule Part Mem Width Thick WebThk. Depthl CX023 1 6.0000 .2500 .1345 1'-0" RBX054 2 8.0000 .2500 .1345 1'-0" 3 8.0000 .2500 .1345 l'-0" CX024 4 6.0000 .2500 .1345 1'-0" Depth2 1'-0" 1'-0" 1'-0" 1'-0" Approx.Lgth 11'-7 9/16" 25'-8" Approx.Weight 211# 523# 11'-7 9/16" 213# ()Bolt Connection & Plate Schedule Id Qty Grade Bolt Bolt Plate A 8 A325 Dia. Length 3/4" 2 1/2" Thick. 1/2" Rows Rows PartNo Out In 2 2 0097284 Frame Clearances Horiz. Clearance between members 1(CX023) and 4(CX024): 25'-8" Vert. Clearance at member 1(CX023): 10'-6 13/16" Vert. Clearance at member 4(CX024): 10'-6 13/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 0 W 2 1'-3 1/2" 1 8" Dimension Key RBX054 1 100'-2" 00'-2" 27'-8" 29'-0" 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. THE 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. PORTAL FRAME ELEVATION ALONG 12 Shape Name = Office Wall 2, Frame 4 N O X U FOR APPROVAL- NOT 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. VP Buildings 3200 Players Club Circle Memphis TN 38125 PORTAL FRAME ELEVATION ALONG 12 REV DATE BY DESCRIPTION BUILDER Tectonic Management Group, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. CUSTOMER Atlantic Aviation Services LOCATION Rifle, Colorado PROJECT Rifle Aviation NTS BUILDERS PO# 8/17/2015 7:33:15 —\//P BUILDINGS VARCO PRUDEN A BlueScope Steel Company VPC VERSION: 2015.1a JOBNO 15-007403-01 DATE 8/17/15 DRAWN/CHECK John K. PAGE 25 FILENAME: 15-007403-01 Rifle Hangar AS DESIGNED FORnAPPKYCAPAITS North America, Inc. 8 7 6 5 4 3 2 1 l'-8 1/2" 2'-6 1/16" 1'-6 15/16" 2'-0" 4'-6" 3'-6" 4'-0" 8 1/2" Dimension Key 1 °Bolt Connection & Plate Schedule Id Qty Grade Bolt Bolt Plate Dia. Length A 6 A325 3/4" 2 1/2" B 8 A325 3/4" 2 1/2" Thick. 3/8" 3/8" Rows Rows PartNo Out In 2 1 0097284 3 , 1 0097284 25'-1 1/16" 1.000:12 7 @ 3'-0" Frame Clearances Horiz. Clearance between members 1(CX019) Vert. Clearance at member 1(CX019): 12'-1 Vert. Clearance at member 4(CX020): 14'-1 and 4(CX020): 23'-10 15/16" 11/16" 5/8" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) U a4 '"1^06 WBBC2 0 { BL 25'-0" 100'-2" FRAME CROSS SECTION AT FRAME LINE(S) 5 Shape Name = Storage Wall 4, Frame 1 BL FOR APPROVAL- NOT FOR CONSTRUCTION 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. THE 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. 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 3200 Players Club Circle Memphis TN 38125 FRAME CROSS SECTION AT FRAME LINE(S) 5 REV DATE BY DESCRIPTION BUILDER Tectonic Management Group, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. CUSTOMER Atlantic Aviation Services LOCATION Rifle, Colorado PROJECT Rifle Aviation NTS BUILDERS PO# 7/1 ---\//P VP BUILDINGS VARCO PRUDEN A BlueScope Steel Company VPC VERSION: 2015.1a JOBNO 15-007403-01 DATE 8/17/15 DRAWN/CHECK John K. PAGE 26 8/17/2015 7:33:17 FILENAME: 15-007403-01 Rifle Hangar AS DESIGNED FORnAfPP LS North America, inc. Frame Member Schedule Part Mem Width Thick WebThk. Depthl CX021 1 5.0000 .1875 .1875 1'-0" RBX052 2 6.0000 .3125 .1875 1'-5" 3 6.0000 .3750 .1875 2'-10" 7 6 5 4 3 2 1 2'-6 1/16" 1'-6 15/16" 2'-0" 4'-6" 3'-6" 4'-0" 8 1/2" Dimension Key Depth2 1'-0" 2'-10" 1'-6 13/16" Approx.Lgth 13'-0 1/8" 24'-0 3/16" Approx.Weight 207# 753# °Bolt Connection & Plate Schedule Id Qty Grade Bolt Dia. A 4 A325 3/4" Bolt Length 2 1/2" Plate Thick. 3/8" Rows Rows PartNo Out In 2 - 0097284 25'-1 1/16" 1.000:12 7 @ 3'-0" Frame Clearances Vert. Clearance at member 1(CX021): 12'-6 5/8" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) U a rN cU CA cf a3 (s� (2) ''06 WBBC2 0 100'-2" BL 25'-0" FRAME CROSS SECTION AT FRAME LINE(S) 4 Shape Name = Storage Wall 4, Frame 2 ek FOR APPROVAL- NOT FOR CONSTRUCTION 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED DY 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. 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 3200 Players Club Circle Memphis TN 38125 FRAME CROSS SECTION AT FRAME LINE(S) 4 REV DATE BY DESCRIPTION BUILDER Tectonic Management Group, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. CUSTOMER Atlantic Aviation Services LOCATION Rifle, Colorado PROJECT Rifle Aviation NTS BUILDERS PO# ---\//P BUILDINGS VARCO PRUDEN A BlueScope Steel Company VPC VERSION: 2015.1a JOBNO 15-007403 01 DATE 8/17/15 DRAWN/CHECK John K. PAGE 27 8/17/2015 7:33:18 FILENAME: 15-007403-01 Rifle Hangar AS DESIGNED RnAPP OVALnS North America, Inc. 7 6 5 4 3 2 1 Frame Member Schedule Part Mem CX022 1 RBX053 2 3 Width Thick WebThk. Depthl 5.0000 .1875 .1644 1'-0" 5.0000 .3125 .1345 1'-1" 5.0000 .3125 .1644 2'-2" 2'-6 1/16" 1'-6 15/16" 2'-0" 4'-6" 3'-6" 4'-0" 8 1/2" Dimension Key Depth2 1'-0" 2'-2" 1'-2" Approx.Lgth 13'-0 1/8" 24'-0 1/4" Approx.Weight 192# 508# E CI 'V- „,,,,,,no WBBC2 °Bolt Connection & Plate Schedule Id Qty Grade Bolt Bolt Dia. Length A 2 A325 3/4” 2 1/2" Plate Thick. 3/8" Rows Rows PartNo Out In 1 - 0097284 N a 4 w 25'-1 1/16" 1.000:12 7 @ 3'-0" 0 f 100'-2" RBX053 Frame Clearances Vert. Clearance at member 1(CX022): 12'-9 5/8" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) rN co cI r CO a3 w 0 cN yU c rn 0 01 a3 w 0 L-i BL 25'-0" FRAME CROSS SECTION AT FRAME LINE(S) 2 Shape Name = Storage Wall 4, Frame 3 J kp FOR APPROVAL- NOT FOR CONSTRUCTION 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED E3Y 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. 