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HomeMy WebLinkAbout3951 Copeland DrDRAWING INDEX GENERAL NOTES a a El 2 VP BUILDINGS VARCO PRUDEN a division of BlueScope Buildings North America, Inc. DRAWING TITLE PAGES Cover Sheet 1 Notes 2 Anchor Rod Plan 3 Primary Structural 4-13 Secondary Structural 14-18 Covering 19-23 Special Drawings Standard Erection Details ► 7-4 - 2to 11 THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. DRAWING RELEASE HISTORY TYPE I DATE I DESCRIPTION ANCHOR ROD 1 04/21/09 I FOR CONSTRUCTION PERMIT SET 104/21/09 I PERMIT SET- For Building Dept. Approval VP Buildings 3200 Players Club Circle Memphis TN 38125 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. ;�P�IJSA, �061 ,1QuASAR,, CGS MATERIALS 3 PLATE WELDED SECTIONS COLD FORMED LIGHT GAGE SHAPES BRACE RODS HOT ROLLED MILL SHAPES HOT ROLLED ANGLES HOLLOW STRUCTURAL SECTION (HSS) CLADDING ASTM DESIGNATION A529, A572, A1011, A1018 A653, A1011 A572 A36, A529, A572, A588, A709, A992 A529, A572, A588, A709, A992 A500 A653, A792 A325 & A490 BOLT TIGHTENING REQUIREMENT'S 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 INSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPROPRIATE REGULATIONS. THE FOLLOWING CRITERIA IS IN COMPLIANCE WITH THE LATEST SPECIFICATIONS, HOWEVER THE ERECTOR IS RESPONSIBLE TO VERIFY'_OCAL AUTHORITY REQUIREMENTS. ALL CONNECTIONS MADE WITH A325 BOLTS MAY BE TIGHTENED TO THE "SNUG TIGHT" CONDITION AS PERMITTED BY THE SPECIFICATION FOR STRUCTURAL JOINTS USING A325 OR A490 BOLTS (2004 ED), UNLESS INDICATED AS "PRE -TENSIONED" ELSEWHERE IN THESE DRAWINGS, OR AS INDICATED BELOW. PRE -TENSION BOLTS ON PRIMARY FRAMING, BOLTED BRACING, AND STRUT CONNECTIONS IF LOCATED IN IBC SEISMIC PERFORMANCE I DESIGN CATEGORY D, E OR F, UBC ZONE 3 OR 4. SEE CODES AND LOADS NOTES BELOW FOR FOR SEISMIC DESIGN CATEGORY. PRE -TENSION ALL PRIMARY FRAMING CONNECTIONS IN CANADA. PRE -TENSION BOLTS ON PRIMARY FRAMING, BOLTED BRACING, STRUTS AND CRANE RUNWAY CONNECTIONS IF BUILDING SUPPORTS A CRANE WITH A CAPACITY GREATER THAN 5 TONS. CONNECTIONS THAT :SUPPORT RUNNING MACHINERY AND OTHER SOURCES OF IMPACT OR STRESS REVERSAL MUST BE PRE -TENSIONED. ALL SLIP CRITICAL CONNECTIONS AS INDICATED IN THESE DRAWINGS WITH -SC DESIGNATION MUST BE PRE -TENSIONED. SC TYPF. CONNECTIONS MUST BE FREE OF PAINT, OIL OR OTHER MATERIALS THAT REDUCE THE FRICTION AT CONTACT SURFACES. CONNECTIONS DESIGNATED AS A325-X OR A490-X SHALL BE INSTALLED WITH BOLT HEAD ON SIDE OF THE THINNEST PLATE BEING CONNECTED. SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS "SNUG TIGHTENED", EVEN IF ABOVE CONDITIONS EXIST, UNLESS SPECIFICALLY NOTED OTHERWISE ON DETAILS. WASHERS ARE NOT REQUIRED FOR "SNUG -TIGHT" CONNECTIONS. PRE -TENSIONED A325 OR A490 CONNECTIONS TIGHTENED USING THE TURN -OF -THE -NUT METHOD DO NOT REQUIRE WASHERS. A490 BOLTS MUST ALWAYS BE PRE -TENSIONED. CODES AND LOADS WHEN MULTIPLE BUILDINGS ARE INVOLVED, SPECIFIC LOAD FACTORS FOR DIFFERING OCCUPANCIES, BUILDING DIMENSIONS, HEIGHTS, FRAMING SYSTEMS, ROOF SLOPES, ETC., MAY RESULT IN DIFFERENT LOAD APPLICATION FACTORS THAN INDICATED BELOW. SEE CALCULATIONS FOR FURTHER DETAILS. Building Code: 2007 Florida Building Code w/ 2009 Supplement Based on Building Code: 2006 International Building Code 100 X 200 : Building Use:Standard Occupancy Structure, Collateral Gravity: 3.00 psf (Not Including bldg wt) LIVE LOADS AND RAINFALL Live Load 20.00 psf (Reducible) Rainfall: 10.00 inches per hour SNOW LOAD Ground Snow: 0.00 psf, Flat Roof Snow: 0.00 psf Snow Exposure Category (Factor): 1 Fully Exposed (0.90) Snow Importance: 1.000 Thermal Category (Factor): Heated (1.00) WIND LOAD Wind Speed: 115.00 mph, Wind Exposure: B Basic Wind Pressure: 17.69,(Parts) 20.16 psf 4 Wind Importance Factor: 1.000, Ft= Topographic Factor: 1.0000 H 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:2.00 %g, S1:2.00 %g ' Seismic Hazard / Use Group: Group 1 Seismic Performance / Design Category: A (See Bolt Tightening Note Above) Seismic Snow Load: 0.00 psf Seismic Importance: 1.000 Soil Profile Type: Soft soil (E) m Design Spectral Response - Sds: 0.0333, Sd1: 0.0000 SUBVI=D PLANS HAVE BEEN REJ 'CTED BY ZEPHYRHI ARSHA ' OFFICE Date: Reviewer: Ordinary Steel Moment Frames Frame Redundancy Factor:1.0000 Framing R-Factor: 3.0000, Frame Seismic Factor (%s): 0.0100, Design Base Shear = 0.0100 W Ordinary Steel Concentric Braced Frames Brace Redundancy Factor:1.0000 Bracing R-Factor: 3.0000, Brace Seismic Factor (%s): 0.0100, Design Base Shear = 0.0100 W AC172 COVER SHEET BUILDER Canco General Contractors CUSTOMER Mike Lynch LOCATION Zephyrhills, Florida PROJECT Wheelblast BUILDERS PO# 1162 R7 M W. Truxton %09 P.E. No. 57109 Inc A/ ZI1 1140 West IUo nuP Buildi�taiin Sheet Kernersvilie, NC 27284 VP BUILDINGS VARCO PRUDEN JOBNO 09-7858 DATE 4/2/2009 DRAWN/CHECK FCJ PAGE VPC VERSION: 7.1f a division of BlueScope Buildings North America, Inc. F 4121/2009 8:58:38 FILENAME Mike Lynch canopy3.VPC BUILDER/CONTRACTOR RESPONSIBILITIES FIRE CODE COMPLIANCE VP BUILDINGS CERTIFICATIONS 4. VP Buildings follows the guidelines as outlined in the AISC and MBMA Codes of Standard Practice. VP Buildings standard product specifications, design, fabrication, quality criteria shall govern all work unless stipulated otherwise in the contract documents. In case of discrepancies between VP Buildings structural plans and plans for other trades, VP Building structural plans shall govern. It is the responsibility of the Builder to obtain approvals and permits from all governing agencies and jurisdictions as required. Approval of VP Building drawings constitutes the builders acceptance of VP interpretation of the contract purchase order. Unless specific design criteria concerning interface design and details are furnished as part of the contract, VP Buildings design assumptions shall govern. VP engineers are not Project Engineers or Engineer of Record for the overall project. VP engineering supply sealed engineering design data and drawings for VP supplied material as part of the overall project for use by others to obtain permits, approvals, and coordinate with other trades. The Builder or A/E firm are responsible for the overall project coordination, including coordination wiLh 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 CONSTRUCTIONi" 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 2006 MBMA Metal Building Systems Manual Sec. 6 (in Canada - CSA S16-01 Clause 29.7), which generally require L/500 tolerance of assembled members.* *For buildings 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 fer 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 VP Builder Memo #BM-006. EXISTING STRUCTURES VP must be advised of any existing structure that is within 20 ft. of VP's building. Loadings of both buildings may be affected when adjacent buildings are within this distance. VP cannot be responsible for the design or loading of existing buildings. BRACING Tension brace rods work in pairs to balance forces caused by initial tensioning. Care must be taken while tightening brace rods so as not to cause accidental or misalignment of components. All rods must be installed loose and then tightened. Rods should not exhibit excessive sag. For long or heavy rods, or angles it may be necessary to support the rod at mid -bay by suspending it from a secondary member. Bracing for seismic or wind loading of objects or equipment that are not a part of the VP structure must be designed by a qualified professional to deliver lateral loads to primary frames and rod bracing 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. Unless otherwise approved, use E70ksi yield, low hydrogen electrodes. The contractor shall provide for any special welding inspection as required by code. DELIVERIES It is the responsibility of the builder to have adequate equipment available at the job site to unload trucks in a safe and timely manner. The Builder will be responsible for all retention charges from carriers as a result of job site unloading delays. Per VP Builder Memo #BM-001, claims for damage or losses MUST be noted on the Bill -of -Lading or delivery receipt and filed against the carrier by the consignee as per VP's Terms of Sales (F.O.B. Plant) under the Uniform Commercial Code. It is critical that damages or loss be noted on the Bill -of -Lading or you have little recourse with the carrier. Immediately upon delivery of material, material quantities are verified by the Builder against quantities billed on the shipping document. Neither the Manufacturer nor the carrier is responsible for material shortages against quantities billed on the shipping document if such shortages are not noted on the shipping documents upon delivery of material and acknowledged by the carriers agent. For materials concealed in bundles, boxes, or crates, shortages must be reported immediately upon unpacking. Should products get wet, bundled and crated materials must be unpacked and unbundled immediately to provide drainage of trapped moisture. SEALANTS Sealants shall be applied in strict accordance with VP details or weather tightness will be compromised. Sealant must be applied in temperatures and weather conditions consistent with labeling. Butyl Sealants - Service Temperature Range (Degrees): Min -60F (-51C); Max 220F (104C) Tape sealants - Service Temperature Range (Degrees): Min -60F (-51C); Max 212F (100C) INDEPENDENT MEZZANINES Independent mezzanines must be designed by a professional engineer. The engineer must ensure that proper Isolation from the VP building has been provided to avoid structural damage due to differential movements, or inadvertently apply loads to the VP structure. VP accepts no responsibility for the design of the independent mezzanine. It is the responsibility of the project design professional and [,wilder to comply with local fire code regulations including consideration of, but not limited to, building use and occupancy, all building construction materials, separation requirements, egress requirements, fire protection systems, etc. Builder shall advise VP of any special requirements to be furnished by VP. SSR roof fire tested to ASTM E108-93-Class A rating. VP steel roof systems are defined by IBC as Fire Class A roof assemblies (Sec 1505.2). VP SSR steel roof systems are available for FM Class 1 fire rating. UL 263 approved fire rated assemblies listed as Design No. P265, P268 and P516. FIELD MODIFICATIONS Modifications to this building from details and instructions contained ore these drawings must be approved in writing by VP Building engineers, or other licensed structural engineer. This includes, but is not limited to, removal of roof or wall cladding, removing or moving any flange braces or rod braces, cuttin- of openings for doors, windows or RTU's, correction of fabrication errors, etc. The owner shall not impose loads to this structure beyond what is specified for this building in the contract documents. VP Buildings, Inc. accepts no responsibility for the consequences of any unauthorized additions, alterations, or added loads to this structure. Per VP Builder Memo #BM-001, if the builder intends to invoice VP Buildings for modifications in excess of $1000, the builder must notify VP Buildings immediately, and obtain a Work Authorization from VP Buildings prior to proceeding. All final claims must be submitted to VP Buildings with all supporting documentation within 30 days of the building completion. Claims submitted without work authorizations, or after 30 days will not be accepted. Correction of minor misfits, shimming and plumbing, moderate amount of reaming, drilling, chipping / cutting and minor welding are considered by Code of Standard Practice to be part of erection are not subject to claim reimbursement. CONCRETE/MASONRY/CONVENTIONAL STUD WALLS The engineer responsible for the design of the wall system is responsible for coord°nating with, or specdying 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 including ASCE7-05 Sec, 12.11. PANELS Oil canning is an inherent characteristic of cold formed steel panels. It is the result of several factors that include induced stresses in the raw material delivered to VP, fabrication methods, installation procedures, and post installation thermal forces. Thru fastened panels will exhibit some dimpling when installed, especially when insulation is installed between panels and secondary supports. Dimpling can be minimized by careful installation, taking care not to over drive fasteners. Roof rumble is a phenomenon that is caused by wind gusts lifting up on the roof panels and then springing back into place. All panels experience this action to some degree, especially with concealed clip panels such as SSR and SLR. Roof rumble noise may be minimized by providing a layer of blanket insulation between the panels and any hard support surface such as steel secondary members, substrates such as plywood, steel decking, or rigid board insulation. A minimum of 3 inch thick blanket is recommended over steel secondary members, or 2 inch over substrates. Oil canning, dimpling, and roof rumble do not affect the structural integrity or weather tightness of the panels and is not grounds for rejection of panels. The SSR/SLR joint detail is designed with an interlocking feature for ease of installation. H-wever, it is imperative that installed SSR/SLR panels be secured to the secondary structural members and properly seamed prior to departure from the job site each day. SKYLIGHTS VP's Tuflites and VP's domed skylight have been tested to support a 300 lb. load over a 1 sq. ft.. area, as well as uniform gravity and uplift load test. Local building departments may require added fall restraint due to conditions that may affect the skylight structural integrity. It is the responsibility of the builder to determine and provide any added fall restraint under the skylight as may be required by your building department. RAIN WATER RUNOFF Drainage systems must be designed by the project professional to comply with code requirements. VP is not responsible for drainage designs, overflow scuppers, down piping, etc. The project professional and contractor are responsible to ensure that primary drains and overflow devices such as scuppers and auxiliary drains are provided as required for the required rain intensity at the building perimeter and at valley conditions to prevent ponding. STEEL SHOP COAT The purpose of VP's shop coat is to provide protection for the steel members during transportation, during temporary job site storage and during erection. Standard shop formulation is not designed to perform as a finish coat when exposed to environmental conditions. Members shall be kept free of the ground and properly drained during job site storage. It is the Builder's responsibility to ensure that if a finish coat is being applied over VP shop coat that the painting contractor verifies compatibility between his finish coat and VP's shop coat. See VP Builder Memo #BM-001 & #BM-002. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER— FORMANCE REQUIREMENTS SPECIFIED BY VP. PLANT SPECIFIC CERTIFICATIONS Alabama California Missouri No. Carolina Wisconsin IAS FA-377 FA-240 FA-388 FA-376 FA-378 CSA-A660 VPBULO VPBMOO VPBW19 CWB Div. 1 Div. 1 Div. 1 Los Div. 1 Div. 1 Angeles, CA Houston, Approved Approved TX Riverside, Type 1 Fab CA #SP02-0028 Clark Co., Fab ID# 241 NV San Fab ID# 121 Bernardino Co, CA City of Phoenix, AZ C16-2008 ICC Evaluation Reports SSR Roof System - #PR-5621 Panel Rib Roof and Wall - #ER-4879 Vee Rib Wall - #ER-4879 State of Florida Product Approvals # 8245 - VP PR and VR Walls # 8043 - VP SSR and PR Roofs # 8713.1 - VP SSR Tuf-Lite # 8713.2 - VP PR Roof Tuf-Lite # 2690.12 - VP SLR (Listed as Span-Lok HP) # 3741-R1 - VP TextureClad (Listed as Transamerican Strukturoc, Inc.) Dade Co. Product Approval SSR Roof; Panel Rib Roof; Panel Rib Wall; and Vee Rib Wall Underwriter's Laboratory Approvals SSR Roof-UL#TGKX-113; SSR Composite Roof Class 90-UL#TGKX-113A; SSR Roof w/Super Block Class 90-UL#TGKX-328; Panel Rib Roof UL Class 60-UL#TGKX-60; Panel Rib Roof UL Class 90-UL#TGKX-64; VP SLR/AEP SL Roof Class 90-UL#TGKX-90 Factory Mutual Approved Assemblies SSR Roof Systems are approved in various type applications and listed in FM Approval Guide. 24 Ga SSR (0.0227" Nominal), is available in Class 1-60, 1-7o, 1-90. 22Ga SSR (0.0277" Nominal), is available in Class 1-75, 1-90-, 1-120. SLR Roof Systems are approved in various type applications and listed in FM Approval Guide. 24 Ga SLR (0.0227" Nominal), is available in Class 1-75 and 1-120. Patents WideBay Trussed Purlins : pat. 6,993,881 pat. 6,912,787 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VP Buildings 3200 Players Club Circle Memphis TN 38126 REV I DATE I BY I DESCRIPTION NTS 4/21/2009 8:58:39 FOR CONSTRUCTION Erection Notes BUILDER Canco General Contractors CUSTOMER Mike Lynch LOCATION Zephyrhills, Florida PROJECT Wheelblast BUILDERS PO# 1162 Thomas W. Truxton A P.E. No. 57109 VP Buildings, Inc. 1140 West Mountain Oft "I KeffilwsWN, NC 27284 Junniv 09-7858 DATE 2WVARCO BUILDINGS 4/2/2009 PRUDEN DRAWNICHECK FILENAME: Mike Lynch canopy3.VPC a division of BlueScope Buildings North America, Inc 1 I CONCRETE, GROUT, ANCHOR RODS, AND ANY OTHER 1/2"(13mm) DIAMETER I EMBEDDED ITEMS ARE TO BE FURNISHED BY OTHERS. N4. 2 1/2" (64mm) CONCRETE ANCHORS 2 UNLESS OTHERWISE SPECIFIED, MANUFACTUER ASSUMES 305mm 305mm I PROJECTION (U.O.N.) (BY BUILDER) CONCRETE HAS A COMPRESSIVE STRENGTFI OF 3000 PSI 3. ANCHOR ROD DIAMETERS WERE DETERMINED BY ALLOWABLE d SHEAR AND TENSION PER AISC SPECIFICATIONS (FY=36KS0, BOTTOM OF COLUMN W VARIES ANCHOR ROD LENGTH, EFFECTS OF EMBEDDED ANCHOR BASE PLATE ELEV. ROD EDGE DIMENSIONS AND METHOD OF TRANSFERRING I E FORCES FROM ANCHOR RODS TO FOOTINGS ARE TO BE E E i7 E BOTTOM OF DETERMINED BY OTHERS. c o Q E 4� = W _ COLUMN LENG 0 4 UNLESS OTHERWISE SPECIFIED, ANCHOR RODS ARE ^� E N m E 0 W BASE PLATE DETAILED WITH A PITCH ANU GAGE OF 5 INCHES I o -( C N Z 7 _ 7 ASSUMING "CAST -IN -PLACE" ANCHOR RODS WITH "SNUG W m —Q(/ TIGI IT"CONNECTIONS. 11/4" OPENING WIDTHE _j 11/4" SFOUNDATION MUST BF!LEVE'L,SQUARE AND SMOOTH � V7 n E 32mm 32mm ANCHOR RODS MUST BE ACCURATELY PLACED AS SHOWN ON THIS DRAWING OR STEEL WILL NOT FIT. -.. I N E L FLUS=H 1/2" (13mm) 6. THE BUILDER IS RESPONSIBLE FOR ACCURATE SETTING 1 4"� I r � NOTE: 1" (25mm) PROJECTION ABOVE OF ANCHOR RIDS WITHIN INDIVIDUAL COLUMN ROD •(P—,IL- `v = 0" (0mm) BOTTOM OF JAMB CLIP GROUPS -TOLERANCE —I ", DIMENSIONS BETWEEN 102mm j ANCHOR ROD GROUPS - TOLERANCE +1/4" ERECTION 2 1/2" 2 1/2" 2 1/2" 2 1/2" OF STEEL COMPONENTS MUST BE STRAIGHT AND PLUMB TYPICAL ANCHOR PER MBMA CODE OF STANDARD PRACTICE -a m — mm s^mm "I � TYPICAL COLUMN FL FL 7 DESIGN LOADS AND REACTIONS ARE FURNISHED IN THE ROD PROJECTION FRAMED OPENING DETAIL BASE PLATE DETAIL REACTIONS REPORT ......... _ -. _ _ -- -- — D1 (4)3/4" Dia. A36 A.Rods �p2 )3/4" llia. A36 A. 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VP Buildings ONLY TO THE WORK PRODUCT OF IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING ANCHOR ROD P LA N VP AND DESIGN AND PERFORMANCE DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND 3200 Players Club Circle Memphis TN 38125 REQUIREMENTS SPECIFIED BY VP. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR THE VP ENGINEER'S SEAL DOES ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN REV DATE BY DESCRIPTION BUILDER JOBNO NOT APPLY TO THE PERFORMANCE APPROVAL OF VP BUILDINGS. Canco General Contractors 09-7858 OR DESIGN OF ANY OTHER PRODUCT THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY CUSTOMER Mike Lynch DATE OR COMPONENT FURNISHED BY VP RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP EXCEPT TO ANY DESIGN OR PER- IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS LOCATION Zephyrhills, Florida VP BUILDINGS 4/2/2009 FORMANCE REQUIREMENTS DRAWING, DETAILS REFERENCED IN THIS DRAWING, VARCO PRUDEN DRAWN/CHECK SPECIFIED BY VP. ALL APPLICABLE VP ERECTION GUIDES, PROJECT Wheelblast FCJ AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BUILDERS PO# A BlueScope Steel Company PAGE BRACING. NTS 1162 VPC VERSION: 7.1 f 3 4/21/2009 8.58•40 FILENAME: Mike Lynch canopy3.VPC a division of BlueScope Buildings North America, Inc. o- 1 2 3 4 5 6 7 8 9 CX002 CX004 CX005 CX006 CX007 CX006 CX005 CX004 CX002 I I I I I I I I I I �S ps.,p , i � I 3 I I I I ! � ,,� 007 00� 1 I I I I I I I I I I i I I I I I I I I I I I I I � EPX001 \ � � i � � � F-EPX001 I I I I I I I I I OA I I I I Og I i �� 00 i i 1.100 i I I I I I I I I I I N C l0 O O N O O O O O O O O O O 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 40' I I I I I I i i I i i H EPX002 , HEPX002 I I 2705 i i �27ps I I I I I I I Y I I i I 03 I I I I 03 I , i N,?705� i i i i N2705_ i 4121 /2009 9:29:04 FILENAME: Mike Lynch canopy3.VPCi a division of BlueScope Buildings North America, Inc. ')Frame Member Schedule Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Detail Cee Mark No CX001 1 6" .3750 .1644 1'-0" 2'-8" 18'-6 9/16" RBX001 2 6" .3750 .1644 2'-8" 1'-0" 47'-0 1/16" 3 6" .2500 .1345 1'-0" 1'-0" 4 6" .3125 .1345 1'-0" 2'-4" RBX002 5 6" .3125 .1345 2'-4" 1'-0" 47'-0 1/16" 6 6" .2500 .1345 1'-0" 1'-0" 7 6" .3750 .1644 1'-0" 2'-8" CX002 8 6" .3750 .1644 l.'-0" 2'-8" 18'-6 9/16" EPX001 9 r," .1875 .1345 9" 9" 3'-6 7/16" BR25C7 EPX002 10 5" .1875 .1345 9" 9" 4'-9 1/2" BR25C7 EPX002 11 5" .1875 .1345 9" 9" 4'-9 1/2" BR25C7 EPX001 12 5" .1875 .1345 9" 9" 3'-6 3/8" BR25C7 T 'Bolt Connection & Plate Schedule id Qty ASTM Bolt Bolt Dia. Length A 10 A325 3/4" 2" B 12 A325 3/4" 2" C 2 A325 3/4" 1 1/2" 0'-2 1/16" 1.000:1 @ 41-6 Frame Clearances Plate Rows Rows Tension washer Horiz. Clearance between members 1 (CX001) and 8 (CX002) : 93'-2 1/2" Thick. Out In Bolt Vert. Clearance at member I(CX001): 15'-7 7/8" 1/2" 3 2 Vert. Clearance at member 8(CX002): 15'-7 7/8" 3/8" 3 3 Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 50' 2 1/16" 1.000:12 9 @ 4'-6"` - T 5 `* W S 6 0 0 o M M O O N - _ - N 0 CJ m N W N B l go N O rq M m o w--------- '° o GQ C _ - w co w -- -- -- - I RBX002 N N A RaX001 C)a a o a A I m k W W - �� a a �� 00 W W IJj ILU LLjL 115'-0" 115'-0" I GC176120 GC176120 N I I I I FB30501 IFB3050 I c I I I I I � I o 0 0 I U N I I I o I o I I I I I Ii I I I I I I I I I I 20'-0" 23'-0" 20'-0" 18'-6" 100'-0" FRAME CROSS SECTION AT FRAME LINE(S) 1 7 23'-2" Ridge Ht. 6 3 1/2" ' s. Tru on 5 4 @ 1'-11 7/16" 4 1 ' - 6 11 / 16" P.E. No. 571 k1 I41140 W" Mou� $10 3 3'-0" Kent.rsvWe. NC 2 3'-11 1/2" 1 8 1/2" PERMIT SET- For BuildingDept. Approval ❑ Dimension Key Shape Name = 100 X 200 Wall 4, Frame 1 p� THIS DRAWING, INCLUDING THE INFORMATION HEREON, 1. USE 112 X 1 112 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO THE VP ENGINEER'S SEAL APPLIES REMAINS THE PROPERTY OF VP BUILDINGS. VP Buildings FRAME, GIkTTO FRAME, AND GIRT TO CLIP CONNECTIONS ONLY TO THE WORK PRODUCT OF IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING FRAME CROSS SECTION AT FRAME LINE(S)1 VP AND DESIGN AND PERFORMANCE DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND 3200 Players Club Circle Memphis TN 38125 UNLESS NOTED OTHERWISE. REQUIREMENTS SPECIFIED BY VP. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR THE VP ENGINEER'S SEAL DOES ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN REV DATE BY DESCRIPTION BUILDER JOBNO 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME NOT APPLY TO THE PERFORMANCE APPROVAL OF VP BUILDINGS. Canco General Contractors SIDE OF THE WEB AS THE HILLSIDE WASHER. OR DESIGN OF ANY OTHER PRODUCT CUSTOMER O9-TH58 OR COMPONENT FURNISHED BY VP THE GENERAL CONTRACTOR AND/OR ERECTOR 18 SOLELY Mike Lynch DATE RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP LOCATION 4/2/2009 EXCEPT TO ANY DESIGN OR PER- IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS Zephyrhills, Florida VP BUILDINGS FORMANCE REQUIREMENTS DRAWING, DETAILS REFERENCED IN THIS DRAWING, DRAWN/CHECK SPECIFIED BY VP. ALL APPLICABLE VP ERECTION GUIDES, PROJECT VARCOPRUDEN AND INDUSTRY STANDARDS PERTAINING TO PROPER Wheelblast A BIueSCo a FCJ ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BUILDERS PO# p Steel Company PAGE BRACING. NTS 1162 VPC VERSION: 7.1 f 5 4/21 /2009 9.29:05 rILMAmt: Mike Lynch canopy3.VPC a division of BlueScope Buildings Nortti America, Inc. ()Frame Member Schedule Part Mem Width Thick WebThk. Depthl Depth2 CX003 1 6" .5000 .1875 1'-0" 3'-2" RBX003 2 6" .5000 .1875 3'-3" 1'-4" 3 6" .3125 .1345 1'-4" 1'-4" 4 6" .3125 .1644 1'-4" 2'-4" RBX004 5 6" .3125 .1644 2'-4" 1'-4" 6 6" .3125 .1345 1'-4" 1'-4" 7 6" .5000 .1875 1'-4" 3'-3" CX004 8 6" .5000 .1875 1'-0" 3'-2" F O Q tn OD O p N � L o w a N h _. it9X003 Approx.Lgth 1 8 ' — 7 " 46'-6 5/8" 46'-6 11/16" 18' -7" `.Bolt connection & Plate Schedule Id Qty ASTM Bolt Bolt Plate Rows Ruws Tension Dia. Length Thick. Out In Bolt A 16 A325 3/4" 2" 1/2" 4 4 B 10 A325 3/4" 2" 3/8" 2 3 C 12 A325 3/4" 2 1/4" 5/8" 4 2 G'-2 1/16" 1.000:1 L- 4'-6 Washer 0 0 Ln Ln 0 0 v m O Pq M Pq Lu RBX004 100'-01, FRAME CROSS SECTION AT FRAME LINES) 2 O .-1 Cq [u 1.000;12 -9 @ Frame Clearances Horiz. Clearance between members 1(CX003) and 8(CX004): 92'-2 9/16" Vert. Clearance at member 1(CX003): 15'-1 1/2" Vert. Clearance at member 8(CX004): 15'-1 1/2" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) w W O C N .-1 Cv N T <P O O LO O O LO �+ O a 1(2)FB4050 -j I I I I � I 0 0 � 1 I I I I I I I I a 9 23'-2" Ridge Ht. 8 3 1/2" 7 2 @ 3'-10 15/16" W isZ� 6 1 ' - 6 11 / 16" Oq yp BuNdings, Inc. _ 1v %y 1114o west Mount M SO9 5 3 0 1 4 3 ' -11 1 / 2 " Ksmesvft, NC 2rA4 3 3'-5 1/4" 2 4'-0" 1 8 1/2" PERMIT SET- For Building Dept. Approval u Dimension Key Shape Name = 100 X 200 Wall 4, Frame 2 THIS DRAWING, INCLUDING THE INFORMATION HEREON, 1. USE 1/2 X 1 1/2 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO THE VP ENGINEER'S SEAL APPLIES REMAINS THE PROPERTY OF VP BUILDINGS. VP Buildings FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS ONLY TO THE WORK PRODUCT OF IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING FRAME CROSS SECTION AT FRAME LINE(S) 2 VP AND DESIGN AND PERFORMANCE DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND 3200 Players Club Circle Memphis TN 38125 UNLESS NOTED OTHERWISE. REQUIREMENTS SPECIFIED BY VP. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR THE VP ENGINEER'S SEAL DOES ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN REV DATE BY DESCRIPTION BUILDER JOBNO 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME APPROVAL OF VP BUILDINGS. NOT APPLY TO THE PERFORMANCE Canco General Contractors 09-7858 SIDE OF THE WEB AS THE HILLSIDE WASHER. OR DESIGN OF ANY OTHER PRODUCT CUSTOMER OR COMPONENT FURNISHED BY VP THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY Mike Lynch DATE RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP LOCATION 4/2/2009 EXCEPT TO ANY DESIGN OR PER- IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS Zephyrhills, Florida FVAR0 DINGS FORMANCE REQUIREMENTS DRAWING, DETAILS REFERENCED IN THIS DRAWING, EN DRAWN/CHECK SPECIFIED BY VP. ALL APPLICABLE VP ERECTION GUIDES, PROJECT Wheelblast FCJ AND INDUSTRY STANDARDS PERTAINING TO PROPER A BlueScope Steel Company ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BUILDERS PO# PAGE BRACING. NTS 1162 VPC VERSION: 7.1 f 6 4/21/2009 9:29:07 FILFNAME: Mike Lynch canopy3.VPC a division of BlueScope Buildings North America, Inc. ( )Frame Member Schedule (,Bolt connection & Plate Schedule Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Id Qty ASTM Bolt Bolt Plate Rows Rows Tension Washer CX005 1 6" .3750 .1875 1'-0" 3'-3" 18'-7 1/16" Dia. Length Thick. Out In Bolt RBX005 2 6" .3750 .1875 3'-3" 1'-2" 46'-5 5/8" A 14 A325 3/4" 2" 1/2" 4 3 3 6" .3125 .1345 1'-2" 1'-2" B 12 A325 3/4" 2" 3/8" 2 4 4 6" .3125 .1345 1'-2" 2'-0" RBX006 5 6" .3125 .1345 2'-0" 1'-2" 46'-5 5/8" 6 6" .3125 .1345 1'-2" 1'-2" 7 6" .3750 .1875 1'-2" 3'-3" CX005 8 E" .3750 .1875 1'-0" 3'-3" 18'-7 1/16" 60 '-2 1116" 1.000: O O N 0 O N a a � uO on O w 0 �• a U w - - - . --- e I � I A I RaXp05 I (2)FB4054 i I 0 0 FB3034I U i @ 4`6 0 0 N N O O O 0 M go {C 61 ri [*a [u n O . _. O (u N ru RBX006 100'-0" FRAME CROSS SECTION AT FRAME LINES) 3 a O r-1 N ep W r r. o 1 N ----50'-2 1/16" 1.000:1 @ 4'-6„ 1 Frame Clearances Horiz. Clearance between members 1(CX005) and 8(CX005): 92'-0 1/2" Vert. Clearance at member 1(CX005): 15'-1 7/16" Vert. Clearance at member 8(CX005): 15'-1 7/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) T O O O N ,i O N on r-4 M fu N d O O a Ln a' (2) FB4054 63034 9 23'-2" Ridge Ht. 8 3 1/2" 7 2 @ 3'-10 15/16" ThO6 1' -6 11/16" q Vp.E No. 57109 InIIII D VP Buildings, kw- 5 3' —0"West a 4 3' -11 1/2" 11401 K nemsvft, NP 3 3'-5 1/4" - 2 4'-0" 1 s 1/2" PERMIT SET- For BuildingDept. Approval [-]Dimension Key Shape Name = 1CO X 2C0 Wall 4, Frame 3 p. pp oval THIS DRAWING, INCLUDING THE INFORMATION HEREON, 1. USE 1/2 X 1 1/2 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO THE VP ENGINEER'S SEAL APPLIES REMAINS THE PROPERTY OF VP BUILDINGS. VP Buildings FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS ONLY TO THE WORK PRODUCT OF IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING FRAME CROSS SECTION AT FRAME LINE(S) 3 VP AND DESIGN AND PERFORMANCE DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND 3200 Players Club Circle Memphis TN 38126 UNLESS NOTED OTHERWISE. REQUIREMENTS SPECIFIED BY VP. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR THE VP ENGINEER'S SEAL DOES ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN BUILDER JOBNO 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME APPROVAL OF VP BUILDINGS. REV DAZE BY DESCRIPTION Canco General Contractors NOT APPLY TO THE PERFORMANCE 09_7858 SIDE OF THE WEB AS THE HILLSIDE WASHER. OR DESIGN OF ANY OTHER PRODUCT CUSTOMER OR COMPONENT FURNISHED BY VP THE GENERAL CONTRACTOR AND/OR ERECTOR 13 SOLELY Mike Lynch DATE RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP EXCEPT TO ANY DESIGN OR PER- IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS LOCATION 4/2/2009 FORMANCE REQUIREMENTS DRAWING, DETAILS REFERENCED IN THIS DRAWING, Zephyrhills, Florida VP BUILDINGS DRAWNICHECK SPECIFIED BY VP. ALL APPLICABLE VP ERECTION GUIDES, PROJECT VARCOPRUDEN AND INDUSTRY STANDARDS PERTAINING TO PROPER Wheelblast FCJ ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BUILDERS PO# A BlueScope Steel Company PAGE BRACING. NTS 1162 VPC VERSION: 7.1 f 7 4/21 /2009 9•29•08 FILENAME: Mike Lynch canopy3.VPC a division of BlueScope Buildings North America, Inc. Frame Member Schedule Part Mem Width Thick WebThk. Depth] Dept:h2 C,X006 1 6" .5000 .1644 1'-0" 2'-9" RBX007 2 6" .3750 .1875 3'-3" 1'-2" 3 6" .3125 .1345 1'-2" 1'-2" 4 6" .3125 .1345 1'-2" 2'-0" RBX008 5 6" .3125 .1345 2'-0" 1'-2" 6 6" .3125 .1345 1'-2" 1'-2" 7 6" .3750 .1875 1'-2" 3'-3" CX006 8 6" .5000 .1644 1'-0" 2'-9" 0 rn O 1 N (2)FB4020i i I Approx . Lgt), 18'-6 9/16" 46'-ll 11/16" 46'-ll 11/16" 18'-6 9/16" e,,, Bolt Connc;cti.on & Plate Schedule Id Qty ASTM Bolt Bolt Plate Rows Rows Tension Washer Dia. Length Thick. Out In Bolt A 14 A325 3/4" 2" 1/2" 4 3 B 12 A325 3/4" 2" 3/8" 2 4 _ 50'-2 1/16" 1.000:1 @ 4,-6„ O O a O Ln O O 0 N N v go 0 f0 O W O __ RBXpO1 frame Clearances Horiz. Clearance between members 1(CX006) and 8(CX006): 93'-0 9/16" Vert. Clearance at member 1(CX006): 15'-1 1/16" Vert. Clearance at member 8(CX006): 15'-1 1/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) T '-,--50'-2 @ 4'-6" 0 N 0 N 5 O O O C1 CI O m r O w W O N --__-_ B N "_- --�4' p a O W er co LO O O go N ma -- -- v_ U RBX008 ` -- -- — - 100'-0" FRAME CROSS SECTION AT FRAME LINES) 4 (2) FB4020 W• Thomas W. ,Truxton 7 23' -2" Ridge Ht. 9 P,E. No.67109 6 3 1/ 2�- t y l 1r 0 V P Buildings. lnc. 5 2 @ 3 10 15 / 16 Ker vMls. MC IM4 1140 %11kW MMWAW - 4 1'-6 11/16" 3 3'-0" 2 3'-11 1/2" Dimension Key shape Name = 100 X 200 Wall 4, Frame 4 PERMIT SET- For Building Dept. Approval THIS DRAWING, INCLUDING THE INFORMATION HEREON, 1. USE 1/2 X 1 1 /2 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO THE VP ENGINEER'S SEAL APPLIES REMAINS THE PROPERTY OF VP BUILDINGS. VP Buildings FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS ONLY TO THE WORK PRODUCT OF IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING FRAME CROSS SECTION AT FRAME LINE(S) 4 VP AND DESIGN AND PERFORMANCE DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND 3200 Players Club Circle Memphis TN 38125 UNLESS NOTED OTHERWISE. REQUIREMENTS SPECIFIED BY VP. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR THE VP ENGINEER'S SEAL DOES ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN REV DATE BY DESCRIPTION BUILDER JOBNO NOT APPLY TO THE PERFORMANCE 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME APPROVAL OF VP BUILDINGS. Canco General Contractors 09-7858 SIDE OF THE WEB AS THE HILLSIDE WASHER. OR DESIGN OF ANY OTHER PRODUCT THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY CUSTOMER Mike Lynch DATE OR COMPONENT FURNISHED BY VP RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP LOCATION 4/2/2009 EXCEPT TO ANY DESIGN OR PER- IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS Zephyrhills, Florida FVP BUILDINGS FORMANCE REQUIREMENTS DRAWING, DETAILS REFERENCED IN THIS DRAWING, DRAWN/CHECK SPECIFIED BY VP. ALL APPLICABLE VP ERECTION GUIDES, PROJECT VARCO PRUDEN AND INDUSTRY STANDARDS PERTAINING TO PROPER Wheelblast FC.J ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BUILDERS PO# A Blue5cope Steel Company PAGE BRACING. NTS 1162 VPC VERSION: 7.1 f 8 4/21 /2009 9:29.10 r"Cry"mt: Mike Lynch canopy3.VPC a division of BlueScope Buildings North America, Inc. O Frame Member Schedule (?dolt Connection & Plate Schedule Frame Clearances Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Id Qty ASTM Bolt Bolt Plate Rows Rows Tension Washer HOriz. Clearance between members 1 (CX007) and 8 (CX007) • 92'-0 1/2" CX007 1 6" .3750 .1875 1'-Off 3'-3" 18'-7 1/16" Dia. Length g Thick. Out In Bolt t_ Vert. Clearance at member 1(CX007): 15 1 „ 7/16 RBX009 2 6" .3750 .1875 3'-3" 1'-2" 46'-5 5/8" A 14 A325 3/4" 2" 1/2" 4 3 Vert. Clearance at member 8(CX007): 15'-1 7/16" 3 6" 3125 .1345 1'-2" 1'-2" B 12 A325 3/4" 2" 3/8" 2 4 Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 4 6" .3125 .1345 1'-2" 2'-0" RBX010 5 6" .3125 .1345 2'-0" 1'-2" 46'-5 5/8" 6 6" .3125 .1345 1'-2" 1'-2" 7 6" .3750 .1875 1'-2" 3'-3" CX007 8 6" .3750 .1875 1'-0" 3'-3" 18'-7 1/16" -2 1/16" 1.000:1 -2 1/16" 1.000:1 T B o O 0 O v of O co t+1 a Kl o N a• Oan O O N W -- - - -- B N r. - -- - - — W o .__ - .� N o r-1 U O N M _ — , -_ -.. --.._ -- LO N tG W - __ cli N U �.� --- ---�- - -- —.._ — RSX010 (2)FB4054� I I I I FB3034 I I 9 23'-2" Ridge Ht. 8 3 1/2" 7 2 @ 3'-10 15/16" 6 1'-6 11/16" 5 3'-0" 4 3'-11 1/2" 3 3'-5 1/4" 2 4'-0" 1 8 1/2" ❑ Dimension Key [:V�Xp 0 9 1(2)FB4054 I d' o n u o IFB3034 1. USE 1/2 X 1 1/2 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP. 100'-0" FRAME CROSS SECTION AT FRAME LINES) 5 Name = 100 X 200 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. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAINING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. Hiss ruxt n P.E. No. 57109 ���►I�q VP Buildings, Inc. 1140 West Mountain SU I KerrwirsvnW NC 27284 •1• s PERMIT SET- For Building Dept. Approval VP Buildings FRAME CROSS SECTION AT FRAME LINES 5 3200 Players Club Circle Memphis TN 38126 REV DATE BY DESCRIPTION BUILDER Canco General Contractors JOBNO 09-7858 CUSTOMER Mike Lynch DATE VP BUILDINGS VARco PRUDEN 4/2/2009 LOCATION Zephyrhills, Florida DRAWN/CHECK PROJECT Wheeiblast A BlueScope Steel Company FCJ BUILDERS PO# PAGE NTS 1162 VPC VERSION: 7.1 T 9 4/21/2009 9:29:12 "`t""" : Mike Lynch eanopy3.VPC a division of BlueScope Buildings North America, Inc. (')Frame Member Schedule (�Bol.t Connection & Plate Schedule Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Id Qty ASTM Bolt Bolt Plate Rows Rows Tension Washer CX006 1 6" .5000 .1644 1'-0" 2'-9" 18'-6 9/16" Dia. Length Thick. Out In Bolt RBX011 2 6" .3750 .1875 3'-3" 1'-2" 46'-ll 11/16" A 14 A325 3/4" 2" 1/2" 4 3 3 6" 3125 .1345 1'-2" 1'-2" B 14 A325 3/4" 2" 3/8" 3 4 4 6" .3125 .1345 1'-2" 2'-0" RBX012 5 6" .3125 .1345 2'-0" 1'-2" 46'-11 11/16" 6 6" .3125 .1345 1'-2" 1'-2" 7 6" .3750 .1875 1'-2" 3'-3" CX006 8 6" .5000 .1644 1'-0" 2'-9" 18'-6 9/16" F 4 �� •II 50'-2 1/16" 1.000:12 9 @ 4'-6" 0 N 6 O Cl) o m .r G. V, N r [O r a cu N [4 - O O V m N (2)FB40201 i 100'-0" Frame Clearances Horiz. Clearance between members 1(CX006) and 8(CX006): 93'-0 9/16" Vert. Clearance at member 1(CX006): 15'-1 1/16" Vert. Clearance at member 8(CX006): 15'-1 1/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 50'-2 1/16" 1.000: @ 4'-6,. O 5 N 0 cn c LO m o t.. � t=. o N RBX012 h FRAME CROSS SECTION AT FRAME LINES) 6 x C 0 ON (2)FB4020 14,a,l N/ Q " Thomas W. TruxtDn 7 2 3' -2" Ridge Ht . P.E. No. 57109 Buifdirgs. r1Q. _ " 5 2 @ 3 10 15 / 16 _ KsrnsraMN► � �� 6 3 1/ 2 yIG I 1140 West MountaM !�M 4 1'-6 11/16" ; 3 3' -0" 2 3'-11 1/2" 1 s 1/2" PERMIT SET- For Building Dept. Approval Dimension Key Shape Nams = 100 X 200 Wall 4, Frame 6 g p pp THE INFO 1. USE 112 X 1 1/2 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO THE VP ENGINEER'S SEAL APPLIES REMAINS HEGPROP RTHIS ,DTY OF VP BUILDINGS. RMATION HEREON, VP Buildings FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS ONLY TO THE WORK PRODUCT OF IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING FRAME CROSS SECTION AT FRAME LINE(S) 6 VP AND DESIGN AND PERFORMANCE DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND 3200 Playors Club Circle Memphis TN 38126 UNLESS NOTED OTHERWISE. REQUIREMENTS SPECIFIED BY VP. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR THE VP ENGINEER'S SEAL DOES ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN BUILDER JOBNO 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME APPROVAL OF VP BUILDINGS. REV DATE BY DESCRIPTION Canco General Contractors NOT APPLY TO THE PERFORMANCE 09-7858 SIDE OF THE WEB AS THE HILLSIDE WASHER. OR DESIGN OF ANY OTHER PRODUCT THE GENERAL CONTRACTOR AND/OR ERECTOR ISSOLELY CUSTOMER Mike Lynch DATE OR COMPONENT FURNISHED BY VP RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP LOCATION 4/2/2009 EXCEPT TO ANY DESIGN OR PER- IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS Zephyrhill3, Florida VP BUILDINGS FORMANCE REQUIREMENTS DRAWING, DETAILS REFERENCED IN THIS DRAWING, VARco PRUD2EN DRAWNICHECK SPECIFIED BY VP. ALL APPLICABLE VP ERECTION GUIDES, PROJECT Wheelblast FCJ AND INDUSTRY STANDARDS PERTAINING TO PROPER A BlueScope Steel Company ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BUILDERS PO# p y PAGE BRACING. NTS 1162 VPC VERSION: 7.1 f 10 _ 4/21/2009 9:29:13 FILENAME: Mike Lynch canopy3.VPC a division of BlueScope Buildings North America, Inc. _)Frame Member Schedule Part Mem Width Thick WebThk. Depthl Depth2 CX005 1 6" .3750 .1875 1'-0" 3'-3" RBX005 2 6" .3750 .1875 3'-3" 1'-2" 3 6" .3125 .1345 1'-2" 1'-2" 4 6" .3125 .1345 1'-2" 2'-0" RBX006 5 6" .3125 .1345 2'-0" 1'-2" 6 6" .3125 .1345 1'-2" 1'-2" 7 6" .3750 .1875 1'-2" 3'-3" CX005 8 6" .3750 .1875 1'-0" 3'-3" O (2)FB4054i I i FB3034 I O O O p N v N W O w a N n h 0 0 U "Y.p05 Approx.bgth 18'-7 1/16" 46'-5 5/8" 46'-5 5/8" 18'-7 1/16" ()Bolt Connection & Plate Schedule Id Qty ASTM Bolt Bolt Plate Rows Rows Tension Washer Dia. Length Thick. Out In Bolt A 14 A325 3/4" 2" 1/2" 4 3 B 12 A325 3/4" 2" 3/8" 2 4 1-2 1/16" 1.000:12-- '-2 1./16" 1.000:12�_ �f _19 @ 4'-6" � --.9 @ 4'-6" C. 0 N N O O v M M O W co0 C N _ N a r A _ - -- - - - - - - W r o rG c� 00 N N a RBX006 -100'-01, FRAME CROSS SECTION AT FRAME LINES) 7 Frame Clearances Horiz. Clearance between members 1(CX005) and 8(CX005): 92'-0 1/2" Vert. Clearance at member 1(CX005): 15'-1 7/16" Vert. Clearance at member 8(CX005): 15'-1 7/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) ,._,.I- -- __ _ T O O a p N O ar a' N O W U') a W O W a U I A n x 0 0 cn I(2)FB4054 1� FB3034 r i a 9 23'-2" Ridge Ht. 8 3 1/2" W. Truxton 7 2 @ 3 ' -10 15 / 16 " . ;; P.E. No. 57109 6 16 11 / 16" y,01 VP Buildings, inc. 5 31 - 0„ Kernwsville, NC 27284 �/ 1140 West Mountain Stniet 4 3'-11 1/2" 3 3'-5 1/41' 2 4'-0" nn Dimension Key Shape Name = 100 X 200 Wall 4, Frame 7 PERMIT SET- For Building Dept. Approval THIS DRAWING, INCLUDING THE INFORMATION HEREON, 1. USE 1/2 X 1 1/2 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO THE VP ENGINEER'S SEAL APPLIES REMAINS THE PROPERTY OF VP BUILDINGS. VP Buildings FRAME GIRT TO FRAME AND GIRT TO CLIP CONNECTIONS ONLY TO THE WORK P_tODUCT OF IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING FRAME CROSS SECTION AT FRAME LINE(S) 7 > > VP AND DESIGN AND PERFORMANCE DESCRIBED IN THE APPUCABLE PURCHASE ORDER AND 3200 Players Club Circle Memphis TN 38126 UNLESS NOTED OTHERWISE. REQUIREMENTS SPECIFIED BY VP. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR THE VP ENGINEER'S SEAL DOES ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN REV DATE BY DESCRIPTION BUILDER JOBNO 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME NOT APPLY TO THE PERFORMANCE APPROVAL OF VP BUILDINGS. Canco General Contractors 09-7858 SIDE OF THE WEB AS THE HILLSIDE WASHER. OR DESIGN OF ANY OTHER PRODUCT THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY CUSTOMER Mike Lynch DATE OR COMPONENT FURNISHED BY VP RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP 4/2/2009 LOCATION EXCEPT TO ANY DESIGN OR PER- IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS Zephyrhills, Florida VVPILDINGS FORMANCE REQUIREMENTS DRAWING, DETAILS REFERENCED IN THIS DRAWING, VARCO PRUDEN DRAWN/CHECK SPECIFIED BY VP. ALL APPLICABLE VP ERECTION GUIDES, PROJECT Wheelblast FCJ AND INDUSTRY STANDARDS PERTAINING TO PROPER A BlueScop a Steel Company ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BUILDERS PO# PAGE BRACING. NTS 1162 VPC VERSION: 7.1 f 11 4/21/2009 9:29:15 Mike Lynch canopy3.VPC a aivision or muez)cope nunaings rvonn America, inc, ()Frame Member Schedule Part Mem Width Thick WebThk. Depth]. Depth2 CX003 1 6" .5000 .1875 1'-0" 3'-2" RBX003 2 6" .5000 .1875 3'-3" 1'-4" 3 6" .3125 .1345 1'-4" 1'-4" 4 6" .3125 .1644 1'-4" 2'-4" RBX004 5 6" .3125 .1644 2'-4" 1'-4" 6 6" .3125 .1345 1'-4" 1'-4" 7 6" .5000 .1875 1'-4" 3'-3" CX004 8 6" .5000 .1875 1'-0" 3'-2" T Full O N � O O N a In CI O �++ DA I I I I I ° 9 23'-2" Ridge Ht. 8 3 1/2" 7 2 @ 3'-10 15/16" 6 1'-6 11/16" 5 3'-0" 4 3'-11 1/2" 3 3'-5 1/4" 2 4'-0" 1 8 1/2" [—]Dimension Key RBXp03 Approx.Lgth 18'-7" 46'-6 5/8" 1. USE V2 X 1 1/2 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. 