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 3200 Players Club Circle Memphis TN 38125 FRAME CROSS SECTION AT FRAME LINE(S) 2 REV DATE BY DESCRIPTION THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUILDER Tectonic Management Group, Inc. CUSTOMER Atlantic Aviation Services LOCATION Rifle, Colorado PROJECT Rifle Aviation NTS BUILDERS PO# 8/17/2015 7:33:20 FILENAME: 15-007403-01 Rifle Hangar AS I V/P BUILDINGS VARCO PRUDEN A BlueScope Steel Company VPC VERSION: 2015.1a JOBNO 15-007403-01 DATE 8/17/15 DRAWN/CHECK John K. PAGE 28 DESIGNED 1361111APPR \ rs North America, Inc. ROD SLOT BACKING PLATE MAY EXIST HARDWARE INSTALLED IN THIS ORDER: HILLSIDE WASHER FLAT WASHER "B" FLAT WASHER "A" HEX NUT WALL BRACE RO D COLUMN / RAFTER HAUNCH ROD SLOT BACKING PLATE MAY EXIST HARDWARE INSTALLED IN THIS ORDER: HILLSIDE WASHER FLAT WASHER "B" FLAT WASHER "A" HEX NUT NOTE! FIELD CUT HOLES IN INSET GIRTS AT INTERFERENCE WITH RODS WALL BRACE ROD WASHERS ROD DIA. NUT A B HILLSIDE 3/8" 095321 096408 46040 043657 1/2" 095230 095872 095946 043657 5/8" 095233 095945 095946 043657 3/4" 095235 095946 095948 043658 7/8" 095237 095947 095948 043658 1" 095238 095948 095949 043659 1 1/8" 095239 095949 095949 043659 COLUMN / RAFTER HAUNCH ROD SLOT BACKING PLATE MAY EXIST HARDWARE INSTALLED IN THIS ORDER: HILLSIDE WASHER FLAT WASHER "B" FLAT WASHER "A" HEX NUT NOTE! FIELD CUT HOLES IN INSET GIRTS AT INTERFERENCE WITH RODS WALL BRACE ROD BRACE FRAME BRACE LOCATION LOCATION 0** 0 0 CLIP REDID W/ THICK FLANGES ROOF SECONDARY MEMBER ALTERNATE CONNECTIONS FLANGE BRACE (GFB—) OR (HFB—) FLANGE BRACE WILL TYPICALLY CONNECT TO THE WEB OF THE FRAME MEMBER. FLANGE BRACE REQUIREMENTS: RULE#1— ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. RULE#2— SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON CROSS SECTION IS NOT ACCOMPANIED BY (2). RULE#3— FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB WHEN PART MARK IS ACCOMPANIED BY (2). RULE#4— WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE CENTER OF THE BUILDING. RULE#5— WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME SIDE OF THE FRAME WEB. ** 10" Sc 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. REV. OATS D5/10/10 REV. NO. 01 BRO2H1 ROD BRACING THRU ROD SLOT COLUMN SHOWN / RAFTER SIMILAR RAKE BEAM NOTE: ALL BOLTS TO BE 1/2" X 1 1/2" A325 BOLTS (49080) (U.N.0.) CONNECTOR CLIP (2 BOLTS) USE JCP— WHEN REQD. (2 BOLTS EACH END) FRAME REINFORCEMENT PLATE (WHEN REQUIRED) ENDPOST BRSX— ENDPOST BRACKET (B BOLTS TO ENDPOST) GIRT (MAY BE INSET) REV. OATS 05/10/10 REV. NO. 02 BRO2J1 ROD BRACING THRU ROD SLOT SIDEWALL COLUMN SHOWN / RAFTER SIMILAR REV. DATE: 07/01/09 REV. NO. 00 BRO6AE TYPICAL FLANGE BRACE CONNECTIONS CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN PURLIN NOTE: ALL BOLTS TO BE 1/2" X 1 1/2" A325 BOLTS (49080) (U.N.0.) 1/2* X 1 1/2" A325 BOLTS (49080) WITH HARDENED WASHER (095572) EACH SIDE (TYP AT PURLIN END OF BRACE) FLANGE BRACE (CHI— OR HFB—) PURLIN NOTE: ALL BOLTS TO BE 1/2" X 1 1/2" A325 BOLTS (49080) (U.N.0.) /4P44°.......°°.° /2" X 1 1 /2" A325 BOLTS (49080) WITH HARDENED WASHER (095872) EACH SIDE / (TYP AT PURLIN END OF BRACE) FLANGE BRACE (GFB— OR HFB—) REV. DATE 07/01/09 REV. NO. 00 BR25BD TOP OF ENDPOST ENDPOST BRACKET TO RAKE BEAM BASIC ERECTION GUIDE REQUIRED FOR THIS PROJECT: 3—PLATE ENDPOST SHOWN — GAGE SIMILAR RAKE BEAM REV. DATE:06/24/11 I REV. NO. 01 BR25CA ENDPOST TOP BETWEEN PURLINS NO CAP CHANNEL — BRACED TO PURLINS ONLY CAP CHANNEL CRA_ (2 BOLTS EACH END) ENDPOST RAKE BEAM PORTAL FRAME (2 OR 4) A325 BOLTS PRI MARY FRAM E 1/2" x 1 1/2" A-325 BOLT (49080) TYP. FLANGE BRACE REQUIREMENTS: PORTAL COLUMN DEPTH WASHERS ROD DIA. NUT A B HILLSIDE 3/8" 095321 096408 46040 043657 1/2" 095230 095872 095946 043657 5/8" 095233 095945 095946 043657 3/4" 095235 095946 095948 043658 7/8" 095237 095947 095948 043658 1" 095238 095948 095949 043659 1 1/8" 095239 095949 095949 043659 BRACE FRAME BRACE LOCATION LOCATION 0** 0 0 CLIP REDID W/ THICK FLANGES ROOF SECONDARY MEMBER ALTERNATE CONNECTIONS FLANGE BRACE (GFB—) OR (HFB—) FLANGE BRACE WILL TYPICALLY CONNECT TO THE WEB OF THE FRAME MEMBER. FLANGE BRACE REQUIREMENTS: RULE#1— ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. RULE#2— SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON CROSS SECTION IS NOT ACCOMPANIED BY (2). RULE#3— FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB WHEN PART MARK IS ACCOMPANIED BY (2). RULE#4— WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE CENTER OF THE BUILDING. RULE#5— WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME SIDE OF THE FRAME WEB. ** 10" Sc 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. REV. OATS D5/10/10 REV. NO. 01 BRO2H1 ROD BRACING THRU ROD SLOT COLUMN SHOWN / RAFTER SIMILAR RAKE BEAM NOTE: ALL BOLTS TO BE 1/2" X 1 1/2" A325 BOLTS (49080) (U.N.0.) CONNECTOR CLIP (2 BOLTS) USE JCP— WHEN REQD. (2 BOLTS EACH END) FRAME REINFORCEMENT PLATE (WHEN REQUIRED) ENDPOST BRSX— ENDPOST BRACKET (B BOLTS TO ENDPOST) GIRT (MAY BE INSET) REV. OATS 05/10/10 REV. NO. 02 BRO2J1 ROD BRACING THRU ROD SLOT SIDEWALL COLUMN SHOWN / RAFTER SIMILAR REV. DATE: 07/01/09 REV. NO. 00 BRO6AE TYPICAL FLANGE BRACE CONNECTIONS CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN PURLIN NOTE: ALL BOLTS TO BE 1/2" X 1 1/2" A325 BOLTS (49080) (U.N.0.) 1/2* X 1 1/2" A325 BOLTS (49080) WITH HARDENED WASHER (095572) EACH SIDE (TYP AT PURLIN END OF BRACE) FLANGE BRACE (CHI— OR HFB—) PURLIN NOTE: ALL BOLTS TO BE 1/2" X 1 1/2" A325 BOLTS (49080) (U.N.0.) /4P44°.......°°.° /2" X 1 1 /2" A325 BOLTS (49080) WITH HARDENED WASHER (095872) EACH SIDE / (TYP AT PURLIN END OF BRACE) FLANGE BRACE (GFB— OR HFB—) REV. DATE 07/01/09 REV. NO. 00 BR25BD TOP OF ENDPOST ENDPOST BRACKET TO RAKE BEAM BASIC ERECTION GUIDE REQUIRED FOR THIS PROJECT: 3—PLATE ENDPOST SHOWN — GAGE SIMILAR RAKE BEAM REV. DATE:06/24/11 I REV. NO. 01 BR25CA ENDPOST TOP BETWEEN PURLINS NO CAP CHANNEL — BRACED TO PURLINS ONLY CAP CHANNEL CRA_ (2 BOLTS EACH END) ENDPOST RAKE BEAM PORTAL FRAME (2 OR 4) A325 BOLTS PRI MARY FRAM E 1/2" x 1 1/2" A-325 BOLT (49080) TYP. FLANGE BRACE REQUIREMENTS: PORTAL COLUMN DEPTH FLANGE BRACE > 24" & < 36" H FB4106 > 36" & <48" HFB6032 NOTES: ▪ FIELD DRILL 9/16" HOLES IN PRIMARY AND PORTAL FRAME WEBS FOR FLANGE BRACE CONNECTIONS. ▪ DRILL 9/16" HOLE IN PORTAL FRAME COLUMN WEB APPROX. 