46'-6 11/16" 18'-7" 1M OBolt Connection & Plate Schedule Id Qty ASTM Bolt Bolt Plate Rows Rows Tension Dia. Length Thick. Out In Bolt A 16 A325 3/4" 2" 1/2" 4 4 B 10 A325 3/4" 2" 3/8" 2 3 C 12 A325 3/4" 2 1/4" 5/8" 4 2 0 -2 1/16" 1.000:12--- -- -9 @ 41- 6" Washer @ 4 `6 -2 1/16" 1.000:1 Frame Clearances Horiz. Clearance between members 1(CX003) and 8(CX004): 92'-2 9/16" Vert. Clearance at member l(CX003): 15'-1 1/2" Vert. Clearance at member 8(CX004): 15'-1 1/2" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 0 u*j 0 to - 0 0 a O eh w M W o a N co co B N a r to RBX004 - THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP. 100'-0" FRAME CROSS SECTION AT FRAME LINES) 8 Name = 100 X 200 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 CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. T d O N O O v N u+ O N Qa C I I 1 (2) FB4050 e I d' I Ia X 0 o I I I I YV Thomas W. Truxton P.E. No. 57109 VP BulkOnOs, kv- Q / 1140 West Mound n Street KWMmville, NC 27264 PERMIT SET- For Building Dept. Approval VP Buildings FRAME CROSS SECTION AT FRAME LINES 8 3200 Players Club Circle Memphis TN 38125 BY I DESCRIPTION NTS 4/21 /2009 9:29:16 Canco General Contractors CUSTOMER Mike Lynch LOCATION Zephyrhills, Florida PROJECT Wheelblast BUILDERS PO# 1162 FILENAME` Mike Lynch canopy3.VPC JOBNO 09-7858 DATE FVPBU'uLIDNGSq 4/2/2009 VAROPDEN DRAWN/CHECK a division of BlueScope Buildings North America, Inc O Frame Member Schedule Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Detail. Cee Mark No CX001 1 6" .3750 .1644 1'-0" 2'-8" 18'-6 9/16" RBX001 2 6" .3750 .1644 2'-8" 1'-0" 47'-0 1/16" 3 6" .2500 .1345 1'-0" 1'-0" 4 6" .3125 .1345 1'-0" 2'-4" RBX013 5 6" .3125 .1345 2'-4" 1'-0" 47'-0 1/16" 6 6" .2500 .1345 1'-0" 1'-0" 7 6" .3750 .1644 1'-0" 2'-8" CX002 8 6" .3750 .1644 1'-0" 2'-8" 18'-6 9/16" EPX001 9 5" .1875 .1345 9" 9" 3'-6 7/16" BR25C7 EPX002 10 5" .1875 .1345 9" 9" 4'-9 1/2" BR25C7 EPX002 11 5" .1875 .1345 9" 9" 4'-9 1/2" BR25C7 EPX001 12 5" .1875 .1345 9" 9" 3'-6 3/8" BR25C7 0 rn T FB3050I ("JBolt Connection & Plate Schedule Id Qty ASTM Bolt Bolt Dia. Length A 10 A325 3/4" 2" B 12 A325 3/4" 2" C 2 A325 3/4" 1 1/2" 0'-2 1/16" 1.000:1 @ 4'-6" C V' ID O 0 O — c-- o-- m - - -- w _.. N I U N I e-I O N I GC176120 RBXp01 M OD U t7 115'-0" Frame Clearances Plate Rows Rows Tension Washer Horiz. Clearance between members 1 (CX001) and 8 (CX002) : 93'-2 1/2" Thick. Out In Bolt Vert. Clearance at member 1(CX001): 15'-7 7/8" 1/2" 3 2 Vert. Clearance at member 8(CX002): 15'-7 7/8" 3/8" 3 3 Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 115'-0" a a a e� 0 0 M M O W W O w N O w 8'-6" } 20'-0" 23'-0" innI_nIf FRAME CROSS SECTION AT FRAME LINES) 9 RBX013 --`50' '2 1/16" 1.000:12- @ C M O co N O bw N O -- wCq N O O a o c0v w � � Gy M w °D U U 115'-0" 115'-0" GC176120 0'-0" 18'-6" T FB3050 7 6 23'-2" Ridge Ht. 3 1/2" W• 0 Thomas W. Tru on P.E. No. 57109 I 5 4 ' - 1, 4 @ 1 11 7/16 1' - 6 11 / 16" VP Buildings, Inc• �I 1 140 ernersv 27284 3 3'-0" 2 3'-11 1/2" 1 8 1/2" [:]Dimension Key Shape Name = 100 X 200 Wall 4, Frame 9 PERMIT SET- For Building Dept. Approval 1. USE 112 X 1 1/2 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THIS DRAWING, INCLUDING THE REMAINS HE PROPERTY OF VP BUILD NGS. HEREON, IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED N THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR VP Buildings 3200 Players Club Circle Memphis TN 38125 FRAME CROSS SECTION AT FRAME LINE(S) 9 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. THE VP ENGINEER'S SEAL DOES NOT APPLY To THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. REV DACE BY DESCRIPTION BUILDER Canco General Contractors CUSTOMER Mike Lynch LOCATION Zephyrhills, Florida 2 VP BUILDINGS JOBNO JOBNO 8 THE GENERAL CONTRACTOR AND/OR ERECTOR ISSOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS i' DATE 4/2/2009 DRAWNICHECK FCJ FORMANCE REQUIREMENTS SPECIFIED BY VP. DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. PROJECT Wheelblast BUILDERS PO# 1162 VARCO PRUDEN A BlueScope Steel Company VPC VERSION: 7.1 f NTS PAGE 13 4/21/2009 9.29:18 FILENAME: Mike Lynch canopy3.VPC. a division of BlueScope Buildings North America, Inc. )Part Mark Ke. Secondary Part Schedule 1 J25 (See BR09HF) Mark Part Thick. Depth Lap 2 P56 Ell OiEE2411414 0.0820 8 1/2" 3 J25 E6 OlEE2411415 0.0730 8 1/2" 4 P57 E8 02EE2411417 0.0590 8 1/2" E9 OlEE2411417 0.0590 8 1/2" J25 004JOB03717 0.0590 8 1/2" P45 34P2801015 0.0730 8 1/2" 3'-0" P46 42P2902415 0.0730 8 1/2" 2'-0" P47 42P2902417 0.0590 8 1/2" 2'-0" P56 001P0710017 0.0590 8 1/2" P57 002P0710 .1 0.0590 8 1/2" 2 3 4 5 6 7 8 9 P58 34P28010 0.0650 8 1/2" 3'-0" P59 32P270101 0.0730 8 1/2" 2'-0" P60 34P2801014 0.0820 8 1/2" 3'-0" o- 1 1'-0" F� Dimension Key ;1R6B8 ri P45 1.R6B7 1R6B6 1R6B5 1R6B4 1R6B3 1R6B2 1R6B1 P59 r� 2 4 2 I I i P60 P46• P46 P60 I I i I P46 P46 P60 I I P60 I I I IL P Typ. ----.-._.-._ ------..-._.-__._...._ _... P58(Typ.) P47(Typ.) ..... --------- _.... - --- P47(Typ.) P47(Typ.) ----- -........... .._ - ---- P47(Typ.) P47(Typ.) ---- ...-------- ----- --- P47(Typ.) - P47(Typ.) -- --- - ---- --- -- - - ------------------- P47(Typ.) P47(Typ.) -- ----- P47(TYp.) P47(Typ.) ---------------- ----- P47(Typ.) P46- P58(TYp•) --- ------------ --- P58(Typ.) P60 - I I I P60 P46 I I i i I i I I I P46 P46 P60 P60 P59 1R5B2 1R5B3 1R5B4 -------E9----------- 1R5B5 -----------E9----------------- 1R5B6 --- -E9---------- 1R5B7 -------_.-._._.E6--------- P45 cn 1R5B8 ---------.EB--- 4 I 2 r� 2 4 ----- � 1R5131 4'-0" 1. UNLESS NOTED, USE 1/2 X 1 1/2 A-325 SNUG TIGHTENED BOLTS FOR PURLIN LAP, PURLIN TO FRAME, FLANGE BRACE TO FRAME, AND FLANGE BRACE TO PURLIN CONNECTIONS. 2. WIND, FLANGE, AND PURLIN BRACING ARE AN INTEGRAL PART OF THE ROOF STRUCTURAL SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. REMOVAL OR ALTERATION OF ROOF BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 5'-0 THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP. 5'-0" 25'-0" 1.25'-0" 25'-0" 25'-0" 24'-0 200'-0" Name = 100 X 200 ROOF SECONDARY PLAN THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VP Buildings 3200 Players Club Circle Memphis TN 38125 PERMIT SET- For Building Dept. Approval ROOF SECONDARY PLAN REV DATE BY DESCRIPTION BUILDER Canco General Contractors CUSTOMER Mike Lynch LOCATION Zephyrhills, Florida PROJECT Wheelbiast NTS BUILDER$ PO# 1162 4 1 # /'// / - 7,-, U­; Thomas W. Truxton P.E. No. 57109 �/v 0q VP Buildings, Inc. 1140 West Mountain Street Kernersville, NC 27284 %0WO P 09-7858 DATE PVP2BUILDINGS 4/2/2009 VARCO PRUDEN DRAWN/CHECK FCJ A BlueScope Steel Company PAGE VPC VERSION: 7.1 f 14 4/21/2009 9:29:19 r"""".- Mike Lynch canopy3.VPC a awision or dwescope euuaings NOM America, inc. Secondary Part Schedule Mark Part G44 40G2202417 G45 40G2502417 G56 01C1805417 G58 01C1911417 G59 01C2211417 G98 40GO511217 G99 40GO511317 1 2'-4 3/4" Dimension Key Thick. Depth Lap 0.0590 8 1/2" 1'-0" 0.0590 8 1/2" 1'-0" 0.0590 8 1/2" 0.0590 8 1/2" 0.0590 8 1/2" 0.0590 8 1/2" 1'-0" 0.0590 8 1/2" 1'-0" 1. UNLESS NOTED, USE 1/2 X 1 1/2 A-325 SNUG TIGHTENED BOLTS FOR GIRT LAP, GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS. 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 18'-6'1 20'-O' -- 1, -- 23'-0" 20'-011 THE VP ENGINEER'S SEAL APPLIES ONLY .,0 THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP. 00'—O" SECONDARY ELEVATION AT 1 Shape Name = 100 X 200, Wall = 1 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT 13 PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VP Buildings 3200 Players Club Circle Memphis TN 38125 PERMIT SET- For Building Dept. Approval SECONDARY ELEVATION AT 1 REV DE1fiE BY DESCRIPTION BUILDER Canco General Contractors CUSTOMER Mike Lynch LOCATION Zephyrhills, Florida PROJECT Wheelblast NTS BUILDERS PO# 1162 a ruxt n P.E. No. 57109 VP BuUdings, Inc. / ii40 West Mountain West KsrnersvHIO, NC 27284 VP BUILDINGS VARCO PRUDEN A BlueScope Steel Company VPC VERSION: 7.1 f 09-7858 4/2/2009 DRAWN/CHECK FCJ PAGE 15 4/21/2009 9:29:20 NLVrvame: Mike Lynch eanopy3.VPC a division of BlueScope Buildings North America, Inc. e\ Part Mark Key Secondary Part Schedule 1 J2 Mark Part Thick. Depth Lap 2 H2 G64 40G2702417 0.0590 8 1/2" 1'-0" 3 G91 G69 02C2411417 0.0590 8 1/2" 4 G92 G70 30G2601017 0.0590 8 1/2" 1'-0" G74 01C2411417 0.0590 8 1/2" G77 01C2411415 0.0730 8 1/2" G89 03131100217 0.0590 8 1/2" G90 03G2511414 0.0820 8 1/2" G91 03GO200217 0.0590 8 1/2" G92 01G0403217 0.0590 8 1/2" G93 03G1002417 0.0590 8 1/2" H2 DHC0304417 0.0590 8 1/2" J2 001J0701417 0.0590 8 1/2" J23 002J1108617 0.0590 8 1/2" 10'-9 3/4"—�—�6I--,L 10'-9 3/4"_046 19'-9 3/4" L 10'-9 3/4" 1.--16�—k-10'-9 3/9" 9'-0" ��I25'-0"��I 25'-0" 25'-0" 25'-0" 25'-0" 251`-'01'� 29'-0" 7 1'-9 3/4" 6 3'-4 1/2" 5 3'-0" 4 3'-11 1/2" 3 3'-5 1/4" 2 4'-0" 1 1'-0" ❑ Dimension Key 1. UNLESS NOTED, USE 112 X 1 1/2 A-325 SNUG TIGHTENED BOLTS FOR GIRT LAP, GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS. 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP. 00'-0" SECONDARY ELEVATION AT A Shape Name =100 X 200, Wal; = 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. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. 3200 Players Club Circle Memphis TN 38125 PERMIT SET- For Building Dept. Approval SECONDARY ELEVATION AT A REV DATE BY DESCRIPTION BUILDER Canco General Contractors CUSTOMER Mike Lynch LOCATION Zephyrhiils, Florida PROJECT Wheelblast NTS BUILDERS PO# 1162 Thomas W. Truxton P.E. No. 57109 VP Buildings, Inc. 1140 West Mountain Sh*W Kernwsville, NC 27284 JOBNO 09-7858 DATE RVPBUILDINGS 4/2/2009 VARCO PRUDEN DRAWN/CHECK FCJ A BlueScope Steel Company PAGE VPC VERSION: 7.1 f 16 4/21 /2009 9.29.21 FILENAME: Mike Lynch canopy3.VPC a division of BlueScope Buildings North America, Inc. 20'-0" 1. 23'-0" 20'-0" 1. 100'-0" SECONDARY ELEVATION AT 9 W. Tru n P.E. No. 57109 �lyll to VP Buildings, Inc. 1140 West MourdWn Street Ke mersvft NC 27264 1 2'-4 3i4" PERMIT' SET- For BuildingDept. Approval Dimension Key Shape Name =100 X 200, Wall = 3 p. pP 1. UNLESS NOTED, USE 112 X 1 1/2 A-325 SNUG TIGHTENED BOLTS FOR GIRT LAP, GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND VP Buildings 3200 Players Club Circle Memphis TN 38125 SECONDARY ELEVATION AT 9 JAMB AND HEADER CONNECTIONS. REQUIREMENTS SPECIFIED BY VP. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT AUTHORIZATION IS PROHIBITED. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER— FORMANCE REQUIREMENTS SPECIFIED BY VP. ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. REV DATE BY DESCRIPTION BUILDER Canco General Contractors CUSTOMER Mike Lynch LOCATION Zephyrhills, Florida PROJECT Wheelblast BUILDERS PO# 1162 FVrPBUILCO DINGSPRIOR PRU I A BlueScope Steel Company VPC VERSION: 7.1 f JOBNO 09-7858 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DATE 4/2/2009 DRAWN/CHECK FCJ . NTS PAGE 17 4/21/2009 9.29.22 FILENAME: Mike Lynch canopy3.VPC a division of BlueScope Buildings North America, Inc. ( )Part Mark Key Secondary Part Schediile 1 J2 Mark Part Thick. Depth Lap 2 H2 G64 40G2702417 0.0590 8 1/2" 1'-0" 3 G91 G69 02C2411417 0.0590 8 1/2" 4 G92 G70 30G2601017 0.0590 8 1/2" 1'-0" G74 01C2411417 0.0590 8 1/2" G77 01C2411415 0.0730 8 1/2" G89 03G1100217 0.0590 8 1/2" G90 03G2511414 0.0820 8 1/2" G91 03GO200217 0.0590 8 1/2" G92 01G0403217 0.0590 8 1/2" G93 03131002417 0.0590 8 1/2" H2 DHC0304417 0.0590 8 1/2" J2 001J0701417 0.0590 8 1/2" J24 003J1108617 0.0590 8 1/2" LO o m H M N 7 1'-9 3/4" 6 3'-4 1/2" 5 3'-0" 4 3'-11 1/2" 3 3'-5 1/4" 2 4'-0" 1 1'-0" F] Dimension Key 10'-9 3/4" 1.6 10'-9 3/4" 19'-9 3/4" 10'-9 3/4"---J`-{6F-- 1 10'-9 3/4" 4'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 24'-0" 1. UNLESS NOTED, USE 1/2 X 1 1/2 A-325 SNUG TIGHTENED BOLTS FOR GIRT LAP, GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS. 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP. 00'-0 SECONDARY ELEVATION AT F Shape Name = 100 X 200, Wall = 4 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. r Thomas W. Truxton P.E. No. 57109 VP Buildings, him 1140 West Mlourl11aln > bvm Kernom tls, NO 27M PERMIT SET- For Building Dept. Approval VP Buildings SECONDARY ELEVATION AT F 3200 Players Club Circle Memphis TN 38125 REV DATE BY DESCRIPTION BUILDER Canco General Contractors JOBNO 09-7858 CUSTOMER Mike Lynch DATE DINGS EVARCOEN A BlueScope Steel Company 4/2/2009 LOCATION Zephyrhills, Florida DRAWN/CHECK FCJ PROJECT Wheelblast BUILDERS PO# PAGE NTS 1162 VPC VERSION: 7.1 f 18 4121 /2009 9:29:23 FILENAME: Mike Lynch eanopy3.VPC a division of BlueScope Buildings North America, Inc. Covering Schedule Id Qty Length #11 67 26'-8 7/8" #12 67 22'-10" #13 67 3'-4" #14 67 26'-8 7/811 #15 67 22'-10" Oper. Code:l=SQ,SQ Oper. Code:3=SQ,.1_ Finish: G=Galval Color:TD=Standard Color Trim Schedule Type Gage OP Fin. Color Direction Id Parts Color Details PR 26 1 G TD Left to Right T1 BS1,GGC1,MCC 1,PRF1 Cool Colonial Red RC38A1 PR 26 1 G TD Left to Right T2 BSI,GGCI,MCCI,PRF1 Cool Colonial Red RC38A1 PR 26 3 G TD Left to Right T3 RRC10,SPC10 Cool Colonial Red RC38C4 PR 26 1 G TD Left to Right PR 26 1 G TD Left to Right Insulation Schedule (Install in same direction as Covering) Id Qty Type Start Run Last Run Thick. Facing BL .4 1 'CC BLK 33 IC BLK3 1 IC BLK4 33 IC Starter W dth= Location Outsi Direction =Acro Type : IC=F bergl Facing:AV VR-R (D- 0 0 0 RM Em - (Field Repair Fastener) (1 bags) #55308 #17-14xl" S.S. Roof Fastener u Dimension Key 1. PRE -DRILLING 1/8 DIAMETER HOLES FOR ROOF STRUCTURAL FASTENERS MAY BE REQUIRED AT 11 GAGE PURLINS, NESTED PURLINS, PURLIN LAP LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS 2. ROOF SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. PANELS SHOWN WITH A LENGTH LESS THAN 1-0, 5-0 FOR SSR, MAY HAVE TO BE FIELD CUT. 4. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP. 7)#1 :,K4— 7)#1 (67)! (67) —(3 (67) 200'-0 ROOF COVERING PLAN Shape Name =100 X 200 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLF VP 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 REV DATE BY DESCRIPTION NTS w_ww_w- PERMIT SET- For Building Dept. Approval ROOF COVERING PLAN BUILDER Canco General Contractors CUSTOMER Mike Lynch LOCATION Zephyrhilis, Florida PROJECT Wheelblast BUILDERS PO# 1162 FILENAME: ■■_I__ 1 vr%^ Thomw W. Tnow P.E. No. M A/Zl �� fiVP Bulkgng%&AL 1140 West Mo1NIf h Sh" Ksnwsvbi% NC !/M JOBNO 2ZVARCO 09-7858 DATE ILDINGS 4/2/2009 DRAWNICHECK FCJ RUDEN A BlueScope Steel Company VPC VERSION: 7.1 f PAGE 19 a divi%tinn of RhieSmne Ruildinas Nndh America Inc INA IILVV.7 .7.L.7.6'T 1welmu L.r11411 V4xIIVF7rV. V r V Covering Schedule Id Qty Type Start Length #6 17 PR 7'-9" #1 17 PR 7'-9" Oper. Code:l=SQ,SQ Finish:K=KXL Color:ZG=Zinc Gray T O i 0) N H Gage OP Fin. Color Incremeat 26 1 K ZG 3" 26 1 K ZG 3" Direction Left to Right From Peak Right to Left From Peak T3-50'-2 1/16" Trim Schedule Id Parts T1 (5) BA1, (10) FDT10 T2 CT20 T3 (7)RCHB15,(5)RKF20,RKF10 Color Details Match Wall Color EN52A1,RC00AI,WC01A7,WC04A1 Match Wall Color WC20A1 Cool Colonial Red RC30Bl F t t t t t t F C C L t t t C t t t C C t O\ O M 1D D1 O M �D Qf O M I,D Ot Ol \D M O D1 �D M O I I I I I I I I I I I I I 1 1 I I 1 I I I a� Ln n In In ID w I` !` h I- r b ID %D (17)#1 1. PRE -DRILLING 1/8 DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS 2. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. PANELS SHOWN WITH A LENGTH LESS THAN 1-0, 5-0 FOR SSR, MAY HAVE TO BE FIELD CUT. 4. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. THE VP ENGINEER'S SEAL APPLIES ONLY TG THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP. 00'-0" COVERING ELEVATION AT 1 Shape Name = 100 X 200, Wall = 1 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. (17)# VP Buildings 3200 Play#rs Club Circle Memphis TN 38125 REV BY NTS u 0 In a a v� v M i N E PERMIT SET- For Building Dept. Approval COVERING ELEVATION AT 1 DESCRIPTION BUILDER Canco General Contractors CUSTOMER Mike Lynch LOCATION Zephyrhills, Florida PROJECT Wheelblast BUILDERS PO# 1162 N E+ W. Truxton AI ��09 57109 VP�M d ngs, kv- K �y 1140 West MoumdWn Sh 8 r Kennomwift NC 2M4 JOBNO 09-7858 DATE PVP BUILDINGS 4/2/2009 VARco PRUDEN DRAWN/CHECK A BlueScope Steel Company FCJ PAGE VPC VERSION: 7.1 f 20 4/21/2009 9:29:26 """"" Mike Lynch canopy3.VPC a alvision or timescope rsuuaings rvortn America, inc. Covering Schedule Id Qty Type Start Length Gage OP Fin. Color #2 44 PR 6'-11 7/8" 26 1 K ZG #3 21 PR 19'-1 7/8" 26 F K ZG #4 2 PR 18'-ll 3/8" 26 1 K ZG Oper. Code:l=SQ,SQ Oper. Code:F=CR,SQ Finish:K=KXL Color:ZG=Zinc Gray r F Trim Schedule Direction Id Parts Color Details Left to Right T1 DF10,JT07 Match Wall Color WC24A1 Left to Right T2 DF05,HTS05 Match Wall Color WC24A2 Left to Right T3 (6.9)BA1,(14)FDT10 Match Wall Color EN52A1,RCOOAI,WCOlA7,WC04A1 T4 JT12,RKC15 Match Wall Color T5 (2.6)BA1 Match Wall Color EN52A1,RC00AI,WC0IDI,WC04A1 T6 DE1, DN1, (2) DS 10, (4) DST1 Match Wall Color RC38F1 T7 CT10 Match Wall Color WC20A1 T8 (10) EG201, (20) PCA10A, (69) STR2 Cool Colonial Red RC03B1,RC04B1,RC32B1,RC39A2,RC6lB6,WC04A1,WC]lAl T T8 (8)#2 (16)#2 (12) 2 I (8)#2 T3-24'-6" (4)#3 # 4 T2 (4)#3 T3-49'-0" #4 (2)#3 T2 — T3-39'-6" —(1 )#3 T2 - T3-24'-6" = i j % / % to 0 El / / #3 / / Op / Open / / / Op n / / �; / OEl 5-11'-3 3/9" 3/4" / /' / T5 2'-3 3/4" TS-4'-9 3/9"'/ ' T5-11'-3 3/4" T5-11'-3 3/4" T5-11'-3 i / // /// / - - -- - - — —I- - -- -- — --- 4'-6" 1.-11'-3 3/4" 3'-4 1/'"�' 11'-3 3/9" I _�I 1. PRE -DRILLING 1/8 DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS 2. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. PANELS SHOWN WITH A LENGTH LESS THAN 1-0, 5-0 FOR SSR, MAY HAVE TO BE FIELD CUT. 4. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP. I I 9'-0" 2' I I-3 33'-4 200'-0"— 1/? 4'-9 3/4" 39'-6" 1. 11'-3 3/4" 3'-4 1/��11'-3 3/4" 1, 24'-6" II I `'I�� COVERING ELEVATION AT A Name = 100 X 200, 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. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. fit/• twmas W. Xton P.E. No. 57109 4/1,11 11� VP Buildings, Inc. 40 West Mountaln 8trrst KemsnvilN, NC 27M PERMIT SET- For Building Dept. Approval VP Buildings COVERING ELEVATION AT A 3200 Players Club Circle Memphis TN 38125 REV DATE BY DESCRIPTION BUILDER Canco General Contractors JOBNO 09-7858 CUSTOMER Mike Lynch DATE DINGS EVARCO 4/2/2009 LOCATION Zephyrhills, Florida DRAWN/CHECK FCJ EN A BlueScope Steel Company PROJECT Wheelblast BUILDERS PO# PAGE NTS 1162 VPC VERSION: 7.1 f 21 wwww w_ww_w.. FILENAME: �rlivi.1—MR1m_Q, nRuitrlin M—thA—.riro I., 'F/LI/LVYa a..LI 1wilnu Vy11Wl HQUV'/yJ.YrV Covering Schedule Trim Schedule Id Qty Type Start Length Gage OP Fin. Color Increment Direction Id Parts Color Details #5 17 PR 7'-9" 26 1 K ZG 3" Left to Right From Peak T1 (5) BA1, (10) FDT 10 Match Wall Color EN52A1,RCOOAI,WCOlA7,WC04A1 #7 17 PR 7'-9" 26 1 K ZG 3" Right to Left From Peak T2 CT20 Match Wall Color WC20Al Oper. Code:l=SQ,SQ T3 (7)RCHB15,(5)RKF20,RKF10 Cool Colonial Red RC30B1 Finish:K=KXL T4 BSI,GGCI,MCCI,PRF1 Cool Colonial Red RC38A1 Color:ZG=Zinc Gray T5 RRC10,SPC10 Cool Colonial Red RC38C4 T5 T3-50'-2 1/16" C t t F C t t [ F F t t C F C t C F t t t F F t t 01 O M �D rn O 1"1 �D Dl O In M I+f O O� I I I 1 I I 1 I I 1 1 I I I 1 1 1 I I I I I I 1 1 I 1 I 1 I 7' U1 Ln n N ID kD 10 M1 M1 M1 M1 M1 M1 M1 M1 b %D %D to IA 1f7 h In V' O' C' V' m (17) #7 (17)#5 T1 N 1. PRE -DRILLING 118 DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS 2. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. PANELS SHOWN WITH A LENGTH LESS THAN 1-0, 5-0 FOR SSR, MAY HAVE TO BE FIELD CUT. 4. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP. E, 0'-01, COVERING ELEVATION AT 9 Shape Name = 100 X 200, 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. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VP Buildings 3200 Players Club Circle Memphis TN 38125 REV I DATE I BY I DESCRIPTION NTS PERMIT SET- For Building Dept. Approval COVERING ELEVATION AT 9 Canco General Contractors CUSTOMER Mike Lynch LOCATION Zephyrhills, Florida PROJECT Wheelblast BUILDERS PO# 1162 T4 Thomas W. Truxton Q1LiIoP.E. No. 57109 VP Buildings, Inc. 1140 West Mountain Street Kwnwsvilie, NC 27284 JOBNO 09-7858 DATE VP BUILDINGS 4/2/2009 VARco PRUDEN DRAWN/CHECK A BlueScope Steel Company FCJ PAGE VPC VERSION: 7.1 f 22 4/21/2009 9:29:29 FILENAME` Mike Lynch canopy3.VPC a division of BlueScope Buildings North America, Inc. Covering Schedule Id Qty Type Start Length Gage OP Fin. Color Direction #8 44 PR 6'-11 7/8" 26 1 K ZG Left to Right #9 21 PR 19'-1 7/8" 26 F K ZG Left to Right #10 2 PR 18'-11 3/8" 26 1 K ZG Left to Right Oper. Code:l=SQ,SQ Oper. Code:F=CR,SQ Finish:K=KXL Color:ZG=Zinc Gray T Trim Scheduie Id Parts Color Petails T1 DF10,JT07 Match Wall Color WC24A1 T2 DF05,HTS05 Match Wall Color WC24A2 T3 (6. 9) BA1, (14) FDT10 Match Wall Color EN52A1,RC00AI,WC0lA7,WC04A1 T4 JT12,RKC15 Match Wall Color T5 (2.6)BA1 Match Wall Color EN52A1,RC00AI,WC01D1,WC04A1 T6 DE1,DN1,(2)DS10,(4)DST1 Match Wall Color RC38F1 T7 (10)EG201,(20)PCA10A,(69)STR2 Cool Colonial Red RC03Bl,RC04Bl,RC32B1,RC39A2,RC61B6,WC04Al,WC11A1 T7 (8)#8 (16)#8 (12)#8 (8)(►8 T3-24'-6" 9 9 #10 T2 4 #9 T3-49'-0" #10 T2 / T3-39'-6" 10 9 T2 T3-24'-6" i i / /o / / / / � / 9 / / / / / % / i E E E Op ern E f H H O E / ; H / // o O eh i / E H i/� i' i i��/ /' EHE / / F F -- 5-11'-3 3/9" - - --- l T5-11'-3 — - 3/9" i i i i T5-2 3 3/4 i �_ _. �� �_ ��i T5-9 9 3/4 -- - �� ;/ T5-11 — - �_ 3 -- 3/4 �� — - - - i __ T5-11 _..._.. --— 1- 3 — 3/4 �� -- - / 4'-6" 1.11'-3 3/4" 31'-4 1+--1l'-3 3/4" 1. 49'-0" 2'13 33'-4 1/ 4'-9 3/4" 39'-6" 11'-3 3/4"-3 1, - 4 1/ 11'-3 3/4" 24'-6" I I I I 200'-0" 1. PRE -DRILLING 118 DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS 2. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. PANELS SHOWN WITH A LENGTH LESS THAN 1-0, 5-0 FOR SSR, MAY HAVE TO BE FIELD CUT. 4. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP. COVERING ELEVATION AT F Shape Name =100 X 200, Wall = 4 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VP Buildings 3200 Players Club Circle Memphis TN 38126 REV I DATE I BY I DESCRIPTION NTS Thomas W. Truxton P.E. No. 57105 A yl (0� VP Buildings, lnc- �f 1140 West Mountain Skill Kernersville, NC 271S4 PERMIT SET- For Building Dept. Approval COVERING ELEVATION AT F Canco General Contractors CUSTOMER Mike Lynch Zephyrhills, Florida PROJECT Wheelblast BUILDERS PON 1162 JVDIYV 09-7858 DATE VP BUILDINGS 4/2/2009 VARCO PRUDEN DRAWN/CHECK FCJ A BlueScope Steel Company PAGE VPC VERSION: 7.1 f 23 4/21/2009 9:29:30 r"LIVAM ` Mike Lynch eanopy3.VPC a division of BlueScope Buildings North America, Inc. WALL BRACE ROD HILLSIDE WASHER FLAT WASHER HEX NUT 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. FRAME VARIES VARIES ROOF SECONDARY MEMBER 0 Ol 0 7/ 0 0 01 7 FLANGE BRACE (FB-) OR (SFB-)* CLIP REQ'D WITH THICK FLANGES * FLANGE BRACE MAY REQUIRE FIELD COPING AT FRAME WEB STANDARD PURLIN ENDWALL RAFTER WHEN SUPPORT CEE- SPUCE I$ REQUIRED STANDARD PURLIN z 'A' c SUB PURLIN a u1 z 0 Z CEE SUPPORT - u Q (TYPICAL) IL W a STANDARD PURLIN on Z o PANEL RIB ROOF PANEL MUST BE FASTENED TO SUB PURLINS WITH STRUCTURAL FASTENERS AT STANDARD LOCATIONS SSR/SLR ROOF PANEL MUST BE FASTENED TO SUB PURLINS WITH CLIPS AT STANDARD LOCATIONS LOCATIONS (4) 1/4-14 STRUCTURAL (55307) TYPII CEE SUPP[ FLANGE BRACE REQUIREMENTS: v a RULE#1- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. w i � SUB PURLIN RULE#2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON � L7 CROSS SECTION IS NOT ACCOMPANIED BY (2). w RULE#3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB PURLIN WHEN PART MARK 15 ACCOMPANIED BY (2).L___��VE ., RULE#4- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE r CENTER OF THE BUILDING. RULE#5- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME SUB JAMB LOCATION SIDE OF THE FRAME WEB. PER DESIGN ROD BRACING AT COL. BASE BR02A1 TYPICAL FLANGE BRACE CONNECTIONS BR06BD CORNER ZONE BRACING 3—PLATE OR GAGE CONTINUOUS PURLIN UP SHOWN, CONTINOUS GIRT AND SIMPLE PURLIN AND GIRT SIMILAR. ROOF PLAN VIEW (CEE SUPPORT) 8R02A1V4 R 11/15/2005 BRO68DV7 R 11/10/2005 8RO9HFV1 136/07/2008 SELF DRILLING FASTENER OR BOLT MANUFACTURER'S FRAMES OR AT CENTERLINE OF PURLIN OR HIGHER. SUPPORT BEAMS 4 1/2" 3" 4 1/2" FIELD DRILL HOLES. ROD HANGER OR UNISTRUT AS NEEDED. 