2" FROM BOLTING PLATE CD BEAM q. SEE ERECTION DRAWINGS FOR LOCATIONS, PART MARKS AND BOLT QUANTITIES AND SIZES COLUMN BRACE ROD CLEVIS PIN W/ COTTER PIN (SEE ERECTION DWGS) BRACE STRUT WHERE SLOTTED HOLES ARE PRESENT, BOLTS ARE SLIP CRITICAL AND MUST BE FULLY PRE TENSIONED. FAYING SURFACES MUST BE PAINT FREE. IF PAINT IS FOUND ON FAYING SURFACES IN SLOTTED CONNECTIONS REMOVE WITH LIGHT GRINDING. STANDARD HARDENED WASHERS ARE REQUIRED OVER ALL SLOTS. SEE ERECTION DRAWINGS FOR MARK NUMBERS AND QUANTITIES. REV. DATE:08/18/14 REV. NO. 02 BR12J1 PORTAL FRAME DETAIL CONNECTION TO FRAME REV. DATE:06/23/11 REV. NO. 01 BR15JC WALL STRUT BRACING THREE—PLATE STRUT IN WALL REV. DATE:12/16/13 IREV. NO. 03 BR25CJ ENDPOST TOP BETWEEN PURLINS CAP CHANNEL — BRACED TO PURLINS ONLY NOTE: ALL BOLTS TO BE 1/2" X 1 1/2" A325 BOLTS (49080) (U.N.0.) JCP051140 ON ONE SIDE OF PURLIN AT FLANGE BRACE CONNECTION (WASHERS NOT REQUIRED) PURLIN \—FLANGE BRACE (GFB— OR HFB—) MUST BOLT THROUGH JCP051140 ALTERNATE JCP— LOCATION REV. DATE 07/01/09 REV. NO. 00 BR25DH ENDPOST TOP BRACING PURLIN REINFORCEMENT REFER TO: FULL FRAME RAKE BEAM VARCO PRUDEN BUILDINGS BASIC ERECTION GUIDE 1/2" x 1 1/2" A325 BOLTS (49080) FILL ALL HOLES NOTE: CLIP MAY BE SHOP WELDED TO RAKE BEAM The Field Guide for correctly storing and erecting Varco Pruden Metal Building Systems FULL FRAME TO ENDPDST CLIP (FFC2) 3—PLATE ENDPOST BACK COVER: 4001 BASIC ERECTION GUIDE REV. DATE:01 /30/14 REV. NO. 00 EN V002 BASIC ERECTION GUIDE — STRUCTURAL REV. DATE:06/21/11 REV. N0. 01 P F10CA 3—PLATE ENDPOST TO FULL FRAME FULL FRAME ENDWALL 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. THE 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. 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. F = FEET I = INCHES E = EIGHTHS G = GAGE 0 = OPERATION C = FIN /COLOR PANEL/COVERING W1 3 1 1 7 2 6 1 KTD * F F I I EGG 0C CC LENGTH CODE INSULATION 16 1 3 0 1 0 3 6 0 3 0 W V * * F F F I I I I I I E C C LENGTH WIDTH THK CODE SECONDARY (STANDARD) 0 B Z 1 9 1 1 4 1 7 * ** F F I IEGG * DEPTH' LENGTH SHAPE * * * GAGE ADJUST.CODES SECONDARY (SPECIAL) 0 0 1 0 8 Z 1 9 1 1 4 1 7– —- 4** *** F F I I E G G « COUNTER DEPTH& LENGTH GAGE ADJUST.CODES SHAPE 4 ROD BRACING 0 3 R S 2 5 1 0 1 E* * F F I I DIA LENGTH CX*** = COLUMN (PLATE) CGX*** = COLUMN (GAGE) WCX*** = COLUMN (HOTROLL) RBX*** BGX*** WRX*** TRX*** = RAFTER (PLATE) = RAFTER (GAGE) = RAFTER (HOTROLL) = TRUSS RAFTER ICX*** = INTERIOR COLUMN PCX*** = PIPE COLUMN TCX*** = TUBE COLUMN EPX*** = ENDPOST (PLATE) EGX*** = ENDPOST (GAGE) CBX*** = CANOPY (PLATE) CBX*** = PIGGYBACK CANOPY DCC*** = 8 1/2" GAGE POST DCE*** = 10" GAGE POST RS = THREADS BOTH ENDS RT = THREADS ONE END — CLEVIS ONE END RU = CLEVIS BOTH ENDS RP = THREAD BOTH ENDS — NO HILLSIDES REV. DATE:08/29/12 REV. NO. 01 EN 50B1 MARK NUMBER KEY COMMON GENERATED MARK NUMBERS FOR APPROVAL- NOT FOR CONSTRUCTION VP Buildings 3200 Players Club Circle Memphis TN 38125 PRIMARY BRACING SEDS REV DATE BY DESCRIPTION THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUILDER Tectonic Management Group, Inc. CUSTOMER Atlantic Aviation Services LOCATION PROJECT Rifle, Colorado Rifle Aviation NTS BUILDERS PO# 8/17/2015 7:33:21 v VP BUILDINGS VARCO PRUDEN A BlueScope Steel Company VPC VERSION: 2015.1a JOBNO 15-007403-01 DATE 8/17/15 DRAWN/CHECK John K. PAGE 29 FILENAME: 15-007403-01 Rifle Hangar AS DESIGNED FORnP T 1[V VHL North America, Inc. Secondary Part Schedule Mark Part SBX011 SBX012 SBX013 SBX014 SBX015 SBX016 SBX017 SBX018 SBX019 SBX020 SBX021 SBX022 SBX023 SBX024 SBX025 SBX026 SBX027 SBX028 SBX029 SBX030 SBX031 SBX032 SBX033 E16 00111ES2711416B01 E17 11E2811416DDB01 E18 11E2511416DDB01 E19 00211ES2911416B01 E27 00110ES3000411B00 E28 10E2900411DDB00 E31 10E2606411DDB00 E33 00310ES3000411B00 E34 00311ES1703416B01 E35 00411ES3207416B01 E37 00410ES0600411000 E38 10E2606414DDB00 E39 00210ES0600417000 P100 10Z350041344B0 P101 10Z350041244B0 P102 10Z3100414B5B0 P103 10Z3100413B5B0 P105 10Z0606417BV00 P106 10Z0602017CV00 P107 10Z350041444B0 P108 11Z1709413ABA0 P109 10Z370041655B0 P110 10Z3100412B5B0 P111 10Z340641255B0 P30 11Z3111411A5B0 P31 11Z3111413A5B0 P34 11Z361141355B0 P35 11Z36114155580 P36 11Z361141655B0 P42 11Z3311411A5B0 P48 11Z3311413A5B0 P58 11Z311141344B0 P59 11Z311141544B0 P60 11Z311141644B0 P67 11Z3111415A5B0 P78 10Z3400412A5B0 P79 10Z3400411A5B0 P80 10Z370041355B0 P81 10Z370041255B0 P82 10Z370041155B0 P83 10Z370041555B0 P84 10Z370041455B0 P94 11Z2911411D5B0 P97 11Z1709416ABA0 P98 10Z350041644B0 P99 10Z350041544B0 5 4 3 Frame Member Schedule Part Width SBX011 5" SBX012 6" SBX013 6" SBX014 SBX015 SBX016 6" SBX017 SBX018 6" SBX019 SBX020 6" SBX021 6" SBX022 6" SBX023 6" SBX024 6" SBX025 SBX026 6" SBX027 SBX028 SBX029 SBX030 6" SBX031 6" SBX032 SBX033 511 5" 5 " 6" 8" 6" 5" 8" 5" 5" Thick. .3750 .3125 .2500 .3750 .3125 .2500 .3750 .3125 .3750 .3125 .3750 .3125 .3125 .2500 .2500 .3125 .3125 .2500 .2500 .3750 .3125 .3125 .3125 OPart Mark Key 1 RKCB15 2 RKCH15 (+) SSR Fixed Clip Location 4'-10" 1'-3" 1'-0" Dimension Key Thick. Depth 0.1345 10" 0.1345 10" 0.1345 10" 0.1345 10" 0.1345 10" 0.1345 10" 0.1345 10" 0.1345 10" 0.1345 11 1/2" 0.1345 11 1/2" 0.1345 11 1/2" 0.1345 11 1/2" 0.1345 11 1/2" 0.1345 11 1/2" 0.1345 11 1/2" 0.1875 11 1/2" 0.1345 11 1/2" 0.1345 11 1/2" 0.2500 11 1/2" 0.1345 11 1/2" 0.1644 11 1/2" 0.1345 11 1/2" 0.1345 11 1/2" 0.0680 11 1/2" 0.0680 11 1/2" 0.0680 11 1/2" 0.0680 11 1/2" 0.1130 10" 0.1130 10" 0.1130 10" 0.1130 10" 0.0680 11 1/2" 0.0680 11 1/2" 0.1130 10" 0.0790 10" 0.0600 10" 0.0880 10" 0.0980 10" 0.0790 10" 0.0880 10" 0.0600 10" 0.0600 10" 0.0790 10" 0.0880 11 1/2" 0.0680 10" 0.0980 10" 0.0980 10" 0.1130 11 1/2" 0.0880 11 1/2" 0.0880 11 1/2" 0.0730 11 