3" MAX. GAGE N I I (MIN. 1/2" A307 BOLTS ANGLE CLIP, BOLTS, UNISTRUTS, ROD HANGER ® 4" MIN. PITCH) 0 AND CLAMPS BY BUILDER. N I I L,., PURLIN PURLIN OR SUB PURLIN SECTION 'A' 4) 1/4-14 x 1 1/4" >TRUCTURAL FASTENER 55307) TYPICAL z 0 a 2 z Ua m V _ o a a U w m i V) a V) U_ Uj STANDARD GIRT -CORNER POST WHEN SUPPORT CEE SPLICE IS REQUIRED STANDARD GIRT A' SUB GIRT CEE SUPPORT - (TYPICAL) STANDARD GIRT SUB GIRT SUB JAMB LOCATION PER DESIGN BR09H7F CORNER ZONE BRACING WALL PLAN VIEW (CEE SUPPORT) BR10w/1 D8/07/2006 FINGER SHIM AS REQUIRED TYPICAL BOLTING FULL PEN WELD SPLICE PLATES, FACADE OR CANOPY CONNECTIONS WALL PANEL MUST BE FASTENED TO SUB GIRTS WITH STRUCTURAL FASTENERS AT STANDARD LOCATIONS (4) 1/4-14 x 1 T/ " STRUCTURAL FASTENER (55307) TYPICAL GIRT OR SUB GIRT CEE SUPPORT SECTION 'A' (4) 1/4-14 x 1 1/4" STRUCTURAL FASTENER (55307) TYPICAL 3" E—O. it PURLIN NOTE: ALL BOLTS TO BE 1/2" X 1 1/2" A325 BOLTS (49080) (U.N.O.) %jam 1 /2" X 1 1/2" A325 BOLTS (49080) WITH HARDENED WASHER EACH SIDE (TYP AT PURLIN END OF BRACE) FLANGE BRACE (FB- OR 3FB-) PURLIN NOTE: ALL BOLTS TO BE 1/2' X 1 1/2" A325 BOLTS (49080) (U.N.O.) 1/2„ X 1 1/2" A325 BOLTS (49080) WITH HARDENED WASHER EACH SIDE (TYP AT PURLIN END OF BRACE) FLANGE BRACE (FB- OR SFB-) 1 //2' DIAMETER `A I CONCRETE ANCHORS -� r (NBVP) E3 o RAKE SUB JAMB ENDPOST BEAM7� ENDPOST BEAM LOCATION IV 19 SECTION 'B' Ar w 3RIOD61 ENDPOST TOP BETWEEN PURLINS BR25C7 ENDPOST TOP BETWEEN PURLINS �- NO CAP CHANNEL — BRACED TO PURLINS ONLY NO CAP CHANNEL — BRACED TO PURI-INS ONLY BR25C7 6/23/2008 8R25C9 6/23/2006 COUPLING NUT 2. —„ { RODS THAT RED. SHOP SPLICE ARE TO BE SPIJCED BY USING ONE OF THE M7HOD9 SHOWN. COUPLING NUT SPLICE "SHOP SPLICE DETAILS" HILLSIDE WASHER, RAT rWASHER, HEX HEAD. NUT 1 REO'D. EACH END MAY BE STRAIGHT OR TAPERED MEMBER ROD LENGTH ® (AS SHOWN ON ERECTIONRA DRAWINGS) / FIRE SPRINKLER HANGER SYSTEM MUST 3/1 MIN. THREAD BOTH ENDS BE CAPABLE OF RESISTING 250 LBS. PLUS i WITHOUT TURNBUCKLE WEIGHT OF WATER FILLED PIPE PER CODE FLAT SHIM AS 7 OTHER SUSPENDED LOADS EXCEEDING 100 CLIPS, PLATES OR BOLTS REQUIRED LBS, MUST BE SUSPENDED SIMILAR TO THIS ARE BY BUILDER BETWEEN BOLTS HILLSIDE WASHER, FLAT PAD PAD 1 /" DETAIL. DO NOT CLAMP TO BOTTOM FLANGES. CONTRACTOR'S NOTE: WASHER, HEX HEAD. NUT ROD TURNBUCKLE 2 OR LESS REO'D. EACH END PAD SPACE FIELD DRILL OR FIELD WELD SUSPENSION ANGLES OR PLATES. ® I--� ALLOWABLE LOAD = 1 KIP PER PAIR OF BOLTS 1'-0" � � 1�-� 1.4 KIPS PER INCH OF WELD WITHOUT INSPECTION 8" 6" CONTRACTOR'S NOTE: ANY LOADS OVER 4C0 LBS. APPLIED TO MANUFACTURER'S = 2.8 KIPS PER INCH OF WELD WITH INSPECTION NOTE: FIELD CUT SHIMS TO a� a• 2'-0' MEMBERS SUCH AS HVAC, LIGHTING, DUCTING, PIPE SUPPORTS ETC. MUST BE ADD PAIRS OF BOLTS OR INCHES OF WELD TO RESIST DESIRED DESIRED DIMENSIOPS TO LATERALLY BRACED TO THE MAIN BUILDING'S LATERAL LOAD RESISTING ELEMENTS CONCENTRATED LOAC LOADS LESS THAN 500 LBS MAY BE SUSPENDED SHIM2 ACHIEVE DESIRED RESULTS ROD LENGTH ROD LENGTH (PURLIN BRACING STRUTS OR PRIMARY FRAMES) AS REQUIRED BY CODE USING CLAMPS. (1 1/2„ FRJM EDGE OF FIANGE (AS SHOWN ON EREGT:JN DRAWINGS) (4 SHOWN ON ERECTION DRAWINGS) - FOR SEISMIC LOADS. BRACING MUST BE PROVIDED AND INSTALLED BY CONTRACTOR � SHIMS ARE MADE RC RJ RODS RD RK ROD AND MUST RESIST LATERAL LOADS EQUAL TO THE WEIGHT OF THE SUSPENDED CONCENTRATED LOADS SHALL NOT EXCEED USER DEFINED COLLATERAL FROM .059" MATERIAL. ROD PADS 1 END ROD PAD BOTH ENDS UNIT OR AS REQUIRED BY CODE, WHICHEVER IS LESS. LOADING INDICATED ON THE PURCHASE ORDER AND IN MFG S. CALCULATIONS. SUSPENDED LOADS EN10,411 SUSPENDED LOADS EN10A2 STANDARD SHIM PROCEDURE EN20Ai ROD BRACE ASSEMBLY DRAWING FROM PURLINS — 100 LB. LOADS OR GREATER FROM STRUCTURAL BEAMS TYPICAL AT ANY BOLTED CONNECTION EN10A1V4 R 08/11/200B EN10A2V2 R 08/11/2009 EN2OA1V2 R 00/31/98 EN30A1V6 R 05/15/2006 PR WALL PANEL MARK NO.:WFFI IEGGOCCC F=FEET LENGTH CODE I = INCHES PR ROOF PANEL MARK NO.: R F F I I EGG0CCC E=EIGHTHS LENGTH CODE 2 1 /2" 2 1 /2" PR RIDGE PANEL MARK NO.:PFFIIEGG000C G=GAGE 0 = OPERATION LENGTH CODE C = FIN/COLOR 12' TYR 1 3/16" NP'I I-_ � EXTERIOR I SURFACE ? 2 31/32"� TYP. BEARING EDGE PANEL RIB ROOF AND WALL PANEL (PR) RPR WALL PANEL MARK NO.: R R F F I I E G G 0 C C C LENGTH CODE 36" COVERAGE 12' 1„ TYP. TYP. 2 31 /32"., TYP. RPR WALL PANEL PR ROOF & PR/RPR WALL PANELS IEN52A1V3 R 05/31/2005 EXTERIOR I 1 3/16' SURFACE 5( LI N 11-1 00 EN52A1 8 1/2 GIRTS ,/ PURLINS EN53A1V1 D9/01/2001 1. STANDARD ERECTION DETAILS (SED) SUPERSEDE SIMILAR DETAILS FOUND IN THE ERECTION GUIDES. REFER TO THE ERECTION GUIDES FOR OTHER DETAILS, INSTALLATION PROCEDURES AND ACCESSORIES NOT DESCRIBED IN THE SED'S. 2. ALL PANEL AND TRIM SURFACES MUST BE FREE OF DIRT AND OIL AT MASTIC AND SEALANT LOCATIONS. EN53A1I I NOTES RCDOAIVI 4/19/2005 THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP. 3/16" TAPE I CONT. LOWER ROOF SHEET RC00A1 PANEL RIB ROOF PANEL ENDLAP RCO281V5 R 3/9/2001 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. F = FEET G = GAGE I = INCHES O = OPERATION E = EIGHTHS C = FIN/COLOR PANEL/COVERING W 1 3 1 1 7 2 6 1 K T D w F F I I E G G O C C C LENGTH CODE INSULATION I B 1 3 0 1 0 3 6 0 3 0 W V x w F F F I I I I I I E C C LENGTH WIDTH THK CODE SECONDARY (STANDARD) 0 t G 1 9 1 1 4 1 7 X)KwFFIIEGG LENGTH CODE SECONDARY (SPECIAL) 0 0 1 G 1 9 1 1 4 1 7 x 1I1 w x F F I I E G G LENGTH CODE ROD BPACING 0 3 R A 2 5 1 0 I E A x F F I I DIA LENGTH EN30A1III MARK NUMBER KEY UPPER ROOF SHEET .IN CX)K1K)1 = COLUMN ( PLATE) CGXx)0K = COLUMN ( GAGE) WCX)K)K)K = COLUMN (HOTROLL) RBXa)Ka = RAFTER (PLATE) BGXaaa = RAFTER (GAGE) WRXxaa = RAFTER (HOTROLL) TRXaaa = TRUSS RAFTER ICXaaa = INTERIOR COLUMN PCXaaa = PIPE COLUMN TCXaaa = TUBE COLUMN EPXx)K)K = ENDPOST (PLATE) EGXxIKe = ENDPOST ( GAGE) C3X)K1K)K = CANOPY (PLATE) DCCBXxxx = CANOPY (GAGE) CBXaaa = PIGGYBACK CANOPY BR25C9 T GA, E EIGHTHS INCHES LENGTH FEET millimeters CATEGORY 1R1B3 21=SIMPLE INTERIOR 02=SIMPLE 1' END BAY BAY NUMBER 03=SIMPLE 6" END BAY ROOF/WALL NUMBER D9.=END HOLE ONLY BUILDING SHAPE _Q.5.=INSET NOTCH THE BAY/BUNDLE CODE a=NO HOLES IDENTIFIES THE BUILDING ROOF/WALL PLANE AND BAY 6" i' INTERIOR LAP END BAY END BAY BAY MEMBER DEPTHS 1' -0" 20 30 40 6 1/2', 8 1/2" 1' -6" 21 31 41 6 1 /2' , 8 1/2' 2'-0' 22 3E 42 6 1/21, 8 1/211 11 1/2" -' -0" 24 34 44 6 1.12' , 8 1/2', 11 1 /2" 4' -0' 26 36 46 6 1/2', 8 1/2', 11 1/2' EN50A1 JISECONDARY PUNCH PATTERNS FEN 5-1 A 1 COMMON GENERATED MARK NUMBERS EN5OA1V5 R 11/04/2005 3/16" x 1/4" TAPE MASTIC 1/4-14 x 7/8" ROOF CONT, (8039D)-- STITCH FSNR ANTI -CAPILLARY BEAD —� PURLIN BEARING EDGE--" 12-14 X 1 1/4" ROOF STRUCT FSNR RCO21311 I PANEL RIB ROOF PANEL SIDELAP RC0381V7 R 09/27/2005 VP Buildings 3200 Players Club Circle Memphis TN 38125 REV DATE BY I DESCRIPTION NTS SEE RC0461 FOR STD PATTERN SEE RC0483 FOR UL90 PATTERN SEE RC0482 FOR ICE DAMMING PATTERN RC03B1 COMMON GENERATED MARK NUMBERS EN51A1V2 R 03/16/2005 PERMIT SET- For Building Dept. Approval BUILDING SED'S BUILDER Canco General Contractors JOBNO CUSTOMER Mike Mike Lynch DATE LOCATION Zephyrhiils, Florida VP BUILDINGS 4/2/2009 PROJECT VARCO PRUDEN DRAWNlCHECK Wheelblast FCJ BUILDERS PO# A BlueScope Steel Company PAGE 1162 VPC VERSION: 7"1 f 24 4/21/2009 9:30:43 "`""""" Mike Lynch canopy3.VPC a division of BlueScope Buildings North America, Inc. � I�I I�I III I 1 of FACE OF RAKE FASCIA WALL PANEL 1 (RKF-) 1/4" BOTTOM OF ROOF SHEET 12-14 X 1 1/4" ROOF PANEL RIB INSIDE STRUCT FSNR 1'-0" O.C. CLOSURE (80130) FACE OF --3/16" x 1/4" TAPE MASTIC WALL PANEL CONT. (80390) 3/16" x 1/4" TAPE MASTIC (80390) BOTH SIDES OF 1 1 /4" CLOSURE 4,. �__________ Z, Z 1/4-14 x 1 1/4" Fz STRUCT FSNR (55307) E (1) PER PURLIN 00 _jz°z W.P. 12-14 x 1 1/4" WALL STRUCT FSNR (2) PER FOOT ® PANEL RIB (1) PER FOOT @ VR OR RPR RAKE CHANNLL ® 6 1/2" PURLINS �RCHA__)'RCHB__) Li 0 8 1/2" PURLINS (RCHC__) ® 11 1/2" PURLINS 12-14 x 1 1 4 ROOF EAVE GUTTER \ STRUCT FSNR 1 /4-14 x 7/8" (EG-) 2 PER FOOT WALL STITCH FSNR DQ NOT FASTEN 1 /4-14 x 7/8" BUILDING EAVE 0 V-0" O.C. PURLIN MUST BE ROOF STITCH FSNR PANEL SIDELAP OUTSIDE CLOSURE FREE TO ROLL 1 PER STRAP PANEL RIB (80140) PR / VR AND 1 PER FOOT VEE RIB (80362) WALL PANEL RPR (80130) OUTSIDE CLOSURE PANEL RIB (80140) '--VEE RIB (80362) RPR (80130) 1/4-14 x 7/8" WALL STITCH FSNR 1'-0" D.C, �- PANEL CLOSURE ANGLE (PCA-) WALL PANEL 3/16" TAPE h CO NT. LOWER ROOF SHEET PANEL RIB ROOF FSNR PATTERNS FC04B1 PANEL RIB ROOF RAKE TRIM RC30131 PANEL RIB W/ EAVE GUTTER R1032131 PANEL RIB ROOF STANDARD RC0481V4 R 02/26/2004 ALL PURLINS AT PR, VR OR RPR WALL THRU 2:12 RCM81VII R 05/31/2005 PR, VR OR RPR WALL RC3281VB R 05/31/2005 1 RIDGE CAP ENDLAP RC3481V4 R 02/15/2001 PURLIN CLIP (PG1 ® 6 1/2") BOLTED (EPC2 0 6 1/2") WELDED (EPC3 0 8 1/2") WELDED HAUNCH MEMBER STAN DAR D LOW EAVE PURLIN JCP052050 JCP052050 1/4-14 x 7/8" ROOF STITCH FSNR 1 PER STRAP-\ (STR2) GUTTER STRAP UNDER ROOF PANEL 3'-0" O.C. EAVE GUTTER (EG-) PANEL RIB GUTTER SEE FRC39A2FOR GUTTER STRAP ATTACHMENT NOTE: 12-14 x 1 1/411 LAP BOLTS MUST BE INSTALLED ROOF STRUCT FSNR IN THE OUTERMOST SET OF HOLES 1 PER STRAP GGC_ dPRIEy GUTTER STR AP f�E (STR2) OR (STR3) FI OR 4+ �P RIES 2 3 6 �T5 3 OR / 2 W.P. 3/16" x 7/8" TAPE MASTIC (80349) q� ON TOP OF GUTTER STRAP 160 3/44" GAP STRAP ATTACHMENT RC39AM R 02/07/2006 PURLIN CLIP (EPC2 0 6 1/2") WELDED (PG1 ® 6 1/2") BOLTED (EPC3 0 8 1/2-) ko RAKE FASCIA ANEL RIB (RKF-) AP SHEET -) PANEL RIB FILLER (PRF1) FASTEN IN PLACE W/ 4 POP RIVETS --� BIRD STOP (BSI) FASTEN IN PLACE W/ 4 POP RIVETS r,ER CLOSURE iC-) FASTEN IN SCE W/ 10 POP ETS PLASTIC CORNER \ CAP (PCC1) OR METAL CORNER 2 SEAL INSIDE CAP (MCC1 ) PERIMETER OF - RIDGE CLOSURE W/ PURLIN CUTAWAY BRONZE TUBE SHADED AREA SEALANT (80507) 45° EAVE GUTTER (EG-) NOTCH DETAIL A -A RCS EAVE GUTTER CORNER ASSEMBLY J ALL SYSTEMS RCMAM R 11 /15/2004 NOTE: NO CLIP REQ'D UNLESS NOTED 8 ITS ON FRAME CROSS SECTION. P ' �4 II PG1 CLIP (BOLTED) E GC1 CLIP (WELDED) REFER TO CROSS SECTION RAKE FASCIA (RKF-) -� RAKE FASC TO LAP UNDER PEAK CAP MIN 3" ATTACH (SPC-) TO (RKF-) W/ 6 POP RIVETS ---/ METAL PEAK CAP (SPC-) APPLY 3/16" x 1/4" TAPE MASTIC (80390) UNDER RIB CAP `- RAKE RIB CAP (RRC-) —APPLY 3/16" X 1/4' TAPE MAS11C 80390) UNDER THIS EDGE OF PEAK CAP 12-14 X 1 1/4" ROOF STRUCT. FSNR (6) PER PEAK CAP RC38AJ 11 RAKE FASCIA IRC38C �] METAL PEAK CAP ATTACHMENT (P—RIB ROOF) RC3W4V5 R 02/OB/2006 INOTE: NO CLIP REQ'D UNLESS NOTED ON FRAME CROSS SECTION. ENDBAY ROOF PURLIN PG1 CLIP (BOLTED) GC1 CLIP (WELDED) REFER TO CROSS SECTION EAVE PANEL CLOSURE GUTTER ANGLE (PCA-) ENDBAY ROOF PURLIN -ED) )ED) ;S SECTION. FLANGE BRACE RAKE BEAM BE RAKE BEAM -� pJ\cx; 6� PG'es FIELD FABRICATE � (FB-) OR (SFB-) NOTE: NO CLIP REQ D UNLESS NOTED ORYPLATE AGE \°` ��a`�``' � MAY BE GAGE OR PLATE GUTTER JOINT COVER ION FRAME CROSS SECTION. � RC39A2 PR EAVE GUTTER EXPANSION JOINT RC61B6 PURLIN CONN. AT INTERIOR FRAME RS01A1 PURLIN CONN. TO END FRAME RS020 PURLIN CONN. TO END FRAME RS02A3 FOR BUILDING OVER 160' IN LENGTH MISOV3 R 92/07POOB 6 1/2" OR 8 1/2" CONTINUOUS PURLINS MIAMI! R 09/28/2005 6 1/2" OR 8 1/2" CONT, RS02A1V9 R 11/27/2006 6 1/2" OR 8 1/2" SIMPLE PURLINS RS02A3V6 R 11/27/2006 CBA1 BG- OR PG- CBA1 BG1, BG2 OR BG3 STANDARD LOW EAVE PURLIN 1/4-14 x 7/8" WALL STITCH RAKE BEAM -J pS' N� ,0 �c,. FRAME 6 WELDED LOW EAVE PURLIN (INIT. FRAME) RS11A1 WELDED LOW EAVE PURLIN 6 1/2" OR 8 1/2" PURLINS (O,S. GIRTS) P & B END FRAME (6 1/2" OR 8 1/2" PURLIN) RS11AM 1 R 08/24/2006 RS11A2VB R 00/11/2006 PR, VR OR RPR WALL --� INSIDE CLOSURE PANEL RIB (80130) VEE RIB (80360) RPR PANEL (80140) 1/2" �- jt FSNR. 1 PER SUPPORT EAVE OR AND 1 PER GIRT SPACE RAKE MEMBER 2 FSNRS REQ'D WHEN SPACE EXCEEDS 6'-0" NOTE: A CONC. FSNR. MUST BE LOCATED LESS THAN 6" FROM EACH END OF THE BASE MEMBER. 3/16" x 1/4" TAPE MASTIC (80390) 12-14 x 1 1/4" WALL STRUCT FSNR 2 PER FOOT ® PANEL RIB 1 PER FOOT ® VR OR RPR BASE ANGLE (BA1) SHOWN, MAY BE BASE GIRT (BG1, BG2, OR BG OR CONCEALED BASE (CBA) TOP OF WALL BASE TRIM (FDT-) CONCRETE FASTENER 24" O.C. (BY BUILDER) RS11A2 BASE OF WALL ATTACHMENT IPR, `VIR OR RPR AT TOP OF MASONRY WALL WCOIAM R 08/11/2006 THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DEIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP. CRIMPED BASE PANEL RIB WALL 12-14 x 1 1/4" WALL STRUCT FSNR 2 PER FOOT 04 NOTE: A CONC. FSNR. MUST BE LOCATED LESS THAN 6" FROM EACH END OF THE BASE MEMBER. BASE ANGLE (BA1) SHOWN, MAY BE BASE GIRT (BG1, BG2, OR BG3), OR CONCEALED BASE (CBA) FINISH FLOOR OR TOP OF CURB WALL CONCRETE FASTENER 24" D.C. (BY BUILDER) WC01 A7 BASE OF WALL ATTACHMENT CRIMPED BASE PANEL RIB WALL WC01D1V4 R 011/11/2008 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. 12-14 x 1 WALL STRUC' FSNR. 2 PER FOOT 12-14 x 1 WALL STRUC FSNR. 2 PER FOOT WC01 DI PANEL RIB WALL FASTENER PATTERNS VW004A1V5 R 03/23/2004 VP Buildings 3200 Players C;ub Circle Memphis TN 38126 REV DATE BY DESCRIPTION 412112009 NTS 9:30:44 INTERMEDIATE WALL GIRT 12-14 x 1 1/4" WALL STRUCT FSNR. 1 PER FOOT AT INT GIRTS BASE MEMBER WCOW PERMIT SET- For Building Dept. approval BUILDING SED'S BUILDER Canco General Contractors JOBNO 09'7858 CUSTOMER Mike Lynch DATE VP BUILDINGS 4/2/2009 LOCATION Zephyrhills, Florida DRAWN/CHECK VARCO PRUDEN PROJECT Wheelblast A BlueScope Steel Company FCJ BUILDERS PO# PAGE 1162 VPC VERSION: 7.1 f 25 FILENAME: Mike Lynch canopy3.VPCi a division of BlueScope Buildings North America, Inc. FACE OF WALL PANEL 113 PANEL RIB 1/2" CLEARANCE BETWEEN ROOF AND WALL PANEL W.P. AT OUTSIDE FACE OF WALL PANEL-T 12-14 x 1 1/4 WALL STRUCT FSNR. 2 PER FOOT ® PANEL RIB 1 PER FOOT 0 VR & RPR PR, VR OR RPR WALL PANEL BOTTOM OF ' ROOF SHEET 8 1/2" OR 6 1/2" STANDARD EAVE PURLIN 1/4-14 WALL STI FSNR, 1'-0" 0. J �T DIY 0 CrJ3N PR, VR & RPR WALL AT EAVE STANDARD EAVE PURLIN WC11AWS R 07/31/2007 FIELD LOCATE AND DRILL (2) 9/16" DIA. HOLES IN RAFTER VV 1.]L"'I' II\1 ` ZEE GIRT SHOWN CEE GIRT SIMILAR OUTSIDE FLASH IN I 11 1/2" PURLIN OEIAIL WC1 1AII I OUTSIDE CORNER TRIM RAKE BEAM RAKE BEAM PANEL RIB WALL WC20A1V5 R 02/Z./2005 FIELD LOCATE AND DRILL (2) 9/16' DIA MOLES IN GIRT FOR (GC17) GIRT CLIP 6 1/2" OR 8 1/2" OUTSET EW GIRT GIRT CLIP GC17- - PANEL RIB WALL 12-14 x WALL STRI FSNR. 1'-0" 0.0 nr,nn rl AcuIAV` WC20AII I JAMB TRIM AT OVERHEAD DOOR GIRT CLIP (GC5) MAY BE SHOP WELDED (GC2) '-- 8 1/2" INSET SW GIRT 1 /4-14 x 1 1 /4" STRUCT FSNR (55307) 3 PER ANGLE GIRT FILLER ANGLE (GFA—) NOTE: FIELD NOTCH 8 1/2' ENDWALL GIRT FLANGE WHEN CORNER COLUMN FLANGE WIDTH EXCEEDS 7' PANEL RIB WALL WC24A1V4 R 03/23/2004 6 1/2" OR 8 1/2" ZEE GIRT-, si 1 h" I . 3112 3/4" 3 3/4" SECTION A -A GABLE GIRT CONN. TO RAKE BEAM WS�4A21 GIRT CONN. AT CORNER COLUMN FW—S2 E 2 JAMB TO GIRT 6 1/2" & 8 1/2" OUTSET GIRTS WSO4A2V9 R 07/19/2007 ANY OUTSET GIRT AT EW, 8 1/2" INSET GIRT AT SW 8 1/2" JAMB, ANY ZEE GIRT WSI2EM R 02/12/7008 W520A2V7 R 06/00/2006 THE VP ENGINEER'S SEAL APPLIES ONLY 20 THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER— FORMANCE REQUIREMENTS SPECIFIED BY VP. SECTIC aNEL RIB ALL PANEL 12.-14 x WALL STRL FSNR. 1'-0" O.C. A JAMB TRIM (JT—) V VVI\ I IL/1V LI\ WC24AII I WALL TRIM AT DOOR HEAD FIELD LOCATE AND DRILL (2) 9/16" DIAMETER HOLES IN ZEE GIRT TO ATTACH JAMB GIRT ELEVATION OVERHEAD DOOR OPENING WC24AZV5 R 09/06/2005 6 1/2" OR 8 1/2" JAMB, SINGLE OR DOUBLES i FRAMED OPENING J 11 8 1/2" JAMB, --7 r SINGLE OR Q o DOUBLE N A I M I" 0I �oo J _I cn 0 w SECTION A -A WS20A2 JAMB BASE ATTACHMENT 6 1/2" OR 8 1/2" JAMB WS20A8V9 R 12/03/2005 HEADER TRIM (HTS-) FLANGE (FB-) (SFB-) -14 x 1 1/4" ALL STRUCT N R. -0" O.C. LLL VII\I JTIVIIIV CEE GIRT SIMILAR WC24A211 GIRT CONN. AT COLUMN 6 1/2" & 8 1/2" OUTSET SIMPLE GIRTS WSOWV8 R 09/28/2000 JAMB BASE CLIP (JBC3) -1/2" ANCHOR 6" RODS WITH HARDENED WASHER MAX 3 1 /4" THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. -CONCRETE FSNR 3 4" AT 24" O.C. (BY BUILDER) BASE MEMBER O 1 l0 1 I I -- J It SECTION A —A WS20A8 GIRT TO JAMB 8 1/2" GIRT, 8 1/2" JAMB W92002V9 R 4/28/2005 VP Buildings 3200 Players Club Circle Memphis TN 38125 REVI DATE I BY I DESCRIPTION NTS 4121 /2009 9:30:46 NOTE,. LAP BOLTS MUST BE INSTALLED IN THE OUTERMOST SET OF HOLES 3G 1) )P 1) FLANGE (FB—) 1 (SFB—) IOLTS LL.L VIRI WS01A21 11 GIRT CONN. AT COLUMN A ��— 8 1/2" JAMB, SINGLE OR DOUBLE I I I I 6 1/2" & 8 1/2" OUTSET CONTINUOUS GIRTS WS01AR10 R 09/28/2005 DOOR HEADER CHANNEL (DHC-) 0 8 1/2" GIRT (DCH-) ® 6 1/211 GIRT FULL WIDTH OF FRAMED OPENING '040044 I 1/4-14 x 1 1 4" I STRUCT FSNR t�5307) 12" O.C. q A 6 1/2" OR I 8 1/2" J DOOR 1/G J'IRT ZEE GIRT SHOWN CEE GIRT SIMILAR IOLTS WS01A3 6 1/2" OR 6 1/2" ZEE GIRT HEADER CHANNEL GIRT A 6 1/2' OR 8 1/2" JAMB, SINGLE 3 1/4" OR DOUBLE z `-TEMPORAP.ILY ATTACH DOOR - = HEADER CI'%NEL W/ w Lj (Lw 1/4-14 x 1 1/4" SECTION A -A 0 z STRUCT FSNR (55307) 4'-0" D.C. WS20D211 DOOR HEADER CHANNEL CONN. I WS21A7 ANY ZEE GIRT, ANY JAMB WS21A7V8 R 09/08/2005 PERMIT SEA'- For Building Dept. Approval BUILDING SED'S BUILDER Canco General Contractors JOBNO CUSTOMER 09-7858 Mike Lynch DATE LOCATION Zephyrhilis, Florida VP BUILDINGS 4/2I2009 PROJECT VARCO PRUDEN DRAWNICHECK Wheelblast FCJ A BlueScope Steel Company BUILDERS PO# PAGE 1162 VPC VERSION: 7.1 f 26 of 26 FILENAME: Mike Lynch canopy3.VPCi a division of BlueScope Buildings North America, Inc. pe� +:-g- q t 2b0 5� 60"1 141 yv �---------------- TUCKER ROAD 9 00 \\\ EXISTING �+ 1 �, METAL 1 BUILDING PROPOSED 1NDPROOF \ SHELTER 100'W. X 2001. X 44'H. APPROX. CENTERL� 2 t OF SWALE 0 \ ^ `\`\ \ 0 \ / '�5.8 77. 7 ISLA EXISTING PAVED AREA 6 \� cP 100 1/2" DRIPPER PIPE 1"X1"PVC 1" PVC \ EXISTING PLACE APPROXIMATELY 250 HOPPER PINWHEEL JASMINE (1 GAL.) TABERNAEMONTANA DI VARI CATA \\' ON 2 FOOT CENTERS \ C� ALONG TOP OF BERM EXISTING Un \ WITH DRIPPER PIPE ETAL BUILDIN EXISTING\`,\ 2\ N \ GARAGE o �0 Q5 \ O TEE 1" X 1" PVC \`R \ O 11 • ��`� N �1A XI STI NG OBILE OFFICE �\ 1"XXi"XV TEE 1/2" DRIPPER PIPE EXISTING METAL BUILDINGS 6 1j OUTFALL STRUCTURRE NO. 1 IN SEE` DETAIL THIS �HEET NOTE. THE PROPOSED BUILDING STRUCTURE I MUST COMPLY WITH THE 2007 BUILDING lot jljlg-- CODE (INCL. THE 110 MPH WIND LOAD), loll MUST BE COORDINATED WITH FIRE DEPARTMENT, N 0 1 AND MUST BE COORDINATED WITH THE UTILITIES SWALE \� DEPARTMENT. 3" SPECIFIED MULCH \ \ \\\\�\\\ 11 lb. \ \\\ I 2" SAUCER AROUND SHRUB ROOT MA S TO BE —�� LEVEL WJSSURFACE \ lb. CONTAINER BALL UNDISTURBED SUBSOIL 6" COMPACTED SUBSOIL \ �� EXCAVATE SHRUB WELL \\ �� \� 1-1/2 TIMES SIZE OF CONTAINER • 6' `\\\ �d 6�' i 0 32 SITE DATA �6 SWFWMD PERMIT NUMBER: TOTAL AREA: STRUCTURES: TOTAL IMPERVIOUS AREA: TOTAL PERVIOUS AREA: CALCULATED VOLUMES RETENTION POND No. 1 SHRUB PLANTING DETAIL \ VOLUME TO OUTFALL STRUCTURE (INVERT 76.66) = 97099 CUBIC FEET NOTE: ROOT MASS MUST BE CONTAINERIZED, BALLED OR BURLAPPED. BARE ROOTS VOLUME TO HIGHEST EFFECTIVE TOP OF BANK (ELEVATION ARE NOT ACCEPTABLE. REMOVE NON -BIODEGRADABLE WRAPPINGS AND FOLD \ 77.0) = 109673 CUBIC FEET BURLAP DOWN TO ENHANCE WATER ABSORPTION. AREA © ELEVATION 76.66 = 35927 S.F. AREA @ ELEVATION 77.00 = 38040 S.F. N cp EXI ING MOBILE \ OFFICE 1 4012453.06 455,457 S.F. (10.46 AC.) 38,602 S.F. (8.48%) 157,294 S.F. (34.54%) 298,163 S.F. 65.46% 1/2" DRIPPER PIPE 1"XX'XX" TEE \ 1/2" DRIPPER PIPE 1" PVC SCALE: 1" = 40' 0' 40 80 OUTFALL STRUCTURE NO. 2 INVERT = 76.77 SEE DETAIL THIS SHEET \ CONNECT I" PVC TO 2 " SERVICE WITH BACKFLOW PREVENTER AND 1 " INLINE BATTERY �b• \ POWERED TIMER liuAm)E'["mv PLA (S) HAVE BEEN REJECTED ARS AL'S �Li�1lWlPt i IRRIGATION BACKFLOW PREVENTER WITH CONTROLLER BOX MPLYwTHALL ALL WORK SHADE FLORIDA IB I DIFG PREVAILING CO CODE,NATIONAL ELECTRIC COD CITY OF ZEPHYRHLLS ORDINANCESEkNm REVIEW DTE IHIL LS CITE or..��FpH R PI,AN4 ! XAtAINER. .8' 6. 0' THROAT WIDTH 8 DETAIL - STRUCTURE No. 2 SCALE: 1 "=5' CALCULATED VOLUMES FOR RETENTION POND No. 2 VOLUME TO OUTFALL STRUCTURE = 6085 CUBIC FEET VOLUME TO EFFECTIVE TOP OF BANK (ELEVATION=77.0) =7407 CUBIC FEET AREA © OUTFALL ELEVATION (76.77) = 5493 S.F. AREA @ ELEVATION 77.0 = 6001 S.F BIER 76.77 WEST COAST DESIGN, INC 243 MAR STREET, ST. PETE BEACH, FL Phone/Fax: 727-368-0491 CIVIL/SITE DESIGN/ENGINEERING CONSULTANTS CERTIFICATE OF AUTHORIZATION NO. 25983 REV. 01 04/28/09 TITLE: SITE PLAN WEST COAST DESIGN INC. WHEELBLAST, INC. JOB#: 09-008 243 MAR STREET 3951 COPELAND DRIVE SITE & LANDSCAPE PLAl' DATE: 03/30/09 ST. PETE BEACH, FL. 33706 PHONE (727) 368-0491 ZEPHYRHILLS, FL U w Do Y � a = O V)z LijLd v) �, w w� LLJ U LJ Z z m Z (� < J Q Lli m a- o= L d � In Lij IV c i LIA a 0 SCHEDULE AND NOTES F1 108" X 108" X 24" #5 REBAR 8" D.C. E,W, 1 MAT CB1 12' X 32" W/ 3 #5 REBAR C❑NTINU❑US #4 VERTICALS 48" D.C. TIE COLUMN F❑❑TER MAT AND CB REBAR, HOOK ANCHOR RODS TO MAT 12" X 20" X 8" PEDESTAL CENTERED ON EACH COLUMN F❑❑TER NOTE: PEMB LAYOUT DRAWINGS ❑VERRIDE CENTER TO CENTER F❑❑TER DIMENSI❑NS NOTE: ANCHOR ROD SIZES AND LAYOUT BY VARC❑ PRUDEN PEMB DESIGN DRAWINGS NOTE: SITE GRADE VARIES. MINIMUM DEPTH TO BOTTOM OF F❑❑TER TO BE 24" BELOW 10( BL] L I I` DESIGN BASED ON FLORIDA BUILDING CODE 2007 WITH 2O08 AND 2009 REVISI❑NS) 115 MPH WIND AND 1500 PSI S❑IL, EXPOSURE FACTOR B, IMP❑RTANCE FACTOR 1, T❑P❑GRAPHICAL FACTOR EAVE HEIGHT 19', ROOF PITCH, 1:12, CENTERED RIDGE, GABLE ENDS GRADE 1, WIND PRESSURE 20,16 PSF, 72" X 20" CEMTERED PEDESTAL ON F DOTER 5 REBAR 8" ❑,C, E,W, ATCH TOP OF PEDESTAL ND TOP OF CB 45 REBAR WITH # 4 VERTICALS 48" ❑,C, A016 ANCHOR ROD MIN EMBED 7/8" DIA- g„ 3/4" DIA- 10" 7/8" DIA - 1211 1" DIA - 14" 1 1/8" DIA - 16" 1 1/4" DIA - 19" 1 1/2" DIA - 22" ALL WORK SHALL COMPLY WITH ALL PREVAILING CODES, FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE AND CITY OF ZEPHYRHILLS ORDINANCES REVIEW DATE S"4-o CITY OF ZEPHYRHILLS PLANS EXAMINER _ �S� APH 2 2 2009 CD �- Ln 0) Nl- 75 1 p4 Ri `0 m _ W >1 I � n _ co CD CD x � �4t m S M U LJd- d pq Lj- I � 75 M O � CD d Q!� l_,_ 00 I— 0o U z H m � ,� li 1- LJ I 0 U o Q Ln U Q n �,D z Ln 00 oQM U CL M x W - L , M W C1J W Z H � � W LD U o Ln d U (U Z 0 1 ZoQEM QLn -Jd --i U (ZJ 0. 1— 0o Ln Q m o m Q L� � z � Q � Q � � W —I pq (I- = F-1 U � W LLJ n 3 M N U W n/ n S-1 4/20/2009 REVISED It STRUCTURAL NOTES 1 CODES: 1.1 FLORIDA BUILDING CODE (2007).RESIDENTIAL AND 2009 SUPLEMENT 1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318 - 99). 1.5 "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE (TPI) LATEST EDITION. 2 DESIGN CRITERIA: 2.1 DWELLING FLOORS - 40 PSF LIVE LOAD + 15 PSF DEAD LOAD. 2.2 BALCONIES - 40 PSF LIVE LOAD + 15 PSF DEAD LOAD. 2.3 ROOF OVER LIVING AREAS - 20 PSF LIVE LOAD, 17 PSF (7 PSF T/C &10 PSF B/C) DEAD LOAD FOR SHINGLE ROOFS; 25 PSF (15 PSF T/C &10 PSF B/C) DEAD LOAD FOR CONCRETE TILE ROOFS. 