1/2" 0.0680 11 1/2" 0.1130 11 1/2" 0.0880 11 1/2" 0.0880 11 1/2" 0.0730 11 1/2" 0.0680 11 1/2" 0.0730 11 1/2" 0.0980 10" 0.1130 10" 0.0880 10" 0.0980 10" 0.1130 10" 0.0730 10" 0.0790 10" 0.1130 11 1/2" 0.0680 11 1/2" 0.0680 10" 0.0730 10" Webthk Depthl .1345 10" .1345 10" .1345 10" .1345 10" .1345 10" .1345 10" .1345 10" .1345 10" .1345 11 1/2" .1345 11 1/2" .1345 11 1/2" .1345 11 1/2" .1345 11 1/2" .1345 11 1/2" .1345 11 1/2" .1875 11 1/2" .1345 11 1/2" .1345 11 1/2" .2500 11 1/2" .1345 11 1/2" .1644 11 1/2" .1345 11 1/2" .1345 11 1/2" Lap Detail RS12PH,RS12PA RS12PE,RS12PA RS12PA,RS12PE RS12PH,RS12PA RS12PH,RS12PA RS12PA RS12PA RS12PH,RS12PA RS12PF,RS12PE RS12PF,RS12PE RS12PH,RS12PA RS12PA RS12PH,RS12PA 2'-10 1/2" RSO1U1 2'-10 1/2" RSO1U1 3'-10 1/2" RSO1U1,RSO1TC 3'-10 1/2" RSO1U1,RSO1TC RSO1TC RSO1U1 2'-10 1/2" RSO1U1 RSO2T1,RSO1TC 3'-10 1/2" RSO1U1 3'-10 1/2" RSO1TC,RSO1U1 3'-10 1/2" RSO1U1 3'-10 1/2" RSO2T1,RSO1U1 3'-10 1/2" RSO2T1,RSO1U1 3'-10 1/2" RSO1U1 3'-10 1/2" RSO1U1 3'-10 1/2" RSO1U1,RSO1T1 3'-10 1/2" RSO2T1,RSO1U1 3'-10 1/2" RS02T1,RS01u1,RSO1T1 2'-10 1/2" RSO1U1 2'-10 1/2" RSO1U1 2'-10 1/2" RSO1U1,RSO1T1 3'-10 1/2" RS02T1,RS01U1,RS01T1 3'-10 1/2" RSO2T1,RSO1U1 3'-10 1/2" RSO2T1,RSO1U1 3'-10 1/2" RSO1U1 3'-10 1/2" RSO1U1 3'-10 1/2" RSO1U1 3'-10 1/2" RSO1U1 3'-10 1/2" RSO1U1 3'-10 1/2" RSO1U1 RSO2T1,RSO1TC 2'-10 1/2" RSO1U1 2'-10 1/2" RSO1U1 Approx. Lgth 30'-0 3/4" 30'-0 3/4" 29'-0 1/2" 29'-0 1/2" 26'-6 1/2" 26'-6 1/2" 30'-0 3/4" 30'-0 3/4" 27'-11 7/16" 27'-11 7/16" 28'-10 7/8" 28'-l0 7/8" 25'-10 7/8" 25'-10 7/8" 29'-11 7/16" 29'-11 7/16" 29'-11 7/16" 17'-3 3/4" 32'-7 3/4" 32'-7 3/4" 32'-7 3/4" 32'-7 3/4" 32'-7 3/4" 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. a_ { wr NM aw co or -i aw Elli 200'-0" 0 X PQ '-4 --------------------------------------------- a -- H X ---cn a N o a mmil0 410 411, o a -- a ---------------- m >1 0 a H 0 a tn-----10-- X cq a, O X wa x a 25'-0" rnrt -- 41 a wa OAP 01 N 0 X 04 CO w a 43 oa a SBX030(Typ.) M 0 X rn N M O X rn X m 0 X rn N wx m --, m , N -4 F. X----- ----- co ----- oo ----- 0- M w a a a - V) (1) IR Heater > yr ' >1 ----------- H ---w-w---H- ------- o o IR Heater co co a a N '� 0 CQ O-----ao------ao -----o--co---0-� a a a ▪ a Xx V) (1) -4 ----------------------------------- a Fire Sprinkler Main 0 0 0 N ›, w - m X a w a H r' -x.rn - - cn- ----(n------�--------- - O1 - O> - a) a_ a o a Fan 0� a O IR Heater a ---------------------------------------- >, o H co -- a, O O a a ?' H IR Heater ---�' Fan M cr O co co ao X a a a Fire Sprinkler Main M co -,t � r1 " a N 0, a --- M ----- V -- 0 0 X X as � ---(A------V)-- a w 0 N 44 Fire Sprinkler Main a 0'4 N a co N a --1-P78 --- I I P79(Typ.) I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I Fire Sprinkler Main N-- 0 a Cn_- 1- 1 - BL 7 SBX025 SBX026 tFurnace j � �I 1 P42 r ---P48 (Typ' ) I I I SBX023 I I I I SBX024 (3° { P48(Flip) -P48(Flip) -, A 2R1B7 AA E19 29'-0" f P94 1 1 1 P58 I 1 1 1 1 P59 P60 i P60 f 1 SBX021 I I I I SBX022 iFurnac+34 I I P35 1 P36(Typ.) I I I SBX021 1 Furnace' SBX022 P34 P35 SBX021 1 1 1 1 SBX022 1-P36 (Typ. ) 1 1 1 1 I I I �- -P60(Flip)- 1 I P60 (Flip) -_ A ,2R1B6\ A E18 ' 26'-0" 1 1 1 P36(Flip) -� -P36 (Flip) -n A '2R1B5\ A E17 29'-0" P36(Flip)�� A n E17 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. 29'-0" 200'-0" { p34 Furnace P35 1 r--�-P35-1 1-----11-P36-1_-____I 1 1 1 1 1-----1-P36-1-____1 1 1 1 1 i--P36(Flip)-1 P36(Flip) V7 A '/2R1B3'\ A E17 29'-0" SBX021 1 1 1 SBX022 f 1 1 pFurnace P34 1 P35-1 P36 SBX019 1 1 1 SBX020 FFurnace �f-P 3 6 I I �--P36 (Flip) P36(Flip)�� A , E17 2R1B2\ A 29'-0" �/ A f P31 P311----1 p671 I I P67 I I 1 P67 (Flip) -1 P67 (Flip) -77 2R1B1 A E16 27'-0" BL J Q ROOF SECONDARY PLAN Shape Name = Atlantic Hangar, Shape = Office, Shape = Storage 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 3200 Players Club Circle Memphis TN 38125 01 N 0 0 < N N 01 01 M _I L_b 1M BL 0 0 N N Ln rn N 0 0 o Secondary Bracing Schedule Id Qty Mark No 1 468 CPBB050108(Typ.) 2 30 CPBA041110 3 26 CPBRA011102 4 70 PBA0310 5 55 CPBB030108 6 84 CPBB030408 7 28 CPBA030210 8 28 CPBB030004 9 62 PBA0302 10 5 PBA0210 See SED: BRO9JR, BRO9JG, BRO9RY, BRO9RZ, BRO9PH, BRO9JH, BRO9K5, BRO9K2, Spacing 5'-0" 5'-0" 1'-6 7/16" 3'-6 5/8" 3'-0" 3'-3" 3'-3" 2'-10 11/16" 2'-10 5/8" 2'-6 1/16" BRO9PK BRO9PW FOR APPROVAL- NOT FOR CONSTRUCTION ROOF SECONDARY PLAN REV DATE BY DESCRIPTION BUILDER Tectonic Management Group, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. CUSTOMER Atlantic Aviation Services LOCATION Rifle, Colorado PROJECT Rifle Aviation 8/17/2015 NTS 7:33:24 BUILDERS PO# V VP BUILDINGS VARCO PRUDEN A BlueScope Steel Company VPC VERSION: 2015.1a JOBNO 15-007403-01 DATE 8/17/15 DRAWN/CHECK John K. PAGE 30 FILENAME: 15-007403-01 Rifle Hangar AS DESIGNED FOR nAppRoyAcing North America, Inc. BRACE ¢ FRAME BRACE LOCATION LOCATION ROOF SECONDARY MEMBER BOLTS BRACE FRAME LOCATION MA1 CLIP BRACE LOCATION BOLTS FIELD DRILLING OF 9/16" DIA. HOLE MAY BE REQUIRED /00F/WALL ECONDARY EMBER MAY BE INSET) BOLTS BRACE LOCATION FRAME BRACE BOLTS LOCATION ERECTION NOTE: WHEN A CHANNEL BRACE DOES NOT LINE UP WITH ANOTHER CHANNEL BRACE OR THE SLOTS IN THE PURLIN WEB FOR A DROP PIN CONNECTION BEND THE CHAN NEL TABS TOWARD THE PURLIN WEB AND USE A SELF -DRILLER (55307) TO ATTACH. CHANNEL PURLIN BRACE (CPB-)(TYP.) FLANGE BRACE WILL TYPICALLY CONNECT TO THE WEB OF THE FRAME MEMBER. INSULATION VAPOR BARRIER W99 C2 CLIP SEE DETAIL BELOW FBLC2 FIELD SLOT LINER OR VAPOR BARRIER CHANNEL BRACE (CPB-) CHANNEL BRACE (CPB-) FIELD BEND WHERE REQ.'D ALTERNATE CONNECTIONS FLANGE BRACE (GFB-) OR (HFB-) FLANGE BRACE REQUIREMENTS: RULE#1- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. RULE#2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON CROSS SECTION IS NOT ACCOMPANIED BY (2). RULE#3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB WHEN PART MARK IS ACCOMPANIED BY (2). RULE#4- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE CENTER OF THE BUILDING. RULE#5- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME SIDE OF THE FRAME WEB. ** 10" & 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. REV. DATE: 07/01/09 REV. NO. 00 BR06AE FLANGE BRACE (GFB-) OR (HFB-) PURLIN 1/2" x 1 1/2" A325 BOLT (TYP) WITH HARDENED WASHER (095572) 3/4" AGAINST PURLIN BOLT FBLC2 CUP TO ZEE/CEE W/ (2) 1/2E A325T BOLTS (49080) W/ WASHERS (095872) AGAINST ZEE/CEE MEMBER DETAIL BRO9JG PURLIN ALTERNATE CONNECTIONS TYPICAL FLANGE BRACE CONNECTIONS CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN REV. DATE03/31 /15 REV. NO. 03 BR06K3 INSULATION VAPO BARRIER USE WHEN CHANNEL BRACE DOES LINE UP WITH THE SLOTS IN THE PURLIN WEB. USE WHEN CHANNEL BRACE DOES NOT LINE UP WITH THE SLOTS IN THE PURLIN WEB. (6) 1/4"-14 1 1/4" (55307) ALTERNATE CONNECTIONS ROOF/WALL FLANGE BRACING PURLIN/GIRT WITH INSULATION VAPOR BARRIER REV. DATE:08/12/15 REV. NO. 02 BRO6J3 ERECTION N OTE: CHANNEL BRACES THAT END AT A PURLIN WEB, BUT DO NOT HAVE TABS TO BEND AND SECURE. INSERT CLIP (544015) THROUGH WEB SLOTS AND USE A DROP PIN TO ATTACH TO CHANNEL BRACE. USE (1) 11/32" X 1 1/4" T-45 GRAY SCRUBOLT D97352) SCRUBOLT NUT (097267) HEAD OF SCRUBOLT TO BE ON OUTSIDE OF EAVE STRUT (1) 1/4" X 6 1/4" DROP PIN (097556) USE (2) 1/2" GALV. HEX NUTS (47120) LOCATE 1) NUT ON EACH SIDE OF PURLIN USE TOP HOLE OF ANTI -ROLL CLIP IF PRESENT. ROOF/WALL FLANGE BRACING PURLIN/GIRT WITH LINER OR INSUL. VAPOR BARRIER AT EAVE STRUT BEND PBA TABS AND USE (2)11/32" X 1 1/4" T-45 GRAY SCRUBOLT (097352) AND SCRUBOLT NUT (097267) (HEAD OF SCRUBOLT TO BE ON OUTSIDE OF EAVE STRUT) SEE FACE OF EAVE STRUT VIEW FOR TAB ATTACHMENT EAVE PURLIN BRACE ASSY. (PBA-) REV. DATE: 04/01 /11 'REV, NO. 01 BRO9JG CHANNEL BRACE ENDING AT PURLIN WEB SELF -DRILLER WITH BENT TABS REV. DATE 07/01/D9 REV. NO. OD BRO9JH SINGLE CHANNEL PURLIN BRACE ENDING AT PURLIN WEB LOCATION CHANNEL PURLIN BRACE (CPB-) (TYP.) NOTE: 1. SEE CHART FOR RIDGE BRACE ASSEMBLY SELECTION. 2. NEST CHANNELS TO ACHIEVE 5" BETWEEN HOLES AND USE DROP PINS TO SECURE. SECTION (2) 1/4" x 6 1/4" DROP PINS (097556) NEST AND R OTAT E CHANNELS TO ALIGN HOLES USED TO SECURE WITH DROP PINS (2) 1/4-14 x 1 1/4" STRUCT. SCREWS (5 5307) FACE OF EAVE STRUT PURLIN CHANNEL RIDGE BRACE ASSEMBLY (CPBR-) WEB ENDING CLIP (0544015) PURLIN USE WHEN CHANNEL BRACE DOES LINE UP WITH THE SLOTS IN THE PURLIN WEB. USE WHEN CHANNEL BRACE DOES NOT LINE UP WITH THE SLOTS I N THE PURLIN WEB. EAVE STRUT BRACE STRAP (ESBS1) AT 8 1/2", 10" 11 1/2" EAVE STRU T (JCP051050) AT 7" EAVE STRUT EAVE PURLIN BRACE (PBA-) AT 8 1/2", 10", 11 1/2" PURLINS. (NOT REQ. AT 7" PURLIN TO 7" EAVE STRUT) PURLIN AVE STRUT REV. DATE: 04/01 /11 REV. NO. 01 BRO9JR CHANNEL BRACE ENDING AT PURLIN WEB WEB ENDING CLIP WITH DROP PIN REV. DATE:01 /07/13 'REV. N0. 04 BRO9K2 EAVE BRACE STRAP AND EAVE PURLIN BRACE LOCATED AT EAVE - CENTERLINE OF FRAME NOTE: FOR LOW OR HIGH EAVE LOCATIONS. REV. DATE:11 /26/12 REV. NO. 04 BRO9K5 EAVE STRUT PURLIN EAVE PURLIN BRACE ASSY. (PBA-)(TYP.) SEE ERECTION DRAWINGS FOR LOCATION PURLIN EAVE STRUT BRACE REV. ❑ATE 07/01 REV. NO. OD BRO9PH SINGLE CHANNEL PURLIN BRACE INTERMEDIATE LOCATION REV. GATE: 07/01/D9 REV. NO. OD BRO9PK CHANNEL RIDGE BRACE ASSEMBLY SINGLE BRACE AT SYMMETRICAL RIDGE CHANNEL PURLIN BRACE (CPB-)(TYP.) END FRAME h' (1) PURLIN BRACE CHANNEL (2) PURLIN BRACE END BAY INT. FRAME O O INT. FRAME (1) PURLIN BRACE CHANNEL INTERIOR BAY INT. FRAME T T 111111 ADJUST, CODES CHANNELS (3) PURLIN BRACE CHANNELS (4) PURLIN BRACE CHANNELS O 0 GAGE (2) PURLIN BRACE J 0 CHANNELS 0 1 Q EIGHTHS INCHES LENGTH FEET 1 1 J 1 (4) PURLIN BRACE CHANNELS 1 1 1 millimeters) SHAPE DEPTH PURLIN STANDARD NOTES: - PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES. THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: 0 - DO NOT INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. FLIPPED PURLIN 1 - INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS. - INSTALL PURLIN BRACES AT THE RIDGE AND WORK TOWARD THE EAVE. - CHANNEL BRACE MAY BE LOCATED IN EITHER SET OF SLOTS IN CLUSTER PROVIDED THEY ARE ALIGNED FROM EAVE TO EAVE IN A GIVEN BAY. REV. OATS 07/01/09 REV. NO. OD BRO9PW SINGLE CHANNEL PURLIN BRACE REVERSE TOP FLANGE LOCATION REV, DATE:07/01/09 REV, NO.00 B R 09 RY PURLIN BRACE CLUSTER LOCATION END BAY CHANNEL LOCATION STANDARD NOTES: 3" TYPICAL --�~ CLUSTER DEPTH SHAPE GAGE - PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES. THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: 0 - DO NOT INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. ] - INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION, SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS. 07 = 7" 08 = 8 1/2" 1D = 10" 11 = 11 1/2" Z = ZEE C = CEE E = LOW EAVE STRUT H = HIGH EAVE STRUT - INSTALL PURLIN BRACES AT THE RIDGE AND WORK TOWARD THE EAVE. - CHANNEL BRACE MAY BE LOCATED IN EITHER SET OF SLOTS IN CLUSTER PROVIDED THEY ARE ALIGNED FROM EAVE TO EAVE IN A GIVEN BAY. REV. DATE:07/01 /09 1 REV. NO. 00 BRO9RZ PURLIN BRACE CLUSTER LOCATION INTERIOR BAY CHANNEL LOCATION 11 = 0.113 12 = 0.098 13 = 0.088 14 = 0.079 15 = 0.073 16 = 0.065 17 = 0.060 REV, DATE: 07/01/09 REV. NO.00 EN51B1 SECONDARY PART MARK NUMBER COMMON GENERATED MARK NUMBERS 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. THE 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. 