2.4 WIND - 120 MPH, 3 SECOND GUST, EXPOSURE "B", IMPORTANCE FACTOR 1.0 2.5 NET UPLIFT DEAD LOADS 10 PSF SHINGLE; 15 PSF TILE. 6. FRAMING NOTES: ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION. FBC 105.6 6.1 WOOD STRUCTURAL FRAMING MEMBERS: WALL STUDS. - SPF STUD OR CONSTRUCTION GRADE TOP & BOTTOM PLATE - SPF STD & BTC BOTTOM PLATE IN CONTACT WITH MASONRY - # 3 SYP PT I JOIST SQUASH BLOCK I. - SPF STUD OR CONSTRUCTION GRADE TRUSS BRACING & BLOCKING - SPF STUD OR CONSTRUCTION GRADE FURRING & B.U.C. STRIP. - # 3 SYP PT (UNLESS NOTED OTHERWISE ABOVE) # 2 SOUTHERN YELLOW PINE WITH AN ALLOWABLE BENDING STRESS (Fb) PER NDS - 91 = 1250 PSI AND A MODULUS OF ELASTICITY = 1.600.000 PSI 6.2 DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE, LATEST EDITION, HIB - LATEST EDITION AND QST - LATEST EDITION. 6.3 ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6.4 ROOF SHEATHING: (APA RATED EXPOSURE 1) 1 /2" PLYWOOD OR 7/16" OSB MINIMUM SHINGLES OR TILE. 6.5 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 6.6 5/8" X 7" EXPANSION BOLT OR 1 /2" X 8" A.B. BOLT MAY BE USED INTERCHANGABLY. 6.7 FOR 1 5/8O TAPSTRAPS CONS WITH MASONRY SCREWS USE (4) - LONG MASONRY SCREW FOR EVER (2) -10d NAILS. 6.8 SIMPSON PA51 EMBEDED STRAPS MAY BE REPLACED USING SIMPSON MST48 STRAPS WITH 20 - 12d NAILS THRU SHEATHING &INTO STUDS ABOVE & (10) - 3 1/6" T X 1 1/4" LONG MASONRY SCREWS. 6.9 8d NAILS ARE RECOMMENDED FOR ALL SHEATHING NAILING. IF .099 DIA NAILS ARE USED ALL NAILING PATTERNS SHALL BE MODIRED TO THE FOLLOWING SCHEDULE: WALLS A. NAIL AT BASE 1.5" O.C. W/6d BOX NAIL. B. NAIL AT TOP PLATE 1.5" O.C. W/6d FOX NAIL. C. NAIL OPENING PERIMETER 0 1.5" O.C. W/6d BOX NAIL. D. NAIL INT. AT 3" O.C. W/6d BOX NAIL. E. STAGGER ALL VERT. JOINTS & NAIL ® 2" O.C. W/6d BOX NAIL. F. NO SPLICE ® HEADER - NAIL SHEATHING TO HEADER W/6d BOX NAIL ® 2" 0/C. ROOF A. 3" O.C. BOUNDARIES. B. 4" O.C. EDGE'S. C. 6" O.C. FIELD. FOUNDATION NOTES A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING, STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. 3. SOIL: 3.1 MINIMUM ALLOWABLE SOIL PRESSURE 2000 PSF. 4. CONCRETE: 4.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 3,000 PSI (NORMAL WEIGHT). 4.2 REINFORCING BARS: ASTM A615 (GRADE 40). 4.3 WELDED WIRE FABRIC (WWF): ASTM A185. 4.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 4.5 CONCRETE COVERAGE OF REINFORCEMENT: FOOTINGS 3" BOTTOM AND SIDES. 4.6 EARTH SUPPORTED SLABS: (INCLUDING EXTERIOR WALK AND DRIVE SLABS 3 1 /2" THICK MIN., REINFORCED WITH 6 X 6 - W 1.4 X W 1.4 WWF AT MID - DEPTH OF SLAB. FIBERMESH MAY BE USED IN LIEU OF WWF AT CONTRACTORS OPTION. 4.7 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 4.8 LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 15". 4.9 SOIL TO BE TREATED FOR TERMITES PER FBC 2007. SECTIONS: R 320.1 TO R 320.6 GENERAL MASONRY NOTES: 1. MASONRY UNITS: 1 AW ASTM C90 2. MORTAR: TYPE M OR TYPE S 1 AW 3. GROUT. 3/8" MAXIMUM AGGREGATE, 8" - 11" SLUMP 3000 PSI OR ASTM C476. 4. CONCRETE: 3000 PSI MIN. COMP. STRENGTH AT 28 DAYS FOR FOOTINGS: 2500 PSI FOR SLABS ON GRADE. 5. REINFORCING STEEL: GRADE 40 MIN. AND IDENTIFIED IN ACCORDANCE WITH ASTM A615, A616, A70. CEMENTITIOUS COAT FINISH COMPLY W/ ASTMC 1063 AND 926 DESIGN BASED ON FLORIDA BUILDING WITH 2O08 AND 2009 REVISIONS, CIS FBC 2007 PROTECCION AGAINS TERMITES TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS. AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TONEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING SATATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS STABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." IF SOIL TREATMENT USED FOR FOR SUBTERRANEAN TERMITE PRE-VENTION, THE INITIAL CHEMICAL SOIL TREATMENT INSIDE THE FOUNDATION PERIMETER SHALL BE DONE AFTER ALL EXCAVATION, BACKFILLING AND COMPACTIONS IS COMPLETE. IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, SOIL AREA DISTURBED AFTER INITIAL CHEMICALSOIL TREATMENT SHALL BE RESTREATED WITH A CHEMICAL SOIL TREATMENT, INCLUDING SPACES BOXED OR FORMED. IF SOIL TREATMENT IS USED SUBTERRANEAN TERMITE PREVENTION, SPACE IN CONCRETE FLOORS BOXED OUT OR FORMED FOR THE SUBSEQUENTINSTALLA11ON OF PLUMBING TRAPS, DRAINS OR ANY OTHER PURPOSE SHALL BE CREATED BY USING PLASTIC OR METAL PER-MANENTLY PLACED FORMS OF SUFFICIENT DEPTH TO ELIMINATE ANYPLANNED SOIL DISTURBANCE AFTER INITIAL CHEMICAL SOIL TREAT-MENT. IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION. CHEMICALLY TREATED SOIL SHALL BE PROTECTED WITH A MINIMUN 6 MIL VAPOR RETARDER TO PROTECT AGAINS RAINFALL DI-LUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT. RETREATMENT IS REQUIRED. ANY WORK, INCLUDING PLACEMENT OF REINFORCING STEEL, DONE AFTER CHEMICAL TREATMENT UNTIL THE CONCRETE FLOOR IS POURED, SHALL BE DONE IN SUCH MANNER AS TO AVOID PENETRATING OR DISTURBING TREATED SOIL. IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION. CONCRETE OVERPOUR OR MORTAR ACCUMULATED ALONG THE EXTERIOR FOUNDATION PERIMETER SHALL BE REMOVED PRIOR TO EXTERIOR CHEMICAL SOIL TREATMENT, TO ENHANCE VERTICAL PENE-TRATION OF THE CHEMICALS. WINDOW AND DOOR DESIGN PRESSURES ARE +- IF SOIL IS USED FOR SUBTERRANEAN TERMITE PREVENTION, CHEMICAL SOIL TREATMENTS SHALL ALSO BE APPLIED UNDERALL EXTERIOR CONCRETE OR GRAVE WITHIN 1 FOOT (305MM) OF THE PRIMARY STRUCTURE SIDEWALLS. ALSO A VERTICAL CHEMICAL. BARRIER SHALL BE APPLIED PROMPTLY AFTER CONSTRUCTION IS COMPLETED . INCLUDING INITIAL LANDSCAPING AND IRRIGATION/SPRINKLER 2 - 1/2" RED HEAD INSTALLATION. ANY SOIL DISTURBED AFTER THE CHEMICAL VERTICAL BARRIER IS APPLIED SHALL BE PROMPTLY RETREATED. IF A REGISTERED TERMIIICIDE FORMULATED AND REGIS-TERED AS A BAIT SYSTEM IS USED FOR SUBTERRANEAN TERMITE PRE-VENTION. A SIGNED CONTRACT ASSURING THE INSTALLATION, MAINTE-NANCE AND MONITORING OF THE BAITING SYSTEM FOR A BOND BEAM-., MINIMUMOF LIVE YEARS FROM THE ISSUE OF THE CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE POURING OF THE SLAB, AND THE SYSTEM MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL. IF THE BAILING SYSTEM DIRECTIONS FOR USEREQUIRE A MONITORING PHASE PRIOR TO INSTALLATION 1#5 VERT. IN CONC. OF THE PESTI-CIDE ACTIVE INGREDIENT. THE INSTALLATION OF THE MONITORINGPHASE FILED CELL DIRECTLY COMPONENTS SHALL BE DEEMED TO CONSTITUTE INSTALLATION OF THE SYSTEM. BELOW BEARING / IF A REGISTERED TERMITICIDE FORMULATED AND REGISTERED AS A WOOD TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION& APPLICATION OF THE WOOD TREATMENT TERMITICIDE SHALL BE AS REQUIRED BY LABEL DIRECTIONS FOR USE, AND MUST BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. NFM3 HANGER USP OR MBHA SIMPSON WOOD BEAM SIZE VARIES SEE SEE ROOF FRAMING LAYOUT PENETRATION PROTECTIVE SLEEVES AROUND METALLIC PIP-ING PENETRATING TYPICAL BEAM TO C.M.U. CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE -CONTAINING MATERIALS AND , IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE WALL CONNECTION PROTECTION, SHALL RECEIVED APPLICATION OF A TERMITICIDE IN ANNULAR SPACE BETWEEN SLEEVE AND PIPE CLEANING. CELLS AND CAVITIES IN MASONRY UNITS AND AIR GAPS BETWEEN BRICK, STONE OR MASONRY VENEERS AND THE STRUCTURE SHALL BE CLEANED OF ALL NONPRESERVATIVE TREATED OR NONNATURALLY DURABLE WOOD, OR OTHER CELLULOSE -CONTAINING MATERIAL PRIOR TO CONCRETE PLACEMENT. EXCEPTION: INORGANIC MATERIAL MANUFACTURES FOR CLOSING CELLS IN FOUNDATION CONCRETE MASONRY UNIT CONSTRUCTION OR CLEAN EARTH FILL PLACED IN CONCRETE MASONRY UNIT VOIDS BELOW SLAB LEVEL BEFORE TERMITE TREATMENT IS PERFORMED. CONCRETE BEARING LEDGE. BRICK, STONE OR OTHER VENEER SHALL BE SUPPORTED BY A CONCRETE BEARING LEDGE AT LEAST EQUAL TO THE TOTAL THICKNESS OF THE BRICK, STONE OR OTHER VENEER, WHICH IS POURED INTEGRALLY WITH TE CONCRETE FOUNDATION. NO SUPPLEMENTAL CONCRETE FOUNDATION POURS WHICH WILL CREATE A HIDDEN COLD JOINT SHALL BE USED WITHOUT SUPPLEMENTAL TREATMENT IN THE FOUNDA1ON UNLESS THERE IS AN APPROVED PHYSYCAL BARRIER. AN APPROVED PHYSICAL BARRIER SHALL ALSO BE INSTALLED FROM BELOW THE WALL SILL PLATE OR FIRST BLOCK COURSE HORIZONTALLY TO EMBED IN A MORTAR JOINT. IF MASONRY VENER EXTENDS BELOW GRADE, A TERMITE PROTECTIVE TREATMENT MUST BE APPLIED THE CAVITY CREATED BETWEEN THE VENEER AND THE FOUNDATION, IN LIEU OF A PHYSICAL BARRIER. EXCEPTION: VENEER SUPPOTED BY A SHELF OR LINTEL SECURED TO THE FOUNDATION SIDEWALL IN ACCORDANCE WITHACI 530/ASCE 5/TMS 402, PROVIDED AT LEAST A 6-INCH (152 MM) CLEAR INSPECCION SPACE OF THE FOUNDATION SIDE WALL EXTERIOR EXIST BETWEEN THE VENEER AND THE TOP OF ANY SOIL, SOD, MULCH OR OTHER ORGANIC LANDSCAPING COMPONENT, DECK, APRON, PORCH, WALK OR ANY OTHER WORK IMMEDIATELY ADJACENT TO OR ADJOINING THE STRCUTURE. PRESSURE PRESERVATIVELY TREATED AND NATURALLY RESISTANT WOOD. HEARTWOOD OF REDWOOD AND EASTERN RED CEDAR SHALL BE CONSIDERED TERMITE RESISTANT. PRESSURE PRESERVATIVELY TREATEDWOOD AND NATURALLY TERMITE RESISTANT WOOD SHALL NOT BE USED AS A PHYSICAL BARRIER UNLESS A BARRIER CAN BE INSPECTED FOR ANY TER -MITE SHALTER TUBES AROUND THE INSIDE AND OUTSIDE EDGES AND JOINTS OF A BARRIER. FIELD TREATMENT. FIELD CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESSURE PRESERVATIVELY TREATED WOOD SHALLBE RETREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. FOAM PLASTIC PROTECTION. EXTRUDED AND EXPANDED POLYSTYRENE , POLYISOCYANURATE AND OTHER FOAM PLASTICS SHALL NOT BE INSTALLED ON THE EXTERIOR FACE OR UNDER INTERIOR OR ECTERIOR FOUNDATION WALLS OR SALB FOUNDATION LOCATED BELOW GRADE. THE CLEARANCE BETWWEEN FOAM PLASTICS INSTALLED ABOVE GRADE AND EX -POSED EARTH SHALL BE AT LEAST 6 INCHES (152 MM.) EXCEPTIONS: 1. BUILDING WHERE THE STRUCTURAL MEMBERS OF WALLS, FLOORS, CEILINGS AND ROOFS ARE ENTIRELY OF NONCOMBUSTIBL MATERIALS OR PRESSURE PRESERVATIVELY TREATED WOOD. 2. WHEN IN ADDITION TO THE REQUIREMENT AN APPROVED METHOD OF PROTECTING THE FOAM PLASTIC AND STRUCTURE FROM SUBTERRANEAN TERMITE DAMAGE IS PROVIDED. 3. ON THE INTERIOR SIDE OF BASEMENT WALLS. CODE MPH 2007 WIND AND � 1 1 PSI S❑IL. lumber. yid, 6 PSF, �p�.22��ti0 9 Yu OR iREINFORCINGBAR #3 & #4 LAP SPLICE 5" MIN. #5 REINFORCING BAR #5 LAP SPLICE 40 r. • 'R'CING BAR #6 LAP SPLICE n #5 STD. 90 HOOK LONG MIN #5 ALL WORK SHALL COMPLY WITH ALL BA BAR EPDXIED INTO #5 BAR W/ 25 " PREVAILING CODES, FLORIDA BUILDING CONC. MIN. LAP SPLICE. CODE, NATIONAL ELECTRIC CODE AND CITY OF ZEPHYRHILLS ORDINANCES 3/4" 0 X 5" DEEP HOLE HARDENED FILLED W/ SIMPSON "SET" CONCRETE ��__q_°� EPDXY REVIEW DATE CITY OF ZEPHYRHILL$ „ MIN. 25 LAP PLANS EXAMINER 6' #5 RE -BAR RETROFIT DETAIL ALL SPLICE MUST BE TIE WITH WIRE AN< 1 2009 r___A ";t CD Ln k,0 `0 0) 1 75 0,j ,D _ W > I � 0- = 00 X 00 S M 0F'� U W Iq O LL z d� � O CD d r--� LL 00 00 U z I- -I M 011 od El U o i-- Q Lf� U Q n MM zQ:� LF) CC) El Q M UCLMX Q W Q U LL Ld C1J WOHr-' to LD U Lo 0 U (U z z o Q M U01in00 Ln M Q 0 p -i z LLJ : Lj = L LJ 3 CL 0 U U -j _ W Ln o- M W 0 M N 4/22/09 REVISED DRAWING INDEX DRAWING RELEASE HISTORY GENERAL NOTES a 4 VP BUILDINGS VARCO PRUDEN a division of BlueScope Buildings North America, Inc. DRAWING TITLE PAGES Cover Sheet 1 Notes 2 Anchor Rod Plan 3 Primary Structural 4-13 Secondary Structural 14-18 Covering 19-23 Special Drawings Standard Erection Details 2.4 - 2to 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. TYPE ANCHOR ROD PERMIT SET VP Buildings 3200 Players Club Circle Memphis TN 38125 DATE 04/21/09 04/21/09 DESCRIPTION FOR CONSTRUCTION PERMIT SET- For Building Dept. Approval THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. �SA�sd'o I QUASAR c io 1y 3 PLATE WELDED SECTIONS COLD FORMED LIGHT GAGE SHAPES BRACE RODS HOT ROLLED MILL SHAPES HOT ROLLED ANGLES HOLLOW STRUCTURAL SECTION (HSS) CLADDING ASTM DESIGNATION A529, A572, A1011, A1018 A653, A1011 A572 A36, A529, A572, A588, A709, A992 A529, A572, A588, A709, A992 A500 A653, A792 A325 & A490 BOLT TIGHTENING REQUIREMENTS GRADE 55 GRADE 60 GRADESO GRADE 36 OR 50 GRADE 50 GRADE B GRADE 5C OR GRADE 80 IT IS THE RESPONSIBILITY OF THE ERECTOR TO INSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPROPRIATE REGULATIONS. THE FOLLOWING CRITERIA IS IN COMPLIANCE WITH THE LATEST SPECIFICATIONS, HOWEVER THE ERECTOR IS RESPONSIBLE TO VERIFY L OCAL AU i HORITY REQUIREMENTS. ALL CONNECTIONS MADE WITH A325 BOLTS MAY BE TIGHTENED TO THE "SNUG TIGHT" CONDITION AS PERMITTED BY THE SPECIFICATION FOR STRUCTURAL JOINTS USING A325 OR A490 BOLTS (2004 FD), UNLESS INDICATED AS "PRE -TENSIONED" ELSEWHERE IN THESE DRAWINGS, OR AS INDICATED BELOW. PRE -TENSION BOLTS ON PRIMARY FRAMING, BOLTED BRACING, AND STRUT CONNECTIONS IF LOCATED IN IBC SEISMIC PERFORMANCE / DESIGN CATEGORY D, E OR F, UBC ZONE 3 OR 4. SEE CODES AND LOADS NOTES BELOW FOR FOR SEISMIC DESIGN CATEGORY. PRE -TENSION ALL PRIMARY FRAMING CONNECTIONS IN CANADA. PRE -TENSION BOLTS ON PRIMARY FRAMING, BOLTED BRACING, STRUTS AND CRANE RUNWAY CONNECTIONS iF BUILDING SUPPORTS A CRANE iNITH A CAPACITY GREATER THAN 5 TONS. CONNECTIONS THAT .SUPPORT RUNNING MACHINERY AND OTHER SOURCES OF IMPACT OR STRESS REVERSAL MUST BE PRE -TENSIONED. ALL SLIP CRITICAL CONNECTIONS AS INDICATED IN THESE DRAWINGS WITH -SC DESIGNATION MUST BE PRE -TENSIONED. SC TYPE CONNECTIONS MUST BE FREE OF PAINT, OIL OR OTHER MATERIALS THAT REDUCE THE FRICTION AT CONTACT SURFACES. CONNECTIONS DESIGNATED AS A325-X OR A490-X SHALL BE INSTALLED WITH BOLT HEAD ON SIDE OF THE THINNEST PLATE BEING CONNECTED. SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS "SNUG TIGHTENED", EVEN IF ABOVE CONDITIONS EXIST, UNLESS SPECIFICALLY NOTED OTHERWISE ON DETAILS. WASHERS ARE NOT REQUIRED FOR "SNUG -TIGHT" CONNECTIONS. PRE -TENSIONED A325 OR A490 CONNECTIONS TIGHTENED USING THE TURN -OF -THE -NUT METHOD DO NOT REQUIRE WASHERS. A490 BOLTS MUST ALWAYS BE PRE -TENSIONED. CODES AND LOADS WHEN MULTIPLE BUILDINGS ARE INVOLVED, SPECIFIC LOAD FACTORS FOR DIFFERING OCCUPANCIES, BUILDING DIMENSIONS, HEIGHTS, FRAMING SYSTEMS, ROOF SLOPES, ETC., MAY RESULT IN DIFFERENT LOAD APPLICATION FACTORS THAN INDICATED BELOW. SEE CALCULATIONS FOR FURTHER DETAILS. Building Code: 2007 Florida Building Code w/ 2009 Supplement Based on Building Code: 2006 International Building Code 100 X 200 : Building Use:;;,tandard Occupancy Structure, Collateral Gravity: 3.00 psf (Not Including bidg wt) LIVE LOADS AND RAINFALL SUBIviITTED PLAN(S) HAVE BEEN REJECTED Live Load 20.00 psf (Reducible) BY ZEPHYRHI S R RSHAL'S o Rainfall: 10.00 inches per hour Date: �� 6 Reviewer: SNOW LOAD Ground Snow: 0.00 psf, Flat Roof Snow: 0.00 psf Snow Exposure Category (Factor): 1 Fully Exposed (0.90) Snow Importance: 1.000 Thermal Category (Factor): Heated (1.00) WIND LOAD Wind Speed: 115.00 mph, Wind Exposure: B Basic Wind Pressure: 17.69,(Parts) 20.16 psf Wind Importance Factor: 1.000, Ft-- 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:2.00 %g, S1:2.00 %g Seismic Hazard / Use Group: Group 1 Seismic Performance / Design Category: A (See Bolt Tightening Note Above) Seismic Snow Load: 0.00 psf Seismic Importance: 1.000 Soil Profile Type: Soft soil (E) Design Spectral Response - Sds: 0.0333, Sd1: 0.0000 ALL WORK SHALL COMPLY WITH ALL PREVAILING CODES, FLORIDA BUILDD.'G CODE, NATIONAL ELECTRIC COG/ AND CITY OF ZEPHYRfnLS ORDIN,' REVIEW GATE ITY OF ZF._. -�4- ,�;ANS EXG.... ,. . Ordinary Steel Moment Frames Frame Redundancy Factor:1.0000 Framing R-Factor: 3.0000, Frame Seismic Factor (%s): 0.0100, Design Base Shear = 0.0100 W Ordinary Steel Concentric Braced Frames Brace Redundancy Factor:1.0000 Bracing R-Factor: 3.0000, Brace Seismic Factor (%s): 0.0100, Design Base Shear = 0.0100 W AC172 COVER SHEET BUILDER Canco General Contractors CUSTOMER Mike Lynch LOCATION Zephyrhills, Florida PROJECT Wheelblast BUILDERS PO# 1162 Thomas W. Truxton t/yi/oq P.E. No. 571o9 �} VP Buildings, Inc. 140 Wost Mountain Street Kwnersville, NC 272" VVP BUILDINGS VARCO PRUDEN JOBNO 09-7858 DATE 412/2009 DRAWN/CHECK FCJ PAGE VPC VERSION: 7.1f a division of BlueScope Buildings North America, Inc. 1 4121 /2009 8:68:38 FILENAME Mike Lynch canopy3.VPC BUILDER/CONTRACTOR RESPONSIBILITIES FIRE CODE COMPLIANCE VP BUILDINGS CERTIFICATIONS VP Buildings follows the guidelines as outlined in the AISC and MBMA Codes of Standard Practice. VP Buildings standard product specifications, design, fabrication, quality criteria shall govern all work unless stipulated otherwise in the contract documents. In case of discrepancies between VP Buildings structural plans and plans for other trades, VP Building structural plans shall govern. It is the responsibility of the Builder to obtain approvals and permits from all governing agencies and jurisdictions as required. Approval of VP Building drawings constitutes the builders acceptance of VP interpretation of the contract purchase order. Unless specific design criteria concerning interface design and details are furnished as part of the contract, VP Buildings design assumptions shall govern. VP engineers are not Project Engineers or Engineer of Record for the overall project. VP engineering supply sealed engineering design data and drawings for VP supplied material as part of the overall project for use by others to obtain permits, approvals, and coordinate with other trades. The Builder or A/E firm are responsible for the overall project coordination, including coordination with appropriate inspection and testing agencies. All interface and/or compatibility of eny 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 2006 MBMA Metal Building Systems Manual Sec. 6 (in Canada - CSA S16-01 Clau.se 29.7), which generally require L/500 tolerance of assembled members.* *For buildings 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 VP Builder Memo #BM-006. EXISTING STRUCTURES VP must be advised of any existing structure that is within 20 ft. of VP's building. Loadings of both buildings may be affected when adjacent buildings are within this distance. VP cannot be responsible for the design or loading of existing buildings. BRACING Tension brace rods work in pairs to balance forces caused by initial tensioning. Care must be taken while tightening brace rods so as not to cause accidental or misalignment of components. All rods must be installed loose and then tightened. Rods should not exhibit excessive sag. For long or heavy rods, or angles it may be necessary to support the rod at mid -bay by suspending it from a secondary member. Bracing for seismic or wind loading of objects or equipment that are not a part of the VP structure must be designed by a qualified professional to deliver lateral loads to primary frames and rod bracing 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. Unless otherwise approved, use E70ksi yield, low hydrogen electrodes. The contractor shall provide for any special welding inspection as required by code. DELIVERIES It is the responsibility of the builder to have adequate equipment available at the job site to unload trucks in a safe and timely manner. The Builder will be responsible for all retention charges from carriers as a result of job site unloading delays. Per VP Builder Memo #BM-001, claims for damage or losses MUST be noted on the Bill -of -Lading or delivery receipt and filed against the carrier by the consignee as per VP's Terms of Sales (F.O.B. Plant) under the Uniform Commercial Code. It is critical that damages or loss be noted on the Bill -of -Lading or you have little recourse with the carrier. Immediately upon delivery of material, material quantities are verified by the Builder against quantities billed on the shipping document. Neither the Manufacturer nor the carrier is responsible for material shortages against quantities billed on the shipping document If such shortages are not noted on the shipping documents upon delivery of material and acknowledged by the carriers agent. For materials concealed in bundles, boxes, or crates, shortages must be reported immediately upon unpacking. Should products get wet, bundled and crated materials must be unpacked and unbundled immediately to provide drainage of trapped moisture. SEALANTS Sealants shall be applied in strict accordance with VP details or weather tightness will be compromised. Sealant must be applied in temperatures and weather conditions consistent with labeling. Butyl Sealants - Service Temperature Range (Degrees): Min -60F (-51 C); Max 220F (104C) Tape sealants - Service Temperature Range (Degrees): Min -60F (-51C); Max 212F (100C) INDEPENDENT MEZZANINES Independent mezzanines must be designed by a professional engineer. The engineer must ensure that proper isolation from the VP building has been provided to avoid structural damage due to differential movements, or inadvertently apply loads to the VP structure. VP accepts n,) responsibility for the design of the independent mezzanine. It is the responsibility of the project design professional and builder to comply with local fire code regulations including consideration of, but not limited to, building use and occupancy, all building construction materials, separation requirements, egress requirements, fire protection systems, etc. Builder shall advise VP of any special requirements to be furnished by VP. SSR roof fire tested to ASTM E108-93-Class A rating. VP steel roof systems are defined by IBC as Fire Class A roof assemblies (Sec 1505.2). VP SSR steel roof systems are available for FM Class 1 fire rating. UL 263 approved fire rated assemblies listed as Design No. P265, P268 and P516. FIELD MODIFICATIONS Modifications to this building from details and instructions contained on these drawings must be approved in writing by VP Building engineers, or other licensed structural engineer. This includes, but is not limited to, removal of roof or wall cladding, removing or moving any flange braces or rod braces, cuttin- of openings for doors, wirdows or RTU's, correction of fabrication errors, etc. The owner shall not impose loads to this structure beyond what is specified for this building in the contract documents. VP Buildings, Inc. accepts no responsibility for the consequences of any unauthorized additions, alterations, or added loads to this structure. Per VP Builder Memo #BM-001, if the builder intends to invoice VP Buildings for modifications in excess of $1000, the builder must notify VP Buildings immediately, and obtain a Work Authorization from VP Buildings prior to proceeding. All final claims must be submitted to VP Buildings with all supporting documentation within 30 days of the building completion. Claims submitted without work authorizations, or after 30 days will not be accepted. Correction of minor misfits, shimming and plumbing, moderate amount of reaming, drilling, chipping / cutting and minor welding are considered by Code of Standard Practice to be part of erection are not subject to claim reimbursement. CONCRETE/MASONRY/CONVENTIONAL STUD WALLS The engineer responsible for the design of the wall system is responsible for coord;nating with, or speciiying 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, sediant 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 including ASCE7-05 Sec, 12.11. 