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 ACCORDANCE 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. FOR APPROVAL- NOT FOR CONSTRUCTION VP Buildings 3200 Players Club Circle Memphis TN 38125 ROOF SECONDARY SED'S REV DATE BY DESCRIPTION BUILDER Tectonic Management Group, Inc. CUSTOMER Atlantic Aviation Services JOBNO 15-007403-01 PROJECT Rifle Aviation NTS 8/17/2015 7:33:26 BUILDERS PO# VP BUILDINGS VARCO PRUDEN DATE 8/17/15 A BlueScope Steel Company VPC VERSION: 2015.1a PAGE FILENAME: 15-007403-01 Rifle Hangar AS DESIGNED FORnix po [lJV Lg North America, Inc. 31 T-TTTT_ ROOF PITCH PART RANGE NUMBER .25 TO 1.99 N/A 111111 ADJUST. CODES 2.5 TO 3.49 ESH2 3.5 TO 4.00 ESH3 GAGE EIGHTHS INCHES LENGTH FEET (millimeters) SHAPE DEPTH COUNTER DEPTH SHAPE GAGE 07 = 7" ZS = ZEE 11 = 0.113 08 = 8 1/2" CS = CEE 12 = 0.098 10 = 10" ES = LOW EAVE STRUT 13 = 0.058 1 1 = 1 1 1 /2" HS = HIGH EAVE STRUT 14 - 0.079 BB = BACK TO BACK CEE FB = FACE TO BACK CEE 15 = 0.073 FF = FACE TO FACE CEE 16 = 0.068 17 = 0.060 REV. DATE; 07/D1/09 I REV. NO. 00 SPECIAL SECONDARY PART MARK KEY COMMON GENERATED MARK NUMBERS EN5182 PG1 CLIP ERECTIO\ DAW\C PAST vAR C 1 W 1 B 3 3AY \UV 3E CA\OPY (c)/PATTO\(P)/ OOF()/WALL(W) \UVER 3„ILDI\G SHAPE THE 3AY/\DLE COBE 3E\TflES T -E ULD\C CA\OPY/PATTO\/ ooF/wALL PLA\E A\3 SAY REV. DATE; 01/31 /13 I REV. NO. 01 EN51B3 SECONDARY BUNDLE LOCATION KEY ALL SECONDARY DEPTHS PG1 CLIP BOLTED CLIP CONNECTION ALT. CONNECTION ALT. CONNECTION REV. DATE:06/17/15 REV. NO. D2 RS01T1 CLIPS MAY BE REQUIRED FOR PURLIN TO FRAME CONNECTIONS. REFER TO INDIVIDUAL FRAME CROSS SECTIONS FOR BOLTED CLIP PART NUMBERS AND THEIR LOCATIONS. 7" & 8 1/2" PURLINS PURLIN CONNECTION AT INTERIOR FRAME CONTINUOUS PURLINS EPC3 (WELDED) PG1 CLIP WELDED CLIP CONNECTION WELDED CLIP CONNECTION ALT. CONNECTION ALT. CONNECTION (10") ALT. CONN. (11 1/2") WELDED CLIP CONNECTION ALT. CONNECTION (4) 1/2" A307 THIN HEAD BOLT (096636) & NUT (095032) EAVE STRUT ENDBAY ROOF PURLIN EAVE STRUT BOLTED CLIP CONNECTION ALT. CONNECTION BOLTED CLIP CONNECTION PG1 CLIP (BOLTED) CLIPS MAY BE REQUIRED FOR PURLIN TO FRAME CONNECTIONS. REFER TO INDIVIDUAL FRAME CROSS SECTIONS FOR BOLTED CLIP PART NUMBERS AND THEIR LOCATIONS. ALT. CONNECTION CLIPS MAY BE REQUIRED FOR PURLIN TO FRAME CONNECTIONS. REFER TO INDIVIDUAL FRAME CROSS SECTIONS FOR BOLTED CLIP PART NUMBERS AND THEIR LOCATIONS. REFER TO ERECTION DRAWINGS FOR ALL CLIP MARK NUMBERS AND LOCATIONS. j EAVE STRUT BRACE STRAP (ESBS1) AT 8 1/2", 10", 11 1/2" PURLINS. USE (JCP051050) AT 7" PURLINS. THREE LAP BOLTS REQD. AT ALL LAP ENDS 10" & 11 1/2" PURLINS REV. DATE:08/17/15 REV. NO. D2 RS01TC PURLINS AT INTERIOR FRAME SIMPLE PURLINS W/CLIP REV. DATE:06/17/14 REV. NO. 02 RSO1U1 BOLTED CLIP CONNECTION (REFER TO CROSS SECTION) ALT. CONNECTION (10") STD. CONN. (11 1/2") RAKE BEAM SHIM PLATE (SEE CHART) (2) 1/2" X 2" A325 BOLT (097280) SHIM PLATE ROOF PITCH PART RANGE NUMBER .25 TO 1.99 N/A 2.0 TO 2.49 ESH1 2.5 TO 3.49 ESH2 3.5 TO 4.00 ESH3 FRAME OR SOLDIER COLUMN PURLINS AT INTERIOR FRAME CONTINUOUS PURLINS REV. DATE:06/17/15 REV. NO. 02 RSO2T1 PURLIN CONNECTION TO END FRAME CONTINUOUS PURLINS ANTI -ROLL PURLIN CLIPS WHEN REQUIRED BY DESIGN REV. DATE:03/26/15 REV. NO, 01 RS12PA EAVE STRUT CONNECTION AT INTERIOR FRAME EAVE STRUT EAVE STRUT BRACE STRAP (ESBS1) (4) 1/2" A307 THIN HEAD BOLT (096636) & NUT (095032) NOTE: EAP2 PLATE ONLY REDID. WHEN CALLED OUT ON FRAME CROSS SECTION SHIM PLATE ROOF PITCH PART RANGE NUMBER .25 TO 1.99 N/A 2.0 TO 2.49 N /A 2.5 TO 3.49 ESH1 3.5 TO 4.00 ESH2 SHIM PLATE ROOF PITCH PART RANGE NUMBER .25 TO 1.99 N/A 2.0 TO 2.49 ESH1 2.5 TO 3.49 ESH2 3.5 TO 4.00 ESH3 SHIM PLATE (SEE CHART) EAVE STRUT SHIM PLATE (SEE CHART) SHIM PLATE (SEE CHART) PLATE (EAP2) PLATE (EAP1) SI DEWALL OR SOLDIER COLUMN -� ROOF BEAM ROOF BEAM ROOF BEAM (2) 1/2" X 2" A325 BOLT (097280) SHIM PLATE ROOF PITCH PART RANGE NUMBER .25 TO '1.99 N/A 2.0 TD 2.49 N/A 2.5 TO 3.49 ESH1 3.5 TO 4.00 ESH2 BOLT EAVE STRUT AND EAP1 PLATE TO FRAME W/ (8) 1/2" X 2" A325 BOLT (097280) LOW EAVE STRUT SHOWN - HIGH EAVE STRUT USES SIMILAR PARTS. BOLT EAVE STRUT AND EAP2 PLATE TO FRAME W/ (6) 1/2" X 2" A325 BOLT (097280) *1'-0" AT 7" & 8 1/2" OUTSET 1'-3" AT 10" & 11 1/2" OUTSET LOW EAVE STRUT SHOWN - HIGH EAVE STRUT USES SIMILAR PARTS. 1'-3" AT 10" & 11 1/2" OUTSET LOW EAVE STRUT SHOWN - HIGH EAVE STRUT SIMILAR REV. DATE:03/26/15 REV. NO. 04 REV. DATE:03/26/15 REV. N0.02 REV. DATE:03/26/15 REV. NO. 01 RS12PE RS12PF RS12PH EAVE STRUT CONNECTION AT END FRAME 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. THE 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. 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 ACCORDANCE 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. VP Buildings 3200 Players Club Circle Memphis TN 38125 ROOF SECONDARY SED'S DESCRIPTION BUILDER Tectonic Management Group, Inc. CUSTOMER Atlantic Aviation Services PROJECT Rifle Aviation BUILDERS PO# JOBNO 15-007403-01 8/17/2015 7:33:28 V VP BUILDINGS VARCO PRUDEN A BlueScope Steel Company VPC VERSION: 2015.1a DATE 8/17/15 DRAWN/CHECK John K. PAGE 32 FILENAME: 15-007403-01 Rifle Hangar AS DESIGNED r' "�RV V HL North America, inc. Secondary Part Schedule Mark G10 G235 G291 G293 Part 08Z34114174400 08Z33114175500 08Z32114173300 08Z31114172200 G365 (F1i08Z3311417D500 G367 08Z3311415D500 G370(F1U08Z3011417D400 G371 G372 G382 G385 G45 G473 G474 G475 G476 G496 G497 G55 3 2 1 08Z3011416D400 08Z3011415D400 08Z3002417Q100 08Z2802417Q100 08Z30114171100 08Z2711417D300 08Z3111416D400 08Z3111415D400 08Z3111417D400 00108ZS190521700 00208ZS170551700 08Z3311413D500 2'-0" 3'-0" 1'-6" Dimension Thick. Depth 0.0600 8 1/2" 0.0600 8 1/2" 0.0600 8 1/2" 0.0600 8 1/2" 0.0600 8 1/2" 0.0730 8 1/2" 0.0600 8 1/2" 0.0680 8 1/2" 0.0730 8 1/2" 0.0600 8 1/2" 0.0600 8 1/2" 0.0600 8 1/2" 0.0600 8 1/2" 0.0680 8 1/2" 0.0730 8 1/2" 0.0600 8 1/2" 0.0600 8 1/2" 0.0600 8 1/2" 0.0880 8 1/2" 2 GFA106 1 VCC07003090 Key °Part Mark Key Lap 2'-10 1/2" 3'-10 1/2" 1'-10 1/2" 1'-4 1/2" 3'-10 1/2" 3'-10 1/2" 2'-10 1/2" 2'-10 1/2" 2'-10 1/2" 10 1/2" 10 1/2" 10 1/2" 1'-10 1/2" 2'-10 1/2" 2'-10 1/2" 2'-10 1/2" 1'-10 1/2" 2'-10 1/2" 3'-10 1/2" Detail WS01G3 WS01G3 WS01G3 WS01G3 WS12A2,WS01G3 WS12A2,WS01G3 WS12A2,WS01G3 WS12A2,WS01G3 WS12A2,WS01G3 WS12A2,WS01G3 WS12A2,WS01G3 WS01G3 WS01G2,WS01G3 WS01G3,WS01G2 WS01G2,WS01G3 WSO1G3,wSO1G2 WS12A2,WS01G3,WSO4C2 WS12A2,WS04C2,WS01G3 WS12A2,WS01G3 Provide Si • n wei • ht and iocations ofi si n on Han ar End Walls. SEE PAGE 7 FOR FALL PROTECTION BEAM LOCATIONS CHANNEL BRACES BETWEEN GIRTS TYPICAL 1W1B0 30'-0" CL 1W1B1 26'-0" CL 1W1B 29'-0" CL 29'-0" BL 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. THE VP ENQINEER'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. 200'-0" CL 29'-0" CL 29'-0" CL 28'-0" SECONDARY ELEVATION AT 11 Shape Name = Atlantic Hangar, Wall = 1 BL FOR APPROVAL- NOT 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. VP Buildings 3200 Players Club Circle Memphis TN 38125 SECONDARY ELEVATION AT 11 REV DATE BY DESCRIPTION BUILDER Tectonic Management Group, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. CUSTOMER Atlantic Aviation Services LOCATION Rifle, Colorado PROJECT Rifle Aviation 8/17/2015 NTS 7:33:30 BUILDERS PO# —\//P BUILDINGS VARCO PRUDEN A BlueScope Steel Company VPC VERSION: 2015.1a JOBNO 15-007403-01 DATE 8/17/15 DRAWN/CHECK John K. PAGE 33 FILENAME: 15-007403-01 Rifle Hangar AS DESIGNED t RnAPPRVV LS North America, Inc. 4 1 i G47 G474 G497 G476 G371 -G496 G473 G367 G372 G55 G371 G367 1 G293(Typ.) G45(Typ.) G385 G10(Typ.) G382 G235(Typ.) G291(Typ.) G293(Flip) G45(Flip) G370(Flip) G10(Flip) Stud Wall G365(Flip) G235(Flip) G291(Flip) 1W1 na 1W1B5 1W1B6 1W1B0 30'-0" CL 1W1B1 26'-0" CL 1W1B 29'-0" CL 29'-0" BL 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. THE VP ENQINEER'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. 200'-0" CL 29'-0" CL 29'-0" CL 28'-0" SECONDARY ELEVATION AT 11 Shape Name = Atlantic Hangar, Wall = 1 BL FOR APPROVAL- NOT 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. VP Buildings 3200 Players Club Circle Memphis TN 38125 SECONDARY ELEVATION AT 11 REV DATE BY DESCRIPTION BUILDER Tectonic Management Group, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. CUSTOMER Atlantic Aviation Services LOCATION Rifle, Colorado PROJECT Rifle Aviation 8/17/2015 NTS 7:33:30 BUILDERS PO# —\//P BUILDINGS VARCO PRUDEN A BlueScope Steel Company VPC VERSION: 2015.1a JOBNO 15-007403-01 DATE 8/17/15 DRAWN/CHECK John K. PAGE 33 FILENAME: 15-007403-01 Rifle Hangar AS DESIGNED t RnAPPRVV LS North America, Inc. Secondary Part Schedule Mark Part SBX003 SBX004 SBX005 SBX006 G327 JCP051166 G386 00308ZS070521700 G402 08Z2203217G100 G404 08Z35004174400 G407 08Z37004175500 G409 08Z3200417D400 G412 08Z1008617DG00 G413 08Z1701017G100 G414 08Z3400411A500 G415 08Z3400417A500 G416 08Z3400416A500 G420 08Z35004154400 G450 08Z32004172200 G478 08Z0600417DV00 G479 08Z3000414B400 G480 08Z3000416B400 G481 08Z3000417B400 G71 08Z0305017AG00 H16 00308JS1000017 H49 00108JS0304417 J104 00508JS0408017 J105 00608JS0408217 J2 00208JS0702217 J86 00408JS1202217 Bracing Part Schedule Part 10RT3210 10RU2801 8 7 6 5 4 3 2 1 Qty Length 6 32'-10" 6 28'-1" 3'-8 1/2" 1'-11 3/4" 3'-4 1/2" 1'-7 3/4" 3'-6" 4'-0" 1'-0" 1'-3" Dimension Key Thick. Depth Lap 0.1345 8 1/2" 0.1345 8 1/2" 0.1345 8 1/2" 0.1345 8 1/2" 0.0600 8 1/2" 0.0600 8 1/2" 0.0600 8 1/2" 10 1/2" 0.0600 8 1/2" 2'-10 1/2" 0.0600 8 1/2" 3'-10 1/2" 0.0600 8 1/2" 2'-10 1/2" 0.0600 8 1/2" 0.0600 8 1/2" 10 1/2" 0.1130 8 1/2" 3'-10 1/2" 0.0600 8 1/2" 3'-10 1/2" 0.0680 8 1/2" 3'-10 1/2" 0.0730 8 1/2" 2'-10 1/2" 0.0600 8 1/2" 1'-4 1/2" 0.0600 8 1/2" 0.0790 8 1/2" 2'-10 1/2" 0.0680 8 1/2" 2'-10 1/2" 0.0600 8 1/2" 2'-10 1/2" 0.0600 8 1/2" 0.0600 8 1/2" 0.0600 8 1/2" 0.0600 8 1/2" 0.0600 8 1/2" 0.0600 8 1/2" 0.0600 8 1/2" Detail BRO2H1, BRO. K1 BRO2K1 0 M 0 1 Ln Ln 6 GFA206 5 G71(Typ.) 4 G327 3 H49 2 PG1 1 JTG1 OPart Mark Key Detail WS12A2,WS20F2 WS12A2,WS20F2 WS01G3,WS20F2 WS01G3 WS01G3 WS01G2,WS01G3 WS12A2,WS20F2,WS01G2 WS12A2,WS20F2,WS01G3 WS12A2,WS01G3 WS12A2,WS01G3 WS12A2,WS01G3 WS01G3 WS01G3 WS12A2,WS01G2,WS01AV WS01G3,WS01M3 WS01G3,WS01M3 WS01G3,WS01M3 WS12A2,WS20F2 WS20F9 WS20F9 WS20H2 WS20B2,WS20B8 WS20F9,WS20F2,WS20B2,WS20B8 WS20F9,WS20F2,WS20B2,WS20B8 Frame Member Schedule Part SBX003 SBX004 SBX005 SBX006 Width 6" 6" 6" 8" Thick. .2500 .2500 .2500 .2500 Webthk Depthl .1345 8 1/2" .1345 8 1/2" .1644 8 1/2" .1345 8 1/2" Approx. Lgth 26'-6 1/2" 29'-0 1/2" 30'-0 1/2" 30'-0 1/2" Rod and Strut Bolts Id Qty Grade Bolt Diam. Bolt Length PartNo 1 2 A325 3/4" 2 1/2" 0097284 2 4 A325 3/4" 2 1/2" 0097284 0 Bracing Member Schedule Id Part Description SBX001 3P 8" x 1/4" flg - 0.1345" x 9" web Length Vert. Clear 28'-11 11/16" G481 G480 'loI? �2 8o1 f --G478 (Typ. ) G386 1-1 2 )1 G480 G479 04t SBX001 a0 00 o<?-- SBX001 4` SBX001 E 0 n 'I o„,? D2 8�1 G404 0 0 G404 0 G416 SBX001 G420 G415 G412 G413 G414 N c 1W2B2 0 1W2B3 CL CL CL 21'-6 3/4" 26'-7" CL 1W2B5 29'-1" CL BL 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. THE 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. 1W2B5 29'-1" 150'-0" 1W2B6 CL 29'-1" 11'-0 1/4" 1W2B7 0 CL 29 -1" 10'-0" 1W2B8 CI it] CL SECONDARY ELEVATION AT M Shape Name = Atlantic Hangar, Wall = 2 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 3200 Players Club Circle Memphis TN 38125 BL FIELD LOCATED 1 CEE CHANNELS AT ALL OVERHEAD DOORS FOR APPROVAL- NOT FOR CONSTRUCTION SECONDARY ELEVATION AT M REV DATE BY DESCRIPTION BUILDER Tectonic Management Group, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. CUSTOMER Atlantic Aviation Services LOCATION Rifle, Colorado Rifle Aviation PROJECT NTS BUILDERS PO# VP BUILDINGS VARCO PRUDEN A BlueScope Steel Company VPC VERSION: 2015.1a JOBNO 15-007403-01 DATE 8/17/15 DRAWN/CHECK John K. PAGE 34 8/17/2015 7:33:31 FILENAME: 15-007403-01 Rifle Hangar AS DESIGNED VOIR"AIipRVVAtn North America, Inc. Secondary Part Schedule Mark Part G340 08Z0908417DG00 G341 08Z0905417GG00 G360 (F1i08C0908417DG00 G361 (F1U08C0905417GG00 G482 08Z0408017DD00 G483 08Z0311017DQ00 G484(F1iO8C0611417GG00 G485 08Z0611417GG00 G486 (F1i08C0405417GG00 G487 G488 G498 5 4 3 2 1 08Z0405417GG00 00408ZS020541700 00508ZS010861700 Thick. Depth Lap 0.0600 8 1/2" 0.0600 8 1/2" 0.0600 8 1/2" 0.0600 8 1/2" 0.0600 8 1/2" 0.0600 8 1/2" 0.0600 8 1/2" 0.0600 8 1/2" 0.0600 8 1/2" 0.0600 8 1/2" 0.0600 8 1/2" 0.0600 8 1/2" 3'-0" 5 GFA506 4'-3 3/8" 4 GFA200 8 5/8" 3 GFA106 3'-6" 2 VCC07003084 4'-0" 1 VCC07003090 Dimension Key ()Part Mark Key Detail WS12A2 WS12A2 WS12A2,WS01K2 WS01K2 WS12A2 WS12A2 WS01K2 WS12A2 WS01K2 WS12A2 WS12A2 WS12A2 Provide Si • ra wei • ht and tocations cif s n on Hafl'ar End Walis. 