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 Pxhibit some dimpling when installed, especially when insulation is installed between panels and secondary supports. Dimpling can be minimized by careful installation, taking care not to over drive fasteners. Roof rumble is a phenomenon that is caused by wind gusts lifting up on the roof panels and then springing back into place. All panels experience this action to some degree, especially with concealed clip panels such as SSR and SLR. Roof rumble noise may be minimized by providing a layer of blanket insulation between the panels and any hard support surface such as steel secondary members, substrates such as plywood, steel decking, or rigid board insulation. A minimum of 3 inch thick blanket is recommended over steel secondary members, or 2 inch over substrates. Oil canning, dimpling, and roof rumble do not affect the structural integrity or weather tightness of the panels and is not grounds for rejection of panels. The SSR/SLR joint detail is designed with an interlocking feature for ease of installation. However, it is imperative that installed SSR/SLR panels be secured to the secondary structural members and properly seamed prior to departure from the job site each day. SKYLIGHTS VP's Tuflites and VP's domed skylight have been tested to support a 300 lb. load over a 1 sq. ft.. area, as well as uniform gravity and uplift load test. Local building departments may require added fall restraint due to conditions that may affect the skylight structural integrity. It is the responsibility of the builder to determine and provide any added fall restraint under the skylight as may be required by your building department. RAIN WATER RUNOFF Drainage systems must be designed by the project professional to comply with code requirements. VP is not responsible for drainage designs, overflow scuppers, down piping, etc. The project professional and contractor are responsible to ensure that primary drains and overflow devices such as scuppers and auxiliary drains are provided as required for the required rain intensity at the building perimeter and at valley conditions to prevent ponding. STEEL SHOP COAT The purpose of VP's shop coat is to provide protection for the steel members during transportation, during temporary job site storage and during erection. Standard shop formulation is not designed to perform as a finish coat when exposed to environmental conditions. Members shall be kept free of the ground and properly drained during job site storage. It is the Builder's responsibility to ensure that if a finish coat is being applied over VP shop coat that the painting contractor verifies compatibility between his finish coat and VP's shop coat. See VP Builder Memo #BM-001 & #BM-002. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP. PLANT SPECIFIC CERTIFICATIONS Alabama California Missouri No. Carolina Wisconsin IAS FA-377 FA-240 FA-388 FA-376 FA-378 CSA-A660 VPBULO VPBMOO VPBWI9 CWB Div. 1 Div. 1 Div. 1 Los Div. 1 Div. 1 Angeles, CA Houston, Approved Approved TX Riverside, Type 1 Fab CA #SP02-0028 Clark Co., Fab ID# 241 NV San Fab ID# 121 Bernardino Co, CA City of C16-2008 Phoenix, AZ ICC Evaluation Reports SSR Roof System - #ER-5621 Panel Rib Roof and Wall - #ER-4879 Vee Rib Wall - #ER-4879 State of Florida Product Approvals # 8245 - VP PR and VR Walls # 8043 - VP SSR and PR Roofs # 8713.1 - VP SSR Tuf-Late # 8713.2 - VP PR Roof Tuf-Lite # 2690.12 - VP SLR (Listed as Span-Lok HP) # 3741-R1 - VP TextureClad (Listed as Transamerican Strukturoc, Inc.) Dade Co. Product Approval SSR Roof; Panel Rib Roof; Panel Rib Wall; and Vee Rib Wall Underwriter's Laboratory Approvals SSR Roof-UL#TGKX-113; SSR Composite Roof Class SO-UL#TGKX-113A; SSR Roof w/Super Block Class 90-UL#TGKX-328; Panel Rib Roof UL Class 60-UL#TGKX-60; Panel Rib Roof UL Class 90-UL#TGKX-64; VP SLR/AEP SL Roof Class 90-UL#TGKX-90 Factory Mutual Approved Assemblies SSR Roof Systems are approved in various type applications and listed in FM Approval Guide. 24 Ga SSR (0.0227" Nominal), is available in Class 1-60, 1-7o, 1-90. 22Ga SSR (0.0277" Nominal), is available in Class 1-75, 1-90-, 1-120. SLR Roof Systems are approved in various type applications and listed in FM Approval Guide. 24 Ga SLR (0.0227" Nominal), is available in Class 1-75 and 1-120. Patents WideBay Trussed Purlins : pat. 6,993,881 pat. 6,912,787 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. Thomas W. Truxton j101 P.E. No. 57109 I VP Buildings, Inc. 1140 West Mountain Street Kernersville, NC 27264 FOR CONSTRUCTION VP Buildings Erection Notes 3200 Players Club Circle Memphis TN 38125 REV DATE BY DESCRIPTION BUILDER Canco General Contractors JOBNO 09-7858 CUSTOMER Mike Lynch DATE BUILDINGS 4VARCO 4/2/2009 LOCATION Zephyrhills, Florida DRAWN/CHECK FCJ PRUDEN A BlueScope steel Company PROJECT Wheelblast BUILDERS PO# PAGE NTS 1162 VPC VERSION: 7.1 f 2 4/21/2009 8:68:39 r""""m" Mike Lynch canopy3.VPC a division of BlueScope Buildings North America, Inc. - T ! i I 1 CONCRETE, GROUT, ANCHOR RODS. AND ANY OTHER ! 1 /2" (13mm) DIAMETER EMBEDDED ITEMS ARE TO BE FURNISHED BY OTHERS. 11_0„ 1, �„ 2 1/2" (64mm) CONCRETE ANCHORS 2 UNLESS OTHERWISE SPECIFIED, MANUFACTUER ASSUMES 1 CONCRETE HAS A COMPRESSIVE STRENGTH OF 3(W PSI. 305mm (BY BUILDER) 305mm PROJECTION (U.O.N.) fl 3. ANCHOR ROD DIAMETERS WERE DETERMINED BY ALLOWABLE BOTTOM OF COLUMN W _L SHEAR AND TENSION PER AISC SPECIFICATIONS (FY=36KSI). VARIES ANCHOR ROD LENGTH, EFFECTS OF EMBEDDED ANCHOR ri I ROD EDGE DIMENSIONS AND METHOD OF TRANSFERRING BASE PLATE ELEV. E FORCES FROM ANCHOR RODS TO FOOTINGS ARE TO BE f7 E BOTTOM OF DETERMINED BY OTHFRS q E N E o f n COLUMN o E o = W 4 UNLESS OTHERWISE SPECIFIED. ANCHOR RODS ARE E LENG N Cl)E F- 0 BASE PLATE N E U, J O DETAILED WITH A PITCH AND GAGE OF 51NCHES ASSUMING "CAST -IN -PLACE" ANCHOR RODS WITH *SNUG O LU -l" — TIGHT' CONNECTIONS. 11/4" OPENING WIDTH 11/4" 5. FOUNDATION MUST BE LEVEL, SQUARE AND SMOOTH u� tEE - E ANCHOR ROOS MUST BE ACCURATELY PLACED AS SHOWN 1 32mm 32nsm ON THIS DRAWING OR STEEL WILL NOT FIT. i� E i LSFSH1= = /2 13mm v NOTE: 1" 25mm PROJECTION ABOVE ( ) 6. THE BUILDER IS RESPONSIBLE FOR ACCURATE- SETTING 4'1 ( ) OF ANCHOR R,RZS WITHIN INDIVIDUAL COLUMN ROD LU0" (Omm) BOTTOM OF JAMB CLIP GROUPS •TOLERr+NCE ••1!8". DIMENSIONS BETWEEN I 21/2" 21/2'• 102mm 21l2 21/2 ANCHOR ROD GROUPS - TOLERANCE ••114".ERECTION mm mm i BAmm 6� aI� TYPICAL ANCHOR PER MB..-TEEL COMPONENTS ANDARBESTCTICE AND PLUMB TYPICAL COLUMN PER MB..,,, CODE OF STANDARD PRACTICE FL T REACTIONS REPORT DESIGN LOADS AND REACTIONS ARE FURNISHED IN THE FL ROD PROJECTION FRAMED OPENING DETAIL BASE PLATE DETAIL _ --__-----.--__..._A/-) Dia. A36 A. Rods D3 (4) 1 Dia. A36 A"Rods D1 (4)3/4" Dia. A36 A.Rods �Plate W=8" L=1'-1" L=10" Plate W=9" L=1'-]."Elevation=100'-0" 115'-0" IElevation=1001-0" 1 2 3 4 5 6 7 8 9 I-10'-9 3/4" 10'-9 3/4" :-9'-9 3/4" �(�� {�10'-9 3/4" 10'-9 3/4" CKC� - r 1 I I I I I I I I I D1 D3 D3 D3 D3 D31 D31 D31 D1 I I I I I I I I I I I I i 1 I I I I I I I I I I I I I I I I 1 I I I I I I 1 I I I I I 1 1 I I I I I 1 1 I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 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 1 I I I I I I I I I ! I I I I I I I I 1 I I I I I I I I I I I I I I I I 1 I I I I I I I i I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I 1 I I O I I 1 I I I I I I I I I O O I I I I I I I I 1 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 Q I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 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 W I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 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 Dl D3 D3 D3 D3 D3 D3! D3. D1 w I I I I I I I I I 10'-9 3/4" 1 10'-9 3/4" 19'-9 3/4" 10'-9 3/4" 1 10'-9 3/4" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 200'-0" Thomas W. Truxton k P.E. No ANCHOR ROD PLAN I Buildings, In 'sl oq VP Builds Inc. 1140 West Mountain Street Kernersville, NC 27284 2 11 -9 3/411 1 3 1 -4 1/2" = FOR CONSTRUCTION u Dimension Key Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) THIS DRAWING, INCLUDING THE INFORMATION HEREON, THE VP ENGINEER'S SEAL APPLIES REMAINS THE PROPERTY OF VP BUILDINGS. VP Buildings ONLY TO THE WORK PRODUCT OF IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING ANCHOR ROD P LA N VP AND DESIGN AND PERFORMANCE DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND 5200 Players Club Circle Memphis TN 38125 REQUIREMENTS SPECIFIED BY VP. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR THE VP ENGINEER'S SEAL DOES AN OTHER VAL OF VP PURPOSE BUIWITGS.UT PRIOR WRITTEN REV DATE BY DESCRIPTION BUILDER Canco General Contractors JOBNO NOT APPLY TO THE PERFORMANCE 09_7858 OR DESIGN OF ANY OTHER PRODUCT CUSTOMER OR COMPONENT FURNISHED BY VP THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY Mike Lynch DATE RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP 4/2/2009 LOCATION EXCEPT TO ANY DESIGN OR PER- IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS Zephyrhills, Florida VP BUILDINGS FORMANCE REQUIREMENTS DRAWING, DETAILS REFERENCED IN THIS DRAWING, VARco PRUDEN DRAWNICHECK SPECIFIED BY VP. ALL APPLICABLE VP ERECTION GUIDES, PROJECT WheeltlaSt FCJ AND INDUSTRY STANDARDS PERTAINING TO PROPER A BlueScope Steel Company ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BUILDERS PON PAGE BRACING. NTS 1162 VPC VERSION: 7.1 f 3 4/21/2009 8'68'40 rmcmmmc' Mike Lynch eanopy3.VPC a division of BlueScope Buildings North America, Inc. E� o- 1 2 3 4 5 6 7 8 9 CX002 CX004 CX005 CX006 CX007 CX006 CX005 CX004 CX002 I I I I I I I I I I 01� I I I 01� I °r °1 I I I I I I I I I i I I I I I 1 I I I I I I I I I I 5��po1 I I i ���pQti, I I I I p-J I I I I I Q I I / ! I I I I I I II I I F.PX001 \ \ �EPX001 I I I I I I I I I I ; I 1 I 0, I I I I On I I I I I I I V I ( N C0 N I I M O er 1p O l0 a' O O O O `� X 0 Co m x �? a a a a a I I i I I I I ! I I I I I I I i 1 I I I I I I I I i i i i 5 I i i i I i i F--+ EPX002 / ~FPX002 �2705 i i i H270S 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 p3i�' I I I I p3T""D i i i i2705 i I i �2705 I I I I I I I I I .4121/2009 9.29.04 FILENAME: Mike Lynch canopy3.VPC a division of BlueScope Buildings North America, Inc. 1Frame Member Schedule Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Detail Cee Mark No CX001 1 6" .3750 .1644 1'-0" 2'-8" 18'-6 9/16" RBX001 2 6" .3750 .1644 2'-8" 1'-0" 47'-0 1/16" 3 6" .2500 .1345 1'-0" 1'-0" 4 6" .3125 .1345 1'-0" 2'-4" RBX002 5 6" .3125 .1345 2'-4" 1'-0" 47'-0 1/16" 6 6" .2500 .1345 1'-0" 1'-0" 7 6" .3750 .1644 1'-0" 2'-8" CX002 8 6" .3750 .1644 1'-0" 2'-8" 18'-6 9/16" EPX001 9 5" .1875 .1345 9" 9" 3'-6 7/16" BR25C7 EPX002 10 5" .1875 .1345 9" 9" 4'-9 1/2" BR25C7 EPX002 11 5" .1875 .1345 9" 9" 4'-9 1/2" BR25C7 EPX001 12 5" .1875 .1345 9" 9" 3'-6 3/8" BR25C7 _q O rn 1-1 O I N 7 23'-2" Ridge Ht. 6 3 1/2" 5 4 @ 1'-11 7/16" 4 1'-6 11/16" 3 3'-0" 2 3'-11 1/2" 1 8 1/2" Dimension Key V' C m O O O N - W I f rGC176120 I I FB30501 i ,-C., 1. USE 1/2 X 1 1/2 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. RBX001 M ro 1-4 0 0 0 x w w 115'-0" 0 ()Bolt Connection & Plate Schedule Id Qty ASTM Bolt Bolt Dia. Length A 10 A325 3/4" 2" B 12 A325 3/4" 2" C 2 A325 3/4" 1 1/2" 0'-2 1/16" 1.000:1 W _ - — 1 @ 41-6 0'-C" THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP. Plate Rows Rows Thick. Out In 1/2" 3 2 3/8" 3 3 Tension Washer Bolt =50'-2 1/16" 1.000: @ 4'-6.. Frame Cleuiances Horiz. Clearance between members 1(CX001) and 8(CX002): 93'-2 1/2" Vert. Clearance at member l(CX001): 15'-7 7/8" Vert. Clearance at member 8(CX002): 15'-7 7/8" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) a v a c .-1 0 fA 0 QI r1 O Cq O W � B N ao Ca RBx002 N N O O O x O x o 0 a, w N w O x N A. w Co -1 U U 115'-0" 115'-0" 115'-0" 23'-0" 100'-0" FRAME CROSS SECTION AT FRAME LINES) 1 Shape Name = 100 X 200 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. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. 0'-0" VP Buildings 3200 Players Club Circle Memphis TN 38125 REV DATE BY DESCRIPTION NTS 4/21/2009 9:29:05 O a' a O � M O W GC176120 8'-6" T �FR3050 I I I I Thomas W. Truxton � tII&I VP.BuilE. dings, Io. nc- 1140 West Mountain Street Kerneravft NC 27284 PERMIT SET- For Building Dept. Approval FRAME CROSS SECTION AT FRAME LINE(S) I '"'""" Canco General Contractors CUSTOMER Mike Lynch LOCATION Zephyrhills, Florida PROJECT Wheelblast BUILDERS PO# 1162 JOBNO 09-7858 DATE VP BUILDINGS 4/212009 VARco PRUDEN DRAWN/CHECK FILENAME: Mike Lynch canopy3.VPC a division of BlueScope Buildings North America, Inc (Frame Member. Schedule ()Bolt Connection & Plate Schedule Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Id Qty ASTM Bolt Bolt Plate Rows Rows CX003 1 6" .5000 .1875 1'-0" 3'-2" 18'-7" Dia. Length Thick. Out In RBX003 2 6" .5000 .1875 3'-3" 1'-4" 46'-6 5/8" A 16 A325 3/4" 2" 1/2" 4 4 3 6" 3125 .1345 1'-4" 1'-4" B 10 A325 3/4" 2" 3/8" 2 3 4 6" .3125 .1644 1'-4" 2'-4" C 12 A325 3/4" 2 1/4" 5/8" 4 2 RBX004 5 6" .3125 .1644 2'-4" 1'-4" 46'-6 11/16" 6 6" .3125 .1345 1'-4" 1'-4" 7 6" .5000 .1875 1'-4" 3'-3" CX004 8 6" .5000 .1875 1'-0" 3'-2" 18'-7" F 5G'-2 1/16" 1.000:12 i 8 a O O M Ol cr m 00 [a O i, N O fn Ln 00 N— N Ca w - O i a e L I I a (2)FB40501 l e O y i I I � I I I N I I Ia 0 R0Xp03 Tension Washer Bolt 50'-2 1/16" 1.000: C 4--6„ Frame Clearances Horiz. Clearance between members 1(CX003) and 8(CX004): 92'-2 9/16" Vert. Clearance at member l(CX003): 15'-1 1/2" Vert. Clearance at member 8(CX004): 15'-1 1/2" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) In In 0 0 M Ca, f�f fu O - _ N � v RBX004 T O m N O O v N f4 O N W 1(2)FB4050 I \ I � r I I a o x O p s� p U a I 100'-0" FRAME CROSS SECTION AT FRAME LINES) 2 9 23'-2" Ridge Ht. 8 3 1/2" 6 1' -6 11/16" omasW.T on P.E. No. 57109 5 3'-0" 4 3 ' -11 1 / 2 " ¢ llpq 1140 Weest iMount� ain Street �, Kemersville, NC 27284 3 3 _ 5 1/4 2 4'-0" 1 8 1/2" PERMIT SET- For Building Dept. Approval []Dimension Key Shape Name =100 X 200 Wall 4, Frame 2 THIS DRAWING, INCLUDING THE INFORMATION HEREON, 1. USE 1/2 X 1 1/2 A325 SNUG TIGHTENED BOLTS FOR FURLIN TO THE VP ENGINEER'S SEAL APPLIES REMAINS THE PROPERTY OF VP BUILDINGS. VP Buildings FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS ONLY TO THE WORK PRODUCT OF IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING FRAME CROSS SECTION AT FRAME LINE(S) 2 VP AND DESIGN AND PERFORMANCE DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND 3200 Players Club Circle Memphis TN 38125 UNLESS NOTED OTHERWISE. REQUIREMENTS SPECIFIED BY VP. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN BUILDER JOBNO THE VP ENGINEER'S SEAL DOES REV DATE BY DESCRIPTION 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME NOT APPLY TO THE PERFORMANCE APPROVAL OF VP BUILDINGS. Canco General Contractors 09-7858 SIDE OF THE WEB AS THE HILLSIDE WASHER. OR DESIGN OF ANY OTHER PRODUCT THE GENERAL CONTRACTOR AND/OR ERECTOR ISSOLELY CUSTOMER Mike Lynch DATE OR COMPONENT FURNISHED BY VP RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP LOCATION 4/2/2009 EXCEPT TO ANY DESIGN OR PER- IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS Zephyrhills, Florida VP BUILDINGS FORMANCE REQUIREMENTS DRAWING, DETAILS REFERENCED IN THIS DRAWING, DRAWN/CHECK SPECIFIED BY VP. ALL APPLICABLE VP ERECTION GUIDES, PROJECT VARCO PRUDEN AND INDUSTRY STANDARDS PERTAINING TO PROPER Wheelblast FCJ ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BUILDERS PO# A BlueScope Steel Company PAGE BRACING. NTS 1162i i VPC VERSION: 7.1 f 6 4/21/2009 9:29:07""""""` Mike Lynch eanopy3.VPC a division of BlueScope Buildings North America, Inc. l) Frame Member Schedule �Bo1.t Conner ti.on & Plate Schedule Frame Clearances Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Id Qty ASTM Bolt Bolt Plate Rows Rows Tension Washer HOri.Z. Clearance between members 1 (CX005) and 8 (CX005) : 52'-0 1/2" CX005 1 6" ,3750 .1875 1'-0" 3'-3" 18'-7 1/16" Dia. Length Thick. Out In Bolt Vert. Clearance at member 1(CX005): 151_ 1 7/1611 RBX005 2 6" .3750 .1875 3'-3" 1'-2" 46'-5 5/8" A 14 A325 3/4" 2" 1/2" 4 3 ,_ Vert. Clearance at member (CX005): 15 1 „ 7 16 3 6" .3125 .1345 1'-2" 1'-2" B 12 A325 3/4" 2" 3/8" 2 4 ,_ „ Finished Floor Elevation = 100 0 (Unless Noted Otherwise) 4 6" .3125 .1345 1'-2" 2'-0" RBX006 5 6" .3125 .1345 2'-0" 1'-2" 46'-5 5/8" 6 6" .3125 .1345 1'-2" 1'-2" 7 6" .3750 .1875 1'-2" 3'-3" CX005 8 6" .3750 .1875 1'-0" 3'-3" 18'-7 1/16" 60 O o O N a c LO O �+ 0 O C a - U v _ w - o i u i A i RBXppS I I (2)FB40541 I I LO 0 FB3034� u I I 01-2 1/16" 1.000:1 N N 0 N O O sT M O W e-1 W M cT SI O W N O Lu W N . -- -- _ B c\j RBX006 100,-0" FRAME CROSS SECTION AT FRAME LINES) 3 _"_-`50'-2 1/16" 1.000: @ 4'-6" O N a' o O -. N r Oq r-1 N T o O 01 N Ir O O � a N O LO W O ci a' A 0 (2) FB4054 FB3034 9 23'-2" Ridge Ht. 8 3 1/2" 47 fN. 6 1'-6 11/16" 7/ Thomas W. Tlruxton 5 4 3 ' — 0 " 3'-11 1/2" q P.E. No. 57109 Alyl�� VP Buildings, Inc. IIIIr 1140 West Mountain Street 3 3 ' - 5 1 / 4 " Refllelravioe, NC 27294 2 4'-0" 1C 1/2" Dimension Key _ Shape Name - 100 X 2�0 Wall 4, Frame 3 PERMIT SET- For BuildingDept. p pp oval Approval 1. USE 1/2 X 1 1/2 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO THE VP ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. VP Buildings FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR 3200 Players Club Circle Memphis TN 38125 FRAME CROSS SECTION AT FRAME LINE(S) 3 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP. ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. REV DATE BY DESCRIPTION BUILDER Canco General Contractors CUSTOMER Mike Lynch LOCATION Zephyrhilis, Florida PROJECT Wheelbla5t BUILDERS PO# 1162 VP BUILDINGS VARCO PRUDEN A BlueScope Steel Company VPC VERSION: 7.1 f JOBNO 09-7858 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DATE 4/2/2009 DRAWNICHECK FCJ NTS pAGE 7 4/21 /2009 9:29:08 FILENAME: Mike Lynch Canopy3.VPCi a division of BlueScope Buildings North America, Inc. Frame Member. Schedule Part Mem Width Thick WPbThk. Depthl. Depth2 CX006 1 6" .5000 .1644 1'-0" 2'-9" RBX007 2 6" .3750 .1875 3'-3" 1'-2" 3 6" .3125 .1345 1'-2" 1'-2" 4 6" .3125 .1345 1'-2" 2'-0" RBX008 5 6" .3125 .1345 2'-0" 1'-2" 6 6" .3125 .1345 1'-2" 1'-2" 7 6" .3750 .1875 1'-2" 3'-3" CX006 8 6" .5000 .1644 1'-0" 2'-9" 0 I m 7 23'-2" Ridge Ht. 6 3 1/2" 5 2 @ 3'-10 15/16" 4 1'-6 11/16" 3 3'-0" 2 3'-11 1/2" 1 8 1/2" Dimension Key 60 (2)FB40201 I Approx.Lgth 18'-6 9/16" 46'-11 11/16" 46'-11 11/16" 18'-6 9/16" )Bolt Connuction & Plate Schedule Id Qty ASTM Bolt Bolt Plate Rows Rows Tension Washer Dia. Length Thick. Out In Bolt A 14 A325 3/4" 2" 1/2" 4 3 B 12 A325 3/4" 2" 3/8" 2 4 -2 1/16" 1.000:1 O 0 0C14 u7 ca a _- - RBXp01 1. USE 1/2 X 1 1/2 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP. l.Lame C3 earances Horiz. Clearance between members 1 =006) and 8(CX006): 93'-0 9/16" Vert. Clearance at member I(CX006): 15'-1 1/16" Vert. Clearance at member 8(CX006): 15'-1 1/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 0 '— 50'-2 1/16" ?.000:12�,_ O o N N 5 O O er M M a. o w w o N B ------ - -___ O co -- - -- -- -- ----- N 0 O O RBX008 ~ — v U 100'-0' FRAME CROSS SECTION AT FRAME LINES) 4 Shape Name = 100 X 200 Wall 4, Frame 4 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. �(2)FB4020 I N O 'Kama on P.E. No. 671 `/Z�'a� VP Buildings, Inc. 1140 W.st Mountain Street Kemersvift, NC 27204 PERMIT SET- For Building Dept. Approval VP Buildings FRAME CROSS SECTION AT FRAME LINE(S) 4 3200 Players Club Circle Memphis TN 38125 REV DATE BY DESCRIPTION BUILDER Canco General Contractors JOBNO FVARCO 09-7858 CUSTOMER Mike Lynch DATE DINGS 4/2/2009 LOCATION Zephyrhills, Florida DRAWN/CHECK FCJ EN A BlueScope Steel Company 7.1 f PROJECT Wheelblast BUILDERS PO# PAGE NTS 1162 VPC VERSION: g 4/21/2009 9.29.10 """"'" -' Mike Lynch eanopy3.VPC a alwslon or nlueocope nunaings rvonn rAmenca, Inc. Frame Member Schedule Part Mem W.i.dth Thick WebThk. Depths Depth2 CX007 1 6" .3750 .1875 1'-0" 3'-3" RBX009 2 6" .3750 .1875 3'-3" 1'-2" 3 6" .3125 .1345 1'-2" 1'-2" 4 6" .3125 .1345 1'-2" 2'-0" RBX010 5 6" .3125 .1345 2'-0" 1'-2" 6 6" .3125 .1345 1'-2" 1'-2" 7 6" .3750 .1875 l'-2" 3'-3" CX007 8 6" .3750 .1875 1'-0" 3'-3" Approx. LgLh 18' -7 1/16" 46'-5 5/8" 46'-5 5/8" 18' -7 1/16" riolt Connection & Plate Schedule Frame Clearances Id Qty ASTM Bolt Bolt Plate Rows Rows Tension Washer Horiz. Clearance between members 1 (CX007) and 8 (CX007) : 92'-0 1/2" Dia. Length Thick. Out In Bolt Vert. Clearance at member 1(CX007): 15'-1 7/16" A 14 A325 3/4" 2" 1/2" 4 3 Vert. Clearance at member 8(CX007): 15'-1 7/16" B 12 A325 3/4" 2" 3/8" 2 4 Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 01_2 1/16" 1.000:1 @ 4'-6 50'-2 1/16" 1.000:1 -9 @ 4'-6 8 o 0 0 0 8 c M M a o (A pq o N 04 ___ Y ___ __ __ c N M1 f11 O w M1 O O N go O _ N a -_ _.- N r-1 U p i __ __ - ___ W N - B _- ._ - _ N N O O N - _ p Uv Goa _ _.._ - - - - - �, W N V r I I E I I � I I (2)FB4054 I a I � i I ILL FB3034` I _T M I I I F I I I I I 1 RBXp09 100'-01, FRAME CROSS SECTION AT FRAME LINES) 5 1 (2) FB4054 I 7 rr c x o FB3034 � I I I M I I 9 23'-2" Ridge Ht. 8 3 1/2" intwmss . ru 7 2 @ 3' -10 15 / 16" Oq VP�Bu dings. Mc. 911111111111114 6 1'-6 11/16" y ��11140 Wem LJOURtem KemersvilN, NC 27M 5 3'-0" 4 3'-ll 1/2" 3 3'-5 1/4" 2 4'_0" Dimension Key shape !Name = 100 X 200 Wall 4, Frame 5 PERMIT SET- For Building Dept. Approval THIS DRAWING, INCLUDING THE INFORMATION HEREON, 1. USE 1/2 X 1 1/2 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO THE VP ENGINEER'S SEAL APPLIES REMAINS THE PROPERTY OF VP BUILDINGS. VP Buildings FRAME CROSS SECTION AT FRAME LINE(S) 5 FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS ONLY TO THE WORK PRODUCT OF IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING VP AND DESIGN AND PERFORMANCE DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND 3200 Players Club Circle Memphis TN 38126 UNLESS NOTED OTHERWISE. REQUIREMENTS SPECIFIED BY VP. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN BUILDER JOBNO 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME THE VP ENGINEER'S SEAL DOES APPROVAL OF VP BUILDINGS. REV DntE BY DESCRIPTION Canco General Contractors NOT APPLY TO THE PERFORMANCE 09-7858 SIDE OF THE WEB AS THE HILLSIDE WASHER. OR DESIGN OF ANY OTHER PRODUCT THE GENERAL CONTRACTOR ANDJORERECTOR ISSOLELY CUSTOMER Mike Lynch DATE OR COMPONENT FURNISHED BY VP RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP LOCATION 4/2/2009 EXCEPT TO ANY DESIGN OR PER- IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS Zephyrhills, Florida FVARCO DINGS FORMANCE REQUIREMENTS DRAWING, DETAILS REFERENCED IN THIS DRAWING, EN DRAWNICHECK SPECIFIED BY VP. ALL APPLICABLE VP ERECTION GUIDES, PROJECT Wheelblast FCJ AND INDUSTRY STANDARDS PERTAINING TO PROPER A BIueSCOpe Steel Company T I ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BUILDERS PO# PAGE BRACING. NTs 1162 VPC VERSION: 7.1 T 9 4/21/2009 9:29.12 raeryNmn: Mike Lynch eanopy3.VPC a division of BlueScope Buildings North America, Inc. (.,,)Frame Member Schedule ,Bolt Connection & Plate Schedule Frame Clearances Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Id Qty ASTM Bolt Bolt Plate Rows Rows Tension Washer HOriZ. Clearance between members 1 (CX006) and 8 (CX006) : 93'-0 9/16" CX006 1 6" .5000 .1644 1'-0" 2'-9" 18'-6 9/16" Dia. Length � Thick. Out In Bolt 1_ Vert. Clearance at member 1(CX006): 15 1 .r 1/16 RBX011 2 6" 3750 ' .1875 3'-3" 1'-2" 46'-11 11/16" A 14 A325 3/4" 2" 1/2" 4 3 Vert. Clearance at member 8(CX006): 15'-1 1/16" 3 6" 3125 .1345 l'-2" 1'-2" B 14 A325 3/4" 2" 3/8" 3 4 Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 4 6" .3125 .1345 1'-2" 2'-0" RBX012 5 6" .3125 .1345 2'-0" 1'-2" 46'-11 11/16" 6 6" .3125 .1345 1'-2" 1'-2" 7 6" .3750 .1875 1'-2" 3'-3" CX006 8 6" .5000 .1644 1'-0" 2'-9" 18'-6 9/16" T I (2)FB4020I 0 rn N `-I 7 23'-2" Ridge Ht. 6 3 1/2" 5 2 @ 3'-10 15/16" 4 1'-6 11/16" 3 3'-0" 2 3'-11 1/2" 1 8 1/2" Dimension Key O V u) co O O N c In Ca o w o. 0 0 U O vw)"l 1. USE 1/2 X 1112 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. 50'-2 1/16" 1.000:12- 9 @ 4'-6 H THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP. T 1/16" 1.000: —9 @ 4'_6.. 0 0 5 N N O O of t+1 0 a LQ (A O rl iu (H rl N P7 V B Q V O — N oco N a N — _ c w LO 0 RBX012 100'-0" FRAME CROSS SECTION AT FRAME LINES) 6 Nams =100 X 200 Wall 4, Frame 6 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. 1 (2) FB4020 0 0 (n kl Thomas W. Truxton P.E. No. 57109 VP Buildings, Inc. l 1140 West Mountain Ohms Kernersville, NC Tf484 PERMIT SET- For Building Dept. Approval VP Buildings FRAME CROSS SECTION AT FRAME LINES 6 3200 PIay.ors Club Circle Memphis TN 38125 REV DATE BY DESCRIPTION BUILDER Canco General Contractors JOBN 09-7858 CUSTOMER Mike Lynch DATE LOCATION Zephyrhilis, Florida WVARCO BUILDINGS 4/2/2009 PROJECT PRUDEN DRAWN/CHECK Wheelblast FCJ A BlueScope Steel Company NTS BUILDERS PO# 1162 VPC VERSION: 7.1 f PAGE 10 4/21/2009 9.29.13 HU:NAmt: Mike Lynch canopy3.VPC a division of BlueScope Buildings North America, Inc. (')Frame Member Schedule Part Mem Width Thick WebThk. Depthl. Depth2 CX005 1 6" .3750 .1875 1'-0" 3'-3" RBX005 2 6" .3750 .1875 3'-3" 1'-2" 3 6" .3125 .1345 1'-2" 1'-2" 4 6" .3125 .1345 1'-2" 2'-0" RBX006 5 6" .3125 .1345 2'-0" l'-2" 6 6" .3125 .1345 1'-2" 1'-2" 7 6" .3750 .1875 1'-2" 3'-3" CX005 8 6" .3750 .1875 1'-0" 3'-3" Approx.Lgth 18'-7 1/16" 46'-5 5/8" 46'-5 5/8" 18'-7 1/16" O o Ln p, O O N a Ln 0] a- O U V h ^..- w I� Y o A RBX005 i � 1 (2)FB4054I - I I I I h � o FB3034i U )Bolt Cotinection & Plate Schedule Id Qty ASTM Bolt Bolt Plate Rows Rows Tension Washer Dia. Length Thick. Out In Bolt A 14 A325 3/4" 2" 1/2" 4 3 B 12 A325 3/4" 2" 3/8" 2 4 -2 1/16" 1.000:1 @ 4,_0 0 0 N N O O V M co p O W O r W m O w w N B . _ � T ~- 1 RBX006 100'-0" FRAME CROSS SECTION AT FRAME LINES) 7 Frame Clearances Horiz. Clearance between members 1(CX005) and 8(CX005): 92'-0 1/2" Vert. Clearance at member l(CX005): 15'-1 7/16" Vert. Clearance at member 8(CX005): 15'-1 7/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) T 1.000:12 —``— --9 @ 4'_6 7 8 O N C' 0 0 O N ~ rru N m O O a Ln u ' A )FB4059 FB3034 Ln 9 23'-2" Ridge Ht. �% 8 3 1/2" 4// 7 6 5 4 2 @ 3'-10 15/16" 1;-6'�11/16" 3 -0 3' -11 1/2" 1�4 �.57109 n y I� 01. VP BuNdi ngs, Inc. 1140 KwnersvlMe, NC 27264 3 3' -5 1/41' 2 -011 41 :.. 1 8 1/an." Dimension Key shape Name = 100 X 200 Wall 4, Frame 7 >, PERMIT SET- For Building Dept. Approval 1. USE 1/2 X 1 112 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO THE VP ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFVPBUILDINGS. VP Buildings FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. ONLY TO THE WORK PRODUCT OF VP A11D DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR 3200 Players Club Circle Memphis TN 38126 FRAME CROSS SECTION AT FRAME LINE(S) 7 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. REV DATE BY DESCRIPTION BUILDER Canco General Contractors CUSTOMER Mike Lynch LOCATION Z@phyrhillS, Florida VP BUILDINGS JOBNO 09-7858 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DATE 4/2/2009 DRAWNICHECK FCJ FORMANCE REQUIREMENTS SPECIFIED BY VP. DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. PROJECT Wheelbliast BUILDERS PO# 1162 VARCOPRUDEN A BlueScope Steel Company VPC VERSION: 7.1 f NTS PAGE 11 4/21/2009 9.29:15 FILENAME: Mike Lynch canopy3.VPCi a division of BlueScope Buildings North America, Inc. ,) Ft:aine Member. Schedule Part Mem Width Thick WebThk. Depthl Dept:h2 CX003 1 6" .5000 .1875 1'-0" 3'-2" RBX003 2 6" .5000 .1875 3'-3" 1'-4" 3 6" .3125 .1345 1'-4" 1'-4" 4 6" .3125 .1644 1'-4" 2'-4" RBX004 5 6" .3125 .1644 2'-4" 1'-4" 6 6" .3125 .1345 1'-4" 1'-4" 7 6" .5000 .1875 1'-4" 3'-3" CX004 8 6" .5000 .1875 1'-0" 3'-2" F0� T O a N O p N c N m O faa a U I I e A i (2)FB4050 I I i r O 0 I U Rgy0003 Approx.Lgth 18'-7" 46'-6 5/8" 46'-6 11/16" 18'-7" ( "Bolt Connection & Plate Schedule Id Qty ASTM Bolt Bolt Plate Rows Rows Dia. Length Thick. Out In A 16 A325 3/4" 2" 1/2" 4 4 B 10 A325 3/4" 2" 3/8" 2 3 C 12 A325 3/4" 2 1/4" 5/8" 4 2 50'-2 1/16" 1.000: @ 4'-6 a 0 0 m a, m m Tension washer Bolt 1.000:12 9 @ Frame Clearances Horiz. Clearance between members 1(CX003) and 8(CX004): 92'-2 9/16" Vert. Clearance at member 1(CX003): 15'-1 1/2" Vert. Clearance at member 8(CX004): 15'-1 1/2" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) T 0 0 7 0 0 8 M M w w o _. .. N 03 m d, B • _ — - ca N O O ` co V N — W m ul O RBX009 _ I e° C I(2)FB4050 n x 0 � I 100'-0" FRAME CROSS SECTION AT FRAME LINES) 8 9 23'-2" Ridge Ht. 8 3 1/2" �. 7 2 @ 3'-10 15/16" , 11 / 16" Thomas W. Truxton P.E. No. 57109 5 3 _ 0„ A.�?.1'G� VP Bu8ding% hm 4 3'-ll 1/2" 1140. Wed Mountain Sheet Kernersvft NC 27264 3 3'-5 1/4" 2 4' -011 1 8 1/2" Dimension Key Shape Name = 100 X 200 Wall 4, Frame 8 PERMIT SET- For Building Dept. App; oval 1. USE 1/2 X 1 1/2 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND 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 VP Buildings 3200 Players Club Circle Memphis TN 38125 FRAME CROSS SECTION AT FRAME LINE(S) 8 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER— ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. REV DATE BY DESCRIPTION BUILDER Canco General Contractors CUSTOMER Mike Lynch LOCATION Zephyrhllls, Florida DINGS TVARCOPRUDEN JOBNO 09-7858 THE GENERAL CONTRACTOR ANOIOR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DATE 4/2/2009 DRAWNICHECK FCJ FORMANCE REQUIREMENTS SPECIFIED BY VP. DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. PROJECT Wheelblast BUILDERS POiI 1162 A BlueScope Steel Company VPC VERSION: 7.1 f NTS PAGE 12 4/21/2009 9:29:16 FILENAME: Mike Lynch eanopy3.VPC a division of BlueScope Buildings North America, Inc. ()'Frame Member Schedule Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Detail Cee Mark No CX001 1 6" .3750 .1644 1'-0" 2'-8" 18'-6 9/16" RBX001 2 6" .3750 .1644 2'-8" 1'-0" 47'-0 1/16" 3 6" .2500 .1345 1'-0" 1'-0" 4 6" .3125 .1345 1'-0" 2'-4" RBX013 5 6" .3125 .1345 2'-4" 1'-0" 47'-0 1/16" 6 6" .2500 .1345 1'-0" 1'-0" 7 6" .3750 .1644 1'-0" 2'-8" CX002 8 6" .3750 .1644 1'-0" 2'-8" 18'-6 9/16" EPX001 9 5" .1875 .1345 9" 9" 3'-6 7/16" BR25C7 EPX002 10 5" .1875 .1345 9" 9" 4'-9 1/2" BP.25C7 EPX002 11 5" .1875 .1345 9" 9" 4'-9 1/2" BR25C7 EPX001 12 5" .1875 .1345 9" 9" 3'-6 3/8" BR25C7 )Bolt Connection & Plate Schedule Id Qty ASTM Bolt Bolt Dia. Length A 10 A325 3/4" 2" B 12 A325 3/4" 2" C 2 A325 3/4" 1 1/2" 00-2 1/16" 1.000: @ 4,-6„ Plate Rows Rows Thick. Out In 1/2" 3 2 3/8" 3 3 Tension Washer Bolt @ 4'_6 '-2 1/16" 1-000:12 Frame Clearances Horiz. Clearance between members 1(CX001) and 8(CX002): 93'-2 1/2" Vert. Clearance at member l(CX001): 15'-7 7/8" Vert. Clearance at member 8(CX002): 15'-7 7/8" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 6 0 0 Oi O .--I ri M W 4a _ _ _ — (h W fu O rl �-1 (71 rim ILA J� N co [a N co 0 O N — B en C C RBX013 C C N N I O O M A RBX001 o w a o A w w X1-4 cov Ci Cow a Q, w CD L � GC176120 115'-0" 115'-0" 115'-0" 115'-0" GC176120 N I I I FB3050I IFB3050 I O I I m � i I I I o o I N I I I I N I I I I I I I I I I I 18'-6" 2e'-0" 23'-0" 20'-0" 100'-0" FRAME CROSS SECTION AT FRAME LINES) 9 otnas . Tru n 7 '-2" Ridge Ht. p 6 3 1/2" 0 1 VP E �. 57109 1140 Wsd Mountain SUW 5 4 @ 1' -11 7 / 16" /2i BuNdin9s► he. 4 1' - 6 11 / 16" ( K*nwsvft NC 27264 3 3'-0" 2 3'-11 1/2" 1 8 1/2" PERMIT SET- For Building Dept. Approval u Dimension Key Shape Neme = 100 X 200 Wall 4, Frame 9 THIS DRAWING, INCLUDING THE INFORMATION HEREON, 1. USE 1/2 X 1 1/2 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO THE VP ENGINEER'S SEAL APPLIES REMAINS THE PROPERTY OF VP BUILDINGS. VP Buildings FRAME CROSS SECTION AT FRAME LINE FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS ONLY TO THE WORK PRODUCT OF IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING (S ) 9 VP AND DESIGN AND PERFORMANCE DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND 3200 Play..Ors Club Circle Memphis TN 38126 UNLESS NOTED OTHERWISE. REQUIREMENTS SPECIFIED BY VP. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR THE VP ENGINEER'S SEAL DOES ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN BUILDER JOBNO REV DATE BY DESCRIPTION 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME NOT APPLY TO THE PERFORMANCE APPROVAL OF VP BUILDINGS. Canco General Contractors 09-7858 SIDE OF THE WEB AS THE HILLSIDE WASHER. OR DESIGN OF ANY OTHER PRODUCT THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY .1, CUSTOMER Mike Lynch DATE OR COMPONENT FURNISHED BY VP RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP LOCATION 4I2/2009 EXCEPT TO ANY DESIGN OR PER- IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS i Zephyrhills, Florida gARCO BUILDINGS FORMANCE REQUIREMENTS DRAWING, DETAILS REFERENCED IN THIS DRAWING, PRUDEN DRAWN/CHECK SPECIFIED BY VP. ALL APPLICABLE VP ERECTION GUIDES, PROJECT Wheeiblast FCJ AND INDUSTRY STANDARDS PERTAINING TO PROPER A BlueScope Steel Company ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BUILDERS PO# PAGE BRACING. NTS 1162 VPC VERSION: 7.1 f 13 4/21/2009 9:29:18 FILENAME` Mike Lynch eanopy3.VPC a division of BlueScope Buildings North America, Inc. _)Part Mark Key Secondary Part Schedule 1 J25 (See BR09HF) Mark Part Thick. Depth Lap 2 P56 Ell OIEE2411414 0.0820 8 1/2" 3 J25 E6 OlEE2411415 0.0730 8 1/2" 4 P57 E8 02EE2411417 0.0590 8 1/2" E9 OlEE2411417 0.0590 8 1/2" J25 004JO803717 0.0590 8 1/2" P45 34P2801015 0.0730 8 1/2" 3'-0" P46 42P2902415 0.0730 8 1/2" 2'-0" P47 42P2902417 0.0590 8 1/2" 2'-0" P56 001P0710017 0.0590 8 1/2" P57 002PO710 r.1 0.0590 8 1/2" 2 3 4 5 6 7 8 9 P58 34P28010 0.0650 8 1/2" 3'-0" P59 32P270101 0.0730 8 1/2" 2'-0" P60 34P2801014 0.0820 8 1/2" 3'-0" o- o- O Em 1 1'-0" [-]Dimension Key 0 i 0 0 - 1R6B8 4 ri Eg P45 ---- Ell ---- 1R6B7 - -. _ E9 _..- - --- 1R6B6 - ----- - ---Ey---- - - -- 1R6B5 -- ----- E9- -- - - - - 1R6B4 - --- - -E9- - ----- 1R6B3 -------- - E6---- ---- 1R6B2 ------- _E8 _._. 1R6B1 P59 ri ----- 2 4 2 I i I i P60 P46• P46 P60 I i P46 P46 P60 P60 I P58(Typ.) ------- ------ - - --- P58(Typ.)- P47(Typ.) -------- - --- --- ------ P47(Typ.) P47(Typ.) -- ----------- ----- P47(Typ.) P47(Typ.) --- -------------- --- P47(Typ.) - P47(Typ.) - -- - - -- ---------------- P47(Typ.) P47(Typ.) - ----- - --- P47(Typ.) -P47(Typ.) -- ----------------._.._ P47(Typ.) P58(TYp•) -- - - - - - - ----I P58(Typ.) I I P60 P46 P46 P60 I I i I I � P60 P46 P46 P60 I 2 P59 P45 cn 9 r� 2 ..._.---EB--._.--------- 1R5B2 -----------Ell -------------.-------E 1R5B3 ------------ 1R5B4 ---------E9------------ 1R5B5 -------- E9--------------------._..-._. 1R5B6 E9---------- 1R5B7 ----------E6-------.--- 1R5B8 ---------EB--- 9 1R5B1 ---- - ----- 1. UNLESS NOTED, USE 1/2 X 1 1/2 A-325 SNUG TIGHTENED BOLTS FOR PURLIN LAP, PURLIN TO FRAME, FLANGE BRACE TO FRAME, AND FLANGE BRACE TO PURLIN CONNECTIONS. 2. WIND, FLANGE, AND PURLIN BRACING ARE AN INTEGRAL PART OF THE ROOF STRUCTURAL SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. REMOVAL OR ALTERATION OF ROOF BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 4'-0" 25'-0" 25'-0" 1.25'-0" 1.25'-0" 1.25'-0" 1.25'-0" 24'-0" 200'-0" THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP. Shape Name =100 X 200 ROOF SECONDARY PLAN THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. a W. Tru on E. No. 57109 VP Buildings, Inc. PERMIT SET- For Building Dept. Approval ' K�West vII c VP Buildings ROOF SECONDARY PLAN 3200 Players Club Circle Memphis TN 38125 REV DATE BY DESCRIPTION BUILDER Canco General Contractors JOBNO CUSTOMER 09-7858 Mike Lynch DATE LOCATION Zephyrhills, Florida WVARCO DINGS 4/2/2009 PROJECT EN DRAWWCHECK Wheelblast FCJ BUILDERS PO# A BlueScope Steel Company PAGE NTS 1162 VPC VERSION: 7.1 f 14 4/21/2009 9:29:19 FILM ""t` Mike Lynch eanopy3.VPC a division of BlueScope Buildings North America, Inc. Secondary Part Schedule Mark Part Thick. Depth Lap G44 40G2202417 0.0590 8 1/2" 1'-0" G45 40G2502417 0.0590 8 1/2" 1'-0" G56 OlC1805417 0.0590 8 1/2" G58 01C1911417 0.0590 8 1/2" G59 OIC2211417 0.0590 8 1/2" G98 40GO511217 0.0590 8 1/2" 1'-0" G99 40GO511317 0.0590 8 1/2" 1'-0" i0i 0 m 8 ' - 6 " 0'-0 3'-0" 100'-0" SECONDARY ELEVATION AT 1 0'-0 18'-6" T 74 , Thomas W. Truxton P.E. No. 57109 A-IZi VP Buildings, Inc. 1140 West Mountain Street Kemersville, NC 27264 1 2' 3PERMIT SET- For Building Dept. Approval []Dimension Key Shape Name = 100 X 200 ,Wall = 1 THIS DRAWING, INCLUDING THE INFORMATION HEREON, 1. UNLESS NOTED, USE 1/2 X 1 1/2 A-325 SNUG TIGHTENED BOLTS FOR GIRT LAP, THE VP ENGINEER'S SEAL APPLIES REMAINS THE PROPERTY OF VP BUILDINGS. VP Buildings �+ GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, ONLY TO THE WORK PRODUCT OF IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING SECONDARY ELEVATION AT 1 VP AND DESIGN AND PERFORMANCE DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND 3200 Players Club Circle Memphis TN 38126 JAMB AND HEADER CONNECTIONS. REQUIREMENTS SPECIFIED BY VP. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR THE VP ENGINEERS SEAL DOES ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN BUILDER JOBNO 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL NOT APPLY To THE PERFORMANCE APPROVAL OF VP BUILDINGS. REV DATE BY DESCRIPTION Casco General Contractors 09-7858 SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL OR DESIGN OF ANY OTHER PRODUCT THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY t.•. CUSTOMER Mike Lynch DATE R COMPONENT FURNISHED BY VP ORESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP AND ROOF SHEETS. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT LOCATION 4/2/2009 EXCEPT TO ANY DESIGN OR PER— IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS Zephyrhills, Florida W DINGS PRIOR AUTHORIZATION IS PROHIBITED. FORMANCE REQUIREMENTS DRAWING, DETAILS REFERENCED IN THIS DRAWING, EN DRAWNICHECK SPECIFIED BY VP. ALL APPLICABLE VP ERECTION GUIDES, PROJECT Wheelblast FCJ AND INDUSTRY STANDARDS PERTAINING TO PROPER an A BlueSco a Steel Com ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BUILDERS PO# P P y PAGE BRACING. NTS 1162 VPC VERSION: 7.1 f 15 4/21 /2009 9:29:20 r"`""" Mike Lynch canopy3.VPC a aivrsion or diuescope tiunaings Norm America, inc. :Part Mark Key Secondary Part Schedule 1 J2 Mark Part Thick. Depth Lap 2 H2 G64 40G2702417 0.0590 8 1/2" 1'-0" 3 G91 G69 02C2411417 0.0590 8 1/2" 4 G92 G70 30G2601017 0.0590 8 1/2" 1'-0" G74 01C2411417 0.0590 8 1/2" G77 01C2411415 0.0730 8 1/2" G89 03G1100217 0.0590 8 1/2" G90 03G2511414 0.0820 8 1/2" G91 03GO200217 0.0590 8 1/2" G92 01G0403217 0.0590 8 1!2" G93 03G1002417 0.0590 8 1/2" H2 DHC0304417 0.0590 8 1/2" J2 001J0701417 0.0590 8 1/2" J23 002J1108617 0.0590 8 1/2" 10'-9 3/4" 1. 3/4" 6 19'-9 3/4" 1.10'-9 3/4" 1. 10'-9 3/4" 4'-0" 25'-Ott � 25'-0" --- - - 25'-0" 25'-0" 25'-0" 25'-0" 24'-0 7 1'-9 3/4" 6 3'-4 1/2" 5 3'-0" 4 3'-11 1/2" 3 3'-5 1/4" 2 4'-0" 1 1'-0" L1 Dimension Key 1. UNLESS NOTED, USE 1/2 X 1 1/2 A-325 SNUG TIGHTENED BOLTS FOR GIRT LAP, GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS. 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP. 00'-Olt SECONDARY ELEVATION AT A Name = 100 X 200, 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. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. 3200 Players Club Circle Memphis TN 38125 REV DATE BY DESCRIPTION ,I � // - I -- -"' 744-,j W. Truxton P.E. No. 57109 rZl �� VP Buildings, Inc. 1140 West Mountain SUW Kernemvi0e, HC 27264 PERMIT SET- For Building Dept. Approval SECONDARY ELEVATION AT A Canco General Contractors CUSTOMER Mike Lynch 1 1 1"""" Zephyrhills, Florida I NTS 4/21/2009 9:29:21 PROJECT Wheelblast BUILDERS PO# 1162 JUDNV 09-7858 DATE WARCO DINGS 4/2/2009 EN DRAWN/CHECK FCJ A BlueScope Steel Company PAGE VPC VERSION: 7.1 f 16 FILENAME: Mike Lynch canopy3.VPC a division of BlueScope Buildings North America, Inc. 8'-6" 1. 20'-0" 1. 23'-0" 1 2'--4 3/4" Dimension Key 1. UNLESS NOTED, USE 1/2 X 1 1/2 A-325 SNUG TIGHTENED BOLTS FOR GIRT LAP, THE VP ENGINEER'S SEAL APPLIES GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, ONLY TO THE WORK PRODUCT of VP AND DESIGN AND PERFORMANCE JAMB AND HEADER CONNECTIONS. REQUIREMENTS SPECIFIED BY VP. 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL OR DESIGN OF ANY OTHER PRODUCT AND ROOF SHEETS. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER - PRIOR AUTHORIZATION IS PROHIBITED. FORMANCE REQUIREMENTS SPECIFIED BY VP. 00'-0" SECONDARY ELEVATION AT 9 Shape Name =100 X 200, 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. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. 18'-6" f�/b Thomas W. Truxt n P.E. No. 57109 YP Buildings, Inc. 1140 West Mountain Street Kernersville, NC 27M PERMIT SET- For Building Dept. Approval VP Buildings SECONDARY ELEVATION AT 9 3200 Players Club Circle Memphis TN 38126 REV DATE BY DESCRIPTION BUILDER Canco General Contractors JOBNO 09-7858 CUSTOMER Mike Lynch DATE VP BUILDINGS 4/2/2009 LOCATION Zephyrhills, Florida DRAWN/CHECK FCJ VARCO PRUDEN A BlueScope Steel Company PROJECT Wheeiblast BUILDERS PO# PAGE NTS 1162 VPC VERSION: 7.1 f 17 4/21/2009 9:29.22 FILENAME: Mike Lynch canopy3.VPC a division of BlueScope Buildings North America, Inc. )Part Mark Key Secondary Part Schedule 1 J2 Mark Part Thick. Depth Lap 2 H2 G64 40G2702417 0.0590 8 1/2" 1'-0" 3 G91 G69 02C2411417 0.0590 8 1/2" 4 G92 G70 30G2601017 0.0590 8 1/2" 1'-0" G74 OIC2411417 0.0590 8 1/2" G77 01C2411415 0.0730 8 1/2" G89 03G1100217 0.0590 8 1/2" G90 03G2511414 0.0820 8 1/2" G91 03GO200217 0.0590 8 1/2" G92 01G0403217 0.0590 8 1/2" G93 03G1002417 0.0590 8 1/2" H2 DHC0304417 0.0590 8 1/2" J2 001J0701417 0.0590 8 1/2" J24 003J1108617 0.0590 8 1/2" Ln a rn r M N 7 1'-9 3/4" 6 3'-4 1/2" 5 3'-0" 4 3'-11 1/2" 3 3'-5 1/4" 2 4'-0" 1 1'-0" U Dimension Key 10'-9 3/4"�10'-9 3/4" 4'-0" �251-0" 25'-0" 1. UNLESS NOTED, USE 1/2 X 1 1/2 A-325 SNUG TIGHTENED BOLTS FOR GIRT LAP, GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS. 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP. 6 19'-9 3/9" 1. 10'-9 3/4"-1.— i 1 10'-9 3/4" 5'-0" 25'-0" 25'-0" �25'`-0"24'-0 00'-0 SECONDARY ELEVATION AT F Shape Name =100 X 200, Wall = 4 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. P.E. No. 57109 4 P/0' VP Buildings, NBC. 1 1140 West Mountain Sh III Kemersvift NC 2M4 PERMIT SET- For Building Dept. Approval VP Buildings SECONDARY ELEVATION AT F 3200 Players Club Circle Memphis TN 38126 REV DATE BY DESCRIPTION BUILDER Canco General Contractors JOBNO VP BUILDINGS VARCO PRUDEN A BlueScope Steel Company 09-7858 CUSTOMER Mike Lynch DATE 4/2/2009 LOCATION Zephyrhills, Florida DRAWNICHECK FCJ PROJECT Wheelblast BUILDERS PO# PAGE NTS 1162 VPC VERSION: 7.1 f 18 1412112009 9:29.23 FILENAME: Mike Lynch canopy3.VPCi a division of BlueScope Buildings North America, Inc. Covering Schedule Id Qty Length #11 67 26'-8 7/8" #12 67 22'-10" #13 67 3'-4" #14 67 26'-8 7/8" #15 67 22'-10" Oper. Code:l=SQ,SQ Oper. Code:3=SQ,T Fir_ish: G=Galval Color:TD=Standard Color Insulation Sche( Id Qty Type BL .4 1 IC BLK 33 IC BLK3 1 IC BLK4 33 IC Starter W dth= Location Outsi4 Direction =Acro: Type:IC=F bergl. Facing:AV VR-R o- Em 0 o- Trim Schedule Type Gage OP Fin. Color Direction Id Parts Color Details PR 26 1 G TD Left to Right T1 BSI,GGCI,MCCI,PRF1 Cool Colonial Red RC38A1 PR 26 1 G TD Left to Right T2 BSI,GGCI,MCCI,PRF1 Cool Colonial Red RC38A1 PR 26 3 G TD Left to Right T3 RRC10,SPC10 Cool Colonial Red RC38C4 PR 26 1 G TD Left to Right PR 26 1 G TD Left to Right T T T T T T T T iule (Install in same direction as Covering) Start Run Last Run Thick. Facing - (Field Repair Fastener) (1 bags) #55308 #17-14xl" S.S. Roof Fastener U Dimension Key 1. PRE -DRILLING 1/8 DIAMETER HOLES FOR ROOF STRUCTURAL FASTENERS MAY BE REQUIRED AT 11 GAGE PURLINS, NESTED PURLINS, PURLIN LAP LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS 2. ROOF SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. PANELS SHOWN WITH A LENGTH LESS THAN 1-0, 5-0 FOR SSR, MAY HAVE TO BE FIELD CUT. 4. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP. 7)#1- LK4— 7)#1 (67)1 (67)1 —(3 (67); 00'-01, ROOF COVERING PLAN Shape Name = 100 X 200 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. PERMIT SET- For Building Dept. Approval W- Thomas W. Truxton ,4/4 dP.E. No. 57109 suc. 11140 WetMonnWn caret Kernersville, NC 27284 VP Buildings ROOF COVERING PLAN 3200 Players Club Circle Memphis TN 38125 REV DATE BY DESCRIPTION BUILDER Canco General Contractors JOBNO FVARCO 09-7858 CUSTOMER Mike Lynch DATE DINGS EN A BlueScope Steel Company 4/2/2009 LOCATION Zephyrhills, Florida DRAWNICHECK FCJ PROJECT Whealblast BUILDERS PO# PAGE NTS 1162 VPC VERSION: 7.1 f 19 4/21 /2009 9:29:24 rILhNAME` Mike Lynch eanopy3.VPC a division of BlueScope Buildings North America, Inc. 1 Covering Schedule Id Oty Type Start Length #6 17 PR 7'-9" #1 17 PR 7'-9" Oper. Code:l=SQ,SQ Finish:K=KXL Color:ZG=Zinc Gray 0 I m VO, Gage OP Fin. Color Increment Direction 26 1 K ZG 3" Left to Right From Peak 26 1 K ZG 3" Right to Left From Peak ei o ih � I N EI N F Trim Schedule Id Parts T1 (5) BA1, (10) FDT10 T2 CT20 T3 (7) RCHB15, (5) RKF20, RKF10 Color Details Match Wall Color EN52A1,RC00AI,WC0lA7,WC04A1 Match Wall Color WC20A1 Cool Colonial Red RC30B1 T3-50'-2 1/16"_--- ---- ----� --- - --- ------ — - — - T3-50'-2 1/16" C C C t C L R C C t i C t t C L t C C C 01 O t I Of O I'/ I I O 1 0 01 O1 lD 1+1 O 1. t0 Cf O I I I I I I I I I I I I I I 1 I 1 I I I I (l7)#1 T1 1. PRE -DRILLING 1/8 DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS 2. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. PANELS SHOWN WITH A LENGTH LESS THAN 1-0, 5-0 FOR SSR, MAY HAVE TO BE FIELD CUT. 4. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP. 100'-01, COVERING ELEVATION AT 1 Shape Name = 100 X 200, Walt = 1 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. (17) # VP Buildings 3200 Play,Ors Club Circle Memphis TN 38126 ®m E® BY I DESCRIPTION NTS C t w M i I Ln N T 1 I I I wl '1 N F j4i�?/V omm W. Truxton loq P.E. No. 57109 /� VP Buildings, tlA& it 1140 West MpNk " qbwA Kwmmvft NC 2f194 PERMIT SET- For Building Dept. Approval COVERING ELEVATION AT 1 """ Canco General Contractors CUSTOMER Mike Lynch LOCATION Zephyrhills, Florida PROJECT Wheelblast BUILDERS PO# 1162 JOBNO 09-7858 DATE 2 VP BUILDINGS ]I 4/2/2009 VARCO PRUDEN DRAWNICHECK 112009 9:29:26 FILENAME: Mike Lvnch canoov3.VPC a division of BlueScope Buildings North America, Inc. Covering Schedule Id 0.ty Type Start Length #2 44 PR 6'-11 7/8" #3 21 PR 19'-1 7/8" #4 2 PR 18'-ll 3/8" Oper. Code:1=SQ,SQ Oper. Code:F=CR,SQ Finish:K=KXL Color:ZG=Zinc Gray 0 r- E+ Gage OP Fin. Color Direction 26 1 K ZG Left to Right 26 F K ZG Left to Right 26 1 K ZG Left to Right Trim Schedule Id Parts Color T1 DF10,JT07 Match Wall Color T2 DF05,HTS05 Match Wall Color T3 (6.9)BA1,(14)FDT10 Match Wall Color T4 JT12,RKC15 Match Wall Color T5 (2.6)BA1 Match Wall Color T6 DE1,DN1,(2)DS10,(4)DST1 Match Wall Color T7 CT10 Match Wall Color T8 (10) EG201, (20) PCA10A, (69) STR2 Cool Colonial Red T8 Details WC24A1 WC24A2 EN52A1,RC00AI,WC0lA7,WC04A1 EN52A1,RC00AI,WC0lDl,WC04A1 RC38F1 WC20Al RC03B1,RC04B1,RC32B1,RC39A2,RC61B6,WC04A1,WC11A1 T (8)#?. (16)#2 (12)#2 (8)#2 T3-24'-6" (4)#3 #4 T2 (4)#3 T3-49'-0" #4 (2)#3 T2.. T3-39'-6" 1 (10)#3 T2 T3-24'-6" / _ / #3 / / / / i N OP�n / [r E �� /� / O n % P E / i� / /0 H /i / / / E+ E �" �P % 5-11'-3 3/4" T5-11'-3 3/4" / // ' / / / T5-2'-3 3/9" / / / T5-9'-9 3/4"' /- / / i // / / / ' / ' T5-11'-3 __ - - 4- 3/4" __ L — LL t. T5-11'-3 L 3/4'• 4'-6" 11'-3 3/4" 3'-4 1/ZI'11'-3 3/4 1 I 1. PRE -DRILLING 118 DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS 2. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. PANELS SHOWN WITH A LENGTH LESS THAN 1-0, 5-0 FOR SSR, MAY HAVE TO BE FIELD CUT. 4. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP. 9'-0" '1 3 33'-4 1/44'-9 3/4" I I 00'-0" COVERING ELEVATION AT A Shape Name =100 X 200, 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. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. 9'-6" 11'-3 3/4" 3'-4 1/11'-3 3/4" 1.24'-6" I II VP Buildings 3200 Players Club Circle Memphis TN 38125 REV DATE BY DESCRIPTION NTS 4/21 /2009 9:29:27 4mas . -IT ru on P.E. No. 57109 VP 10 I �� 1 t40 West ildifiA Bugs. n Il Kernersvitfe, MC !M PERMIT SET- For Building Dept. Approval COVERING ELEVATION AT A BUILDER Canco General Contractors Mike Lynch Zephyrhills, Florida PROJECT Wheelblast BUILDERS PO# 1162 JOBNO 09-7868 DATE VP BUILDINGS 4/2/2009 DRAWN/CHECK FCJ VARCO PRUDEN A BlueScope Steel Company VPC VERSION: 7.1 f PAGE 21 FILENAME: Mike Lynch Canopy3.VPC a division of BlueScope Buildings North America, Inc. Covering Schedule Trim Schedule Id Qty 'Type Start Length Gage OP Fin. Color. Increment Direction Id Parts Color Details #5 17 PR 7'-9" 26 1 K ZG 3" Left to Right From Peak T1 (5) BA1, (10) FDT 10 Match Wall Color EN52A1,RCOOAI,WCOlA7,WC04A1 #7 17 PR 7'-9" 26 1 K ZG 3" Right to Left From Peak T2 CT20 Match Wall Color WC20A1 Oper. Code:1=SQ,SQ T3 (7)RCHB15,(5)RKF20,RKF10 Cool Colonial Red RC30Bl Finish:K=KXL T4 BSI,GGCI,MCCI,PRF1 Cool Colonial Red RC38A1 Color:ZG=Zinc Gray T5 RRCI0,SPC10 Cool Colonial Red RC38C4 T4 I I I I N it r> I N F-I 01 r-I N O /'• / / LO El T5 T3-50'-2 1�16- -- ``�� ~-- - --- ---� ---- - -._ —__T4 C C G e L OI f O F�D FD OF F t F F G C G C F � I 1 1 I I I I I 1 I I I I I t I I 1 I a N In n In ID ID l0 r r !` r r r n I` ID ID %D ID In In In In (17)#7 (17)#5 T1 1. PRE -DRILLING 118 DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS 2. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. PANELS SHOWN WITH A LENGTH LESS THAN 1-0, 5-0 FOR SSR, MAY HAVE TO BE FIELD CUT. 4. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP. 100'-01, COVERING ELEVATION AT 9 Name = 100 X 200, 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. THE GENERAL CONTRACTOR ANDIOR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. Thomas W. Truxton P.E. No. 57109 ''L►(�� VP Buildings, Inc. 1140 West Mountain Street Kernersvile, NC 27284 PERMIT SET- For Building Dept. Approval VP Buildings COVERING ELEVATION AT 9 3200 Playors Club Circle Memphis TN 38125 REV DATE BY DESCRIPTION BUILDER JOBNO Canco General Contractors 09-7858 CUSTOMER Mike Lynch DATE LOCATION Zephyrhilis, Florida gRCO BUILDINGS 4/2/2009 PRUDEN DRAWNICHECK . • PROJECT Wheelblast FCJ BUILDERS PO# A BlueScope Steel Company pgGE NTS 1162 VPC VERSION: 7.1 f 22 4/21 /2009 9:29:29 Mr -NA L: Mike Lynch eanopy3.VPC a division of BlueScope Buildings North America, Inc. Covering Schedule Trim Schedule Id Qty Type Start Length Gage OP Fin. Color Direction Id Parts Color #8 44 PR 6'-11 7/8" 26 1 K ZG Left to Right T1 DF10,JT07 Match Wall Color #9 21 PR 19'-1 7/8" 26 F K ZG Left to Right T2 DF05,HTS05 Match Wall Color #10 2 PR 18'-11 3/8" 26 1 K ZG Left to Right T3 (6.9)BA1,(14)FDT10 Match Wall Color Oper. Code:1=SQ,SQ T4 JT12,RKC15 Match Wall Color Oper. Code:F=CR,SQ T5 (2.6)BAl Match Wall Color Finish:K=KXL T6 DE1,DN1, (2)DS10, (4)DST1 Match Wall Color Color:ZG=Zinc Gray T7 (10)EG201, (20)PCA10A, (69)STR2 Cool Colonial Red T T7 Details WC24A1 WC24A2 EN52A1,RC00AI,WC01A7,WC04A1 EN52A1,RC00AI,WC01DI,WC04A1 RC38F1 RC03B1,RC04B1,RC32B1,RC39A2,RC61B6,WC04A1,WC11A1 (8)#8 (16)#8 (12)#8 T3-24'-6" (4)#9 #10 (4)#9 T3-49'-0" #10 (2)#9 T3-39'-6" (10)#9 T3-24'-6" / / ' /i i / / / � / // #9 / / / % / j j/ / / O n / / T2. �" �X. 1 / / / /O n / / I �/ T2 N % / O P N ` T2 F - 0 ei, F E F / /� / �� / i i� / H ElF �/ / E. El ��. / S_ll'-3 3/4" - T5-1l'-3 3/4" / % j / T5-2`-3 3/4" T5-4'-9 3/4"/ L T5-11'-3 3/4" T5-11'-3 4'-6" 11'-3 3/4" 3'-9 1/+__ 11'-3 3/9 I 1. PRE -DRILLING 118 DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS MAY BE REQUIRED AT I GAGE GIRTS, NESTED GIRTS, GIRT LAP LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS 2. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. PANELS SHOWN WITH A LENGTH LESS THAN 1-0, 5-0 FOR SSR, MAY HAVE TO BE FIELD CUT. 4. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP. 9'-0" "13 33'-4 l/ 4'-9 3/4" 39'-6" I I II 00'-0" COVERING ELEVATION AT F Shape Name = 100 X 200, Wall = 4 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VP Buildings 3200 Players Club Circle Memphis TN 38126 REV I DATE I BY I DESCRIPTION NTS 4/21 /2009 9:29:30 l'-3 3/4" 3'-4 1/,L11'-3 3/4" � 24'-6 I II Thomas W. Truxton P.E. No. 57109 /yIl A VP Buildings,1w_ 1140 West Mountab SkM KernersviHo, NC 77204 PERMIT SET- For Building Dept. Approval COVERING ELEVATION AT F BUILDER Canco General Contractors Mike Lynch Zephyrhills, Florida PROJECT Wheelblast BUILDERS PO# 1162 JOBNO 09-7858 DATE RVPBUILDINGS 4/2/2009 VARCO PRUDEN DRAWN/CHECK FCJ A BlueScope Steel Company PAGE VPC VERSION: 7.1 f 23 FILENAME` Mike Lynch canopy3.VPC a division of BlueScope Buildings North America, Inc. WALL BRACE ROD ROD BRACING AT COL. BASE HILLSIDE WASHER " FLAT WASHER HEX NUT 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. 9 FRAME VARIES VARIES ROOF I� EY TSN EMBERMBER O 2 Ol 0 p " 0 OI FLANGE BRACE (FB-) OR (SFB-)P CLIP REQ'0 WITH THICK FLANGES * FLANGE BRACE MAY REQUIRE FIELD COPING AT FRAME WEB z U -C a in to z O z J w d In in m z STANDARD PURLIN -ENOWALL RAFTER WHEN SUPPORT CEE- SPLICE IS REQUIRED STANDARD PURLIN A' SUB PURLIN CEE SUPPORT - (TYPICAL) STANDARD PURLIN PANEL RIB ROOF PANEL MUST BE FASTENED TO SUB PURLINS WITH STRUCTURAL FASTENERS AT STANDARD LOCATIONS SSR/SLR ROOF PANEL MUST BE FASTENED TO SUB PURLINS WITH CLIPS AT STANDARD LOCATIONS LOCATIONS (4) 1/4-14 x 1 114 STRUCTURAL FASTENER (55307) TYPICAL CEE SUPPORT = L__) PURLIN OR SUB PURLIN SECTION 'A' STANDARD GIRT -CORNER POST WHEN SUPPORT CEE SPLZE IS REQUIRED STANDARD GIRT z a N 1n o 'A, SUB GIRT (� m CEE SUPPORT- w Q (TYPICAL) in STANDARD GIRT U, 0 _ FLANGE BRACE REQUIREMENTS: UJm a (4) 1/4-14 x 1 1/4" STRUCTURAL FASTENER m w m RULE#1- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. SUB PURLIN (55307) TYPICAL a rn SUB GIRT RULE#2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON a �' (—I � L CROSS SECTION IS NOT ACCOMPANICD BY (2). w w RULE#3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB V) in WHEN PART MARK IS ACCOMPANIED BY (2). EAVE PURLIN _ - RULE#4- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE CENTER OF THE BUILDING. �i L g RULE#5- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME SUB JAMB IOCATION SUB JAMB LOCATION SIDE OF THE FRAME WEB. PER DESIGN PER DESIGN BR02A1 TYPICAL FLANGE BRACE CONNECTIONS BR06BD CORNER ZONE BRACING BR09HF CORNER ZONE BRACING 3—PLATE OR GAGE CONTINUOUS PURUN LAP SHOWN, CONTINOUS GIRT AND SIMPLE PURLIN AND GIRT SIMILAR. ROOF PLAN VIEW (CEE SUPPORT) WALL PLAN VIEW (CEE SUPPORT) 8R02A1V4 R 11/15/2005 BR0880V7 R ./10/2005 BRO9HFV1 D8/07/2006 BRI0DSV1 DS/07/2008 WALL PANEL MUST BE FASTENED TO SUB GIRTS WITH STRUCTURAL FASTENERS AT STANDARD LOCATIONS (4) 1/4-14 x 1 1, STRUCTURAL FASTEN (55307) TYPICAL GIRT OR SUB GIRT 1--CEE SUPPORT L' SECTION 'A' �4) 1�4-14 x 1 1/4" TRU URAL FASTENER (55307) TYPICAL EQ. Y EQ. v NOTE: ALL BOLTS TO BE 1/2" X 1 1/2' A325 BOLTS (49080) (U.N.O.) PURLIN. !�1/2" X 1 1/2" A325 BOLTS (49080) WITH HARDENED WASHER EACH SIDE (TYP AT PURLIN END OF BRACE) FLANGE BRACE (FB- OR SFB-) DIAMETER v CdNCRETE ANCHORS r a (NBVP) o ENDPOST RAKE SUB JAMB BEAM LOCATION SECTION 'B' BR10D6 ENDPOST TOP BETWEEN PURLINS NO CAP CHANNEL — BRACED TO PURLINS ONLY BR25C7 B/23/200C it COUPLING NUT MANUFACSELF DRILLING FASTENER OR BOLT SUPPORTTBEAMS FRAMES OR /, 1'-0'' " FINGER SHIM AS RODS THAT REQ. SHOP SPLICE AT CENTERLINE OF PURLIN OR HIGHER. 4 1/2 3 4 1/2 REQUIRED ARE TO BE SPIJCED BY USING FIELD DRILL HOLES. I I I ONE OF THE Mtnoos snowN. 3" MAX. GAGE I 1 TYPICAL BOLTING FULL PEN WELD SPLICE COUPLING NUT SPLICE ROD HANGER OR UNISTRUT A5 NEEDED. TN I PLATES, FACADE ANGLE CLIP, BOLTS, UNISTRUTS, ROD HANGER (MIN. 1/2" A307 BOLTS :CN4 I OR CANOPY A ® 4" MIN. PITCH) IICONNECTIONS "SHOP SPLICE DETAILS" ND CLAMPS BY BUILDER. 1 I I SHIM1 HILLSIDE WASHER FLAT PURLIN WASHER, HEX HEAD. NUT REO'D, EACH END ROD LENGTH (AS SHOWN ON ERECTION DRAWINGS) 3/16""2" MIN. �� RA ROD FIRE SPRINKLER HANGER SYSTEM MUST ® THREAD BOTH ENDS BE CAPABLE OF RESISTING 250 LBS. PLUS �i� WITHOUT TURNBUCKLE WEIGHT OF WATER FILLED PIPE PER CODE FLAT SHIM AS OTHER SUSPENDED LOADS EXCEEDING 100 CLIPS, PLATES OR BOLTS REQUIRED ROD LBS, MUST BE SUSPENDED SIMILAR TO THIS ARE BY BUILDER BETWEEN BOLTS HILLSIDE WASHER, FLAT PAD D PAD 1/2" OR LESS 7 DETAIL. DO NOT CLAMP TO BOTTOM FLANGES. CONTRACTOR'S NOTE: WASHER, HEX HEAD. NUT ROD TURNBUCKLE IREWD. EACH ENO64- PAD SPACE FIELD DRILL OR FIELD WELD SUSPENSION ANGLES OR PLATES. ALLOWABLE LOAD = 1 KIP PER PAIR OF BOLTS 1-000NTRACTOR'S NOTE: ANY LOADS OVER 400 LBS. APPLIED TO MANUFACTURER'S = 1.4 KIPS PER INCH OF WELD WITHOUT INSPECTIONg' 'P T = 2.8 KIPS PER INCH OF WELD WITH INSPECTION NCTE: FIELD CUT SHIMS TO a" 4" 2'-0' MEMBERS SUCH AS HVAC, LIGHTING, DUCTING, PIPE SUPPORTS ETC. MUST BE ADD PAIRS OF BOLTS OR INCHES OF WELD TO RESIST DESIRED DESIRED DIMENSIONS TO LATERALLY BRACED TO THE MAIN BUILDING'S LATERAL LOAD RESISTING ELEMENTS SHIM2] ROD LENGTH ROD LENGTH (PURLIN BRACING STRUTS OR PRIMARY FRAMES) AS REQUIRED BY CODE CONCENTRATED LOAD. LOADS LESS THAN 5a0 LBS MAY BE SUSPENDED ACHIEVE DESIRED RESULTS „ A5 SHOWN ON ERECTION DRAWINGS) (AS C:iOWN ON ERECTION DRAWINGS) FOR SEISMIC LOADS. BRACING MUST BE PROVIDED AND INSTALLED BY CONTRACTOR USING CLAMPS. (1 1/2 FROM EDGE OF FIANGE). SHIMS ARE MADE RC RJ RODS RD RK ROD AND MUST RESIST LATERAL LOADS EQUAL TO THE WEIGHT OF THE SUSPENDED CONCENTRATED LOADS SHALL NOT EXCEED USER DEFINED COLLATERAL \ FROM .059 MATERIAL. ROD PADS 1 END ROD PAD BOTH ENDS UNIT OR AS REQUIRED BY CODE, WHICHEVER IS LESS. LOADING INDICATED ON THE PURCHASE ORDER AND IN MFG S. CALCULATIONS. SUSPENDED LOADS EN10A1 SUSPENDED LOADS ENlOA21 STANDARD SHIM PROCEDURE EN20AII ROD BRACE ASSEMBLY DRAWING FROM PURLINS - 100 LB. LOADS OR GREATER__J___] FROM STRUCTURAL BEAMS TYPICAL AT ANY BOLTED CONNECTION EN10A1V4 R 08/11/2C08 EN10A2V2 R 08/11/2009 EN20A1V2 R D15/31/98 EN30A1VS R 05/15/2006 PR WALL PANEL MARK NO.: W F F I I E G G 0 C C C F= FEET LENGTH CODE I = INCHES PR ROOF PANEL MARK NO.: R F F I I E G G 0 C C C E= EIGHTHS LENGTH CODE 2 1 /2- 2 1 �2" PR RIDGE PANEL MARK NO.: P F F I I E G G 0 C C C G = GAGE 0 = OPERATIDN LENGTH CODE C = FIN/COLOR 36" COVERAGE 12" TYP. 1 r SMOOTH 1 1 3/16" -fYP'I I-_ / EXTERIOR J SURFACE _JT_ 2 31/32 TYP. "_,I BEARING EDGE 1 PANEL RIB ROOF AND WALL PANEL (PR) RPR WALL PANEL MARK NO.: R R F F I I E G G 0 C C C LENGTH CODE 36" COVERAGE 12' 1„ TYP. TYP. 2 31 /32- TYP. RPR WALL PANEL PR ROOF & PR/RPR WALL PANELS EN52A1V3 R 05/31/2005 EXTERIOR I 1 3/16" SURFACE 50` LIP N 00 EN52A1 8 1/2 GIRTS ,/ PURLINS EN53A1V1 D9/01/2001 MAY BE STRAIGHT OR TAPERED MEMBER 1. STANDARD ERECTION DETAILS (SED) SUPERSEDE SIMI'AR DETAILS 3/16" FOUND IN THE ERECTION GUIDES. REFER TO THE ERECTION TAPE I GUIDES FOR OTHER DETAILS, INSTALLATION PROCEDURES AND CONT. ACCESSORIES NOT DESCRIBED IN THE SED'S. 2. ALL PANEL AND TRIM SURFACES MUST BE FREE OF DIRT AND OIL AT MASTIC AND SEALANT LOCATIONS. EN53A1I I NOTES RCOGAIVI 4/19/2005 THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP. LOWER ROOF SHEET RCOOA1 PANEL RIB ROOF PANEL ENDLAP RCO2B1V5 R 3/9/2001 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. F = FEET G = GAGE I = INCHES O = OPERATION E = EIGHTHS C = FIN/COLOR PANEL/COVERING W 1 3 1 1 7 2 6 1 K T D w F F I I E G G O C C C LENGTH CODE INSULATION I B 1 3 0 1 0 3 6 0 3 0 W V x)K F F F I I I I I I E C C LENGTH WIDTH THK CODE SECONDARY (STANDARD) 0 t G 1 9 1 1 4 1 7 a F F I I E G G LENGTH CODE SEC❑NDARY (SPECIAL) 0 0 1 G 1 9 1 1 4 1 7 1� F F I I E G G LENGTH EODE ROD BPACING 0 3 R A 2 5 1 0 I E A 9 F F I I DIA LENGTH EN30A1III MARK NUMBER KEY UPPER ROOF SHEET IN NOTE: ALL BOLTS TO BE 1/2" X 1 1/2" A325 PURLIN­,,BOLTS (49080) (U.N.O.) ' 1/2" X 1 1/2" A325 BOLTS (49080) WITH HARDENED WASHER EACH SIDE (TYP AT PURLIN END OF BRACE) FLANGE BRACE (FB- OR SFB-) e F loll II n® e. °il®I,, ENDPOST--1'*"BEAKM BR25C71 11 ENDPOST TOP BETWEEN PURLINS IBR25C9 CX1Ic)K)K = COLUMN ( PLATE) CGXXXX = COLUMN 'GAGE) WCXXXX = COLUMN (HOTROLL) RBXaae = RAFTER (PLATE) BGXa)Ka = RAFTER (GAGE) WRX)Kaa = RAFTER (HOTROLL) TRXw*x = TRUSS RAFTER ICXww�- = INTERIOR COLUMN PCXaaw = PIPE COLUMN TCXaax = TUBE COLUMN EPXwww = ENDPOST (PLATE) EGXwww = ENDPOST (GAGE) C1IX)0K)K = CANOPY ( PLATE) DCCBXxxx = CANOPY (GAGE) CBXwaw = PIGGYBACK CANOPY NO CAP CHANNEL — BRACED TO PURI-INS ONLY OR25C9 6/23/2008 T ;millimeters) CATEGORY 1R1B3 Di --SIMPLE INTERIOR 02=SIMPLE P END BAY BAY NUMBER 03=SIMPLE 6' END BAY ROOF/WALL NUMBER IL4=END HOLE ONLY BUILDING SHAPE D5=INSET NOTCH THE BAY/BUNDLE CODE LL=NO HOLES IDENTIFIES THE BUILDING ROOF/WALL PLANE AND BAY 6° 1' INTERIOR LAP END BAY END BAY BAY MEMBER DEPTHS 1'-0' 20 30 40 6 1/2', 8 1/2' 1' -6` 21 31 41 6 1 /2' , 8 1/2' 2' -0` 22 32 42 6 1/2', 8 1/2', 11 112' � ' -0` 24 34 44 6 1./2', 8 t/2' , 11 1/2' 4'-0' 26 36 46 6 1/2', 8 1/2', 11 1/2' EN50A1 N SECONDARY PUNCH PATTERNS EN51A1 COMMON GENERATED MARK NUMBERS EN50A1V5 R 11/04/2005 3/16" x 1 /4" TAPE MASTIC 1 /4-14 x 7/8" ROOF CONT. (8039D)—\ STITCH FSNR ANTI -CAPILLARY BEAD —� PURLIN BEARING EDGE 12-14 X 1 1/4" ROOF STRUCT FSNR RCO261 I PANEL RIB ROOF PANEL SIDELAP RC0381V7 R 09/22/2005 VP Buildings 3200 Players Club Circle Memphis TN 38125 REV DATE BY DESCRIPTION NTS SEE RC04B1 FOR STD PATTERN SEE RC04B FOR UL90 PATTERN SEE RC04B2 FOR ICE DAMMING PATTERN RC03B1 COMMON GENERATED MARK NUMBERS EN51A1V2 R 03/15/2005 PERMIT SET- For Building Dept. Approval BUILDING SED'S BUILDER Canco General Contractors JOBNO 09-7858 CUSTOMER Mike Lynch DATE DINGS FVARCO 4/2/2009 LOCATION Zephyrhills, Florida DRAWN/CHECK EN PROJECT Wheelblast A BlueScope Steel Company FCJ BUILDERS PO# PAGE 1162 VPC VERSION: 7.1 f 24 4/21/2009 9:30:43 """""" Mike Lynch canopy3.VPC a arv,sion or tnueocope nunamgs rvoRn vmenca, inc. 1'-0" 1'-0" 1'-0" FACE OF 12-14 X 1 1/4" ROOF RAKE FASCIA WALL PANEL STRUCT FSNR 0 1'-0" D.C. PANEL RIB INSIDE E 1 1/4" (RKF-) CLOSURE FACE OF 1/4-14 x 7/8" ROOF 3/16" x 1/4" TAPE MASTIC WALL PANEL STITCH FSNR CONT. (80390) �� �� 3/16 x 1/4" TAPE 1 PER PURLIN BOTTOM OF MASTIC (80390) ROOF SHEET BOTH OF 12-14 x 1 1 /4" ROOF &" CLOSUREDES 1 1 /4" STRUCT FSNR 2 PER FOOT — 1 4 " 2 1 /4-14 x 7/8" ROOF ENL)LAP &RIDGE CAP a STITCH FSNR _ " 1 PER PURLIN AND oZ STRUCT FSNR1(55307) F0 1 PER SPACING 1 PER PURLIN () W.P. 12-14 x 1 1/4" OF �$ 12-14 x 1 1/4" r Ire STRUCT FSNR W WALL STRUCT FSNR 1 PER FOOT �� (2) PER FOOT ®PANEL RIB 111=5z (1) PER FOOT ® VR OR RPR x 7/8" ROOF INTERMEDIATE PURLIN RAKE CHANNtL STITCH FSNR STITCH ov ) @ 6 1/2" PURLINS 1 PER PURLIN AND U. �RCHA W RCHB__) 0 8 1/2" PURLINS 1 PER SPACING (RCHC--) 0 11 1/2" PURLINS 12-14 x 1 1/4" ROOF EAVE GUTTER STRUCT FSNR 1/4-14 x 7/8" (EG-) 2 PER FOOT WALL STITCH FSNR DO NOT FASTEN 1 /4-14 x 7/8" BUILDING EAVE a 1'-0" O.C. PURLIN MUST BE ROOF STITCH FSNR PANEL SIDELAP OUTSIDE CLOSURE FREE TO ROLL 1 PER STRAP PANEL RIB (80140) PR / VR AND 1 PER FOOT VEE RIB (80362) WALL PANEL RPR (80130) OUTSIDE CLOSURE PANEL RIB (80140) '--VEE RIB (80362) RPR (80130) �- 1/4-14 x 7/8" WALL STITCH FSNR V-0" O.C. PANEL CLOSURE ANGLE (PCA-) WALL PANEL 3/16" TAPE N CO NT. LOWER ROOF SHEET PANEL RIB ROOF FSNR PATTERNS RC04B1 PANEL RIB ROOF RAKE TRIM RC30131 PANEL RIB W1 EAVE GUTTER RC32B1 PANEL RIB ROOF STANDARD ALL PURLINS AT PR, VR OR RPR WALL THRU 2:12 PR, VR OR RPR WALL RIDGE CAP ENDLAP RC04B1V4 R C--,'26/2004 RC30131V11 R 05/31/2005 RC3281V6 R 05/31/2005 RC34B1V4 R 02/15/2001 RC38F1V4 R 03/05/2004 PURLIN CLIP (PG1 ® 6 1/2") BOLTED (EPC2 @ 6 1/2' WELDED (EPC3 0 8 1/2") WELDED HAUNCH MEMBER STAN DAR D LOW EAVE PURLIN JCP052050 JCP052050 1 /4-14 x 7/8" ROOF STITCH FSNR 1 PER STRAP-\ (STR2) GUTTER STRAP UNDER ROOF PANE 3'-O" O.C. EAVE GUTTER (EG-) ' PANEL RIB GUTTER STRAP ATTAC H M ENT RC39A2V2 R 02/07/2008 SEE RC39A2 FOR GUTTER STRAP 12-14 x 1 1/4" ATTACHMENT LAPBOLTSMUST BE INSTALLED 0 L7S ROOF STRUCT FSNR IN THE OUTERMOST SET OF HOLES 1 PER STRAP GOP- RIES 1 1�� VP GUTTER STRAP (STR2) OR (STR3) F� OR �' ,3 PRIES 2 ' �I k 80�15 3' OR PURLIN CLIP (EPC2 @ 5 1/2") WELDED (PG1 0 6 1/2") BOLTED (EPC3 0 8 1/2") 3/16" x 7/8" TAPE MASTIC (80349) ON TOP OF GUTTER STRAP 0 � �6 �6fl 3/4" GAP r r ANEL RIB AP SHEET RIDGE PURLIN RAKE FASCIA (RKF-) -\ PANEL RIB FILLER (PRF1) FASTEN IN PLACE W/ 4 POP RIVETS -------- PLASTIC CORNER CAP (PCC1) OR METAL CORNER CAP (MCC1) CUT AWAY SHADED AREA 45' BIRD STOP (BS1) FASTEN IN PLACE W/ 4 POP RIVETS GUTTER CLOSURE (GGC-) FASTEN IN PLACE W/ 10 POP RIVETS SEAL INSIDE PERIMETER OF CLOSURE W/ BRONZE TUBE SEALANT (80507) RAKE FASCIA (RKF-) —� RAKE FASCI ". TO LAP UNDER PEAK CAP MIN 3" ATTACH (SPC-) TO (RKF-) W/ 6 POP RIVETS —� 1» METAL PEAK LAVE GUTTER (EG-) CAP (SPC-) NOTCH DETAIL A -A. RC34B1 EAVE GUTTER CORNER ASSEMBLY" RC38A1 RAKE FASCIA ALL SYSTEMS METAL PEAK CAP ATTACHMENT (P—RIB ROOF) RC38A1V4 R 11/15/2004 RMW05 R D2/08/2006 INOTE: NO CLIP REQ'D UNLESS NOTED NOTE: NO CLIP REWD UNLESS NOTED ON FRAME CROSS SECTION. 11ON FRAME CROSS SECTION, APPLY 3/16" x 1 /4' TAPE MASTIC (80390) UNDER RIB CAP RAKE RIB CAP (RRC-) Z, APPLY 3/16" X 1/4" TAPE MASTC (80390) UNDER THIS EDGE OF PEAK CAP 12-14 X 1 1/4" ROOF STRUCT. FSNR (6) PER PEAK CAP PG1 CLIP (BOLTED) GC1 CLIP (WELDED) REFER TO CROSS SECTION ENDBAY ROOF PURLIN ® I II ® PG1 CLIP (BOLTED) E GC1 CLIP (WELDED) REFER TO CROSS SECTION 0 / t EAVE PANEL CLOSURE GUTTER ANGLE (PCA-) C38C4 ENDBAY ROOF PURLIN 'ED) )ED) S SECTION. FLANGE BRACE �o c, RAKE BEAM oJ� � P\��5 RAKE BEAM -� FIELD FABRICATE (FB-) OR (SFB-) RYPLATEBE GAGE \�o;;� MAY BE GAGE GUTTER JOINT COVER NOTE: NO CLIP REQ'D UNLESS NOTED OR PLATE ION FRAME CROSS SECTION. RC39A2 PR EAVE GUTTER EXPANSION JOINT RC61136 PURLIN CONN. AT INTERIOR FRAME RS01A1 PURLIN CONN. TO END FRAME __j702A1 PURLIN CONN. TO END FRAME IRS02A3 FOR BUILDING OVER 160' IN LENGTH 6 1/2" OR 8 1/2" CONTINUOUS PURLINS 6 1/2" OR 8 1/27' CONT. RCB196V3 R 02/07/20D8 RS01AW11 R 09/29/2005 RS02A1V9 R 11/27/2006 CBA1 BG- OR PG- CBA1 BG1, BG2 OR BG3 STANDARD LOW EAVE PURLIN 1/4-14 x 7/8" WALL STITCH RAKE BEAM 1,0 V v c,. FRAME 1� 6 WELDED LOW EAVE PURLIN (INT. FRAME) RSIIA11 WELDED LOW EAVE PURLIN 6 1/2" OR 8 1/2" PURLINS (O,S. GIRTS) P & B END FRAME (6 1/ 2" OR 8 1/2" PURLIN) RS11A1V11 R 08/24/2006 RS11A2VB R 09/11/2005 PR, VR OR RPR WALL —� INSIDE CLOSURE -� PANEL RIB (80130) VEE RIB (80360) RPR PANEL (80140) NOTE: A CONC, FSNR. MUST BE LOCATED LESS THAN 6" FROM EACH END OF THE BASE MEMBER. 3/16" x 1/4" TAPE MASTIC (80390) 12-14 x 1 1/4" WALL STRUCT FSNR 2 PER FOOT ® PANEL RIB 1 PER FOOT ® VR OR RPR BASE ANGLE (BA1) SHOWN, MAY BE BASE GIRT (BG1, BG2, OR BG OR CONCEALED BASE (CBA) TOP OF WALL BASE TRIM _/ I I (FDT-) CONCRETE FASTENER