0 0 0 0 G485 —G487— G485 0 G485 —G487— —G485 0 00G360 (Flip) —G361 (Flip) —G361 (Flip) —G361 (Flip) —G361 (Flip) —G361 (Flip) —G361 (Flip) —G361 (Flip) —G361 (Flip) G484(Flip)-G486(Flip)-G484(Flip)- —G361 (Flip) —G361 (Flip) —G361 (Flip) —G361 (Flip) —G361 (Flip) —G361 (Flip) G361(Flip) —G361 (Flip) G360 G341(Typ.) G340 SEE PAGE 16 FOR POSTS SEE PAGE 8 FOR SECTION AT HANGAR DOOR HEAD 0n 1 •G 4 8 8 00 1 •G 4 8 8 0(1) 1 •G 4 8 8 -G483 .9 .9 .a .9 09 1W3B0 4'-8 1/2 1W3B1 1W3B2 1W3B3 1W3B4 1W3B5 1W3B6 1W3B7 1W3B8 1W3B9 1W3B10 1W3B11 BL 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED EY 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. 190'-7" 200'-0" 1W3B12 1W3B13 1W3314 1W3B15 1W3B16 1W3B17 1W3B18 1W3B19 1W3B20 CL I I 4'-8 1/2" I I SECONDARY ELEVATION AT 1 Shape Name = Atlantic Hangar, Wall = 3 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 3200 Players Club Circle Memphis TN 38125 BL FOR APPROVAL- NOT FOR CONSTRUCTION SECONDARY ELEVATION AT 1 REV DATE BY DESCRIPTION THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUILDER Tectonic Management Group, Inc. CUSTOMER Atlantic Aviation Services LOCATION Rifle, Colorado PROJECT Rifle Aviation NTS BUILDERS PO# 8/17/2015 7:33:33 VP BUILDINGS VARCO PRUDEN A BlueScope Steel Company VPC VERSION: 2015.1a JOBNO 15-007403-01 DATE 8/17/15 DRAWN/CHECK John K. PAGE 35 FILENAME: 15-007403-01 Rifle Hangar AS DESIGNED VORnAPPROVAtS North America, Inc. Secondary Part Schedule Mark Part SBX003 SBX004 SBX007 SBX008 SBX009 SBX010 G327 JCP051166 G404 08Z35004174400 G409 08Z3200417D400 G413 08Z1701017G100 G414 08Z3400411A500 G415 08Z3400417A500 G416 08Z3400416A500 G419 08Z1108617G100 G420 08Z35004154400 G421 08Z3200416D400 G424 08Z1302417BDOO G425 08Z1308417D100 G450 08Z32004172200 G478 08Z0600417DV00 G480 08Z3000416B400 G481 08Z3000417B400 G499 (F1J08Z3006417D200 G71 08Z0305017A000 H16 H49 J104 J105 J2 J86 00308JS1000017 00108JS0304417 00508JS0408017 00608JS0408217 00208JS0702217 00408JS1202217 Bracing Part Schedule Part 10RT3210 10RU2801 9 8 7 6 5 4 3 2 1 Thick. 0.1345 0.1345 0.1644 0.1345 0.1345 0.1345 0.0600 0.0600 0.0600 0.0600 0.1130 0.0600 0.0680 0.0600 0.0730 0.0680 0.0600 0.0600 0.0600 0.0600 0.0680 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 Depth Lap 8 1/2" 8 1/2" 8 1/2" 8 1/2" 8 1/2" 8 1/2" 8 1/2" 8 1/2" 2'-10 1/2" 8 1/2" 2'-10 1/2" 8 1/2" 10 1/2" 8 1/2" 3'-10 1/2" 8 1/2" 3'-10 1/2" 8 1/2" 3'-10 1/2" 8 1/2" 10 1/2" 8 1/2" 2'-10 1/2" 8 1/2" 2'-10 1/2" 8 1/2" 8 1/2" 10 1/2" 8 1/2" 1'-4 1/2" 8 1/2" 8 1/2" 2'-10 1/2" 8 1/2" 2'-10 1/2" 8 1/2" 1'-4 1/2" 8 1/2" 8 1/2" 8 1/2" 8 1/2" 8 1/2" 8 1/2" 8 1/2" FIRLD LOCATED CEE CHANNELS AT ALL OVERHEAD DOORS Qty Length 6 32'-10" 6 28'-1" 3'-4 1/2" 1'-11 3/4" 3'-8 1/2" 11" 4'-1" 3'-6" 4'-0" 1'-3" 1'-0" Dimension Key Detail BRO2H1, BRO. K1 BRO2K1 Detail WS12A2,WS20F2 WS01G3 WS01G2,WS01G3 WS12A2,WS01G3,WS20F2 WS12A2,WS01G3 WS12A2,WS01G3 WS12A2,WS01G3 WS12A2,WS01G3,WS20F2 WS01G3 WS01G2,WS01G3 WS01G2 WS01G3 WS01G3 WS12A2,WS01G2,WS01AV WS01M3,WS01G3 WS01M3,WS01G3 WS01G3,WS01G2 WS12A2,WS20F2 WS20F9 WS20F9 WS20H2 WS20B2,WS20B8 WS20F9,WS20F2,WS20B2,WS20B8 WS20F9,WS20F2,WS20B2,WS20B8 Frame Member Schedule Part Width Thick. Webthk Depthl SBX007 6" .2500 .1345 8 1/2" SBX008 8" .2500 .1345 8 1/2" SBX004 6" .2500 .1345 8 1/2" SBX009 5" .2500 .1345 8 1/2" SBX010 6" .2500 .1345 8 1/2" SBX003 6" .2500 .1345 8 1/2" 0 Approx. Lgth 30'-0 1/2" 30'-0 1/2" 29'-0 1/2" 29'-0 1/2" 26'-6 1/2" 26'-6 1/2" LJ Rod and Strut Bolts Id Qty Grade Bolt Diam. Bolt Length PartNo 1 2 A325 3/4" 2 1/2" 0097284 2 4 A325 3/4" 2 1/2" 0097284 O Bracing Member Schedule Id Part Description SBX001 3P 8" x 1/4" flg - 0.1345" x 9" web Length Vert. Clear 28'-11 11/16" G416 CI 6 GFA206 5 G327 4 G71 3 H49 2 PG1 1 JTG1 OPart Mark Key 0 ©11 CL G415 0 I 0 0 H16 G414 10'-0" 1.0 1W4B1 29'-1" G413 0 `10 .4)e2 80 © fl SBX001 Q2 E; G420 fl G450 00 G419 �9 F 11'-0 1/4" G404(Typ.) G450 SBX001 G450 G421 9 a2 G450 ti G450 fj G481 T SBX001 G425- 10 (S321 G409 0� 1W4B2 1W4B3 29'-1" CL CL G424 G499(Flip) 0 G480 1 G481(Flip) Stud Wall G478(Typ.)-1 G478 (Flip) --i 29'-1" BL 150'-0" CL 1W4B4 29'-1" CL 1W4B6 26'-7" 1W4B7 4'-10" CL CL CL SECONDARY ELEVATION AT B Shape Name = Atlantic Hangar, Wall = 4 SHOP TO PUT SLOTS IN THIS COLUMN TO ALLOW ROD BRACES TO PASS THROUGH THE COLUMN BL FOR APPROVAL- NOT FOR CONSTRUCTION 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. THE 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. 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 ACCORDANCE 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. VP Buildings 3200 Players Club Circle Memphis TN 38125 SECONDARY ELEVATION AT B REV DATE BY DESCRIPTION BUILDER Tectonic Management Group, Inc. CUSTOMER Atlantic Aviation Services LOCATION Rifle, Colorado PROJECT Rifle Aviation NTS BUILDERS PO# 8/17/2015 7:33:34 FILENAME: 15-007403-01 Rifle Hangar AS DESIGNED " pi9RoV1 is North America, Inc. ----\//P BUILDINGS VARCO PRUDEN A BlueScope Steel Company VPC VERSION: 2015.1a JOBNO 15-007403-01 DATE 8/17/15 DRAWN/CHECK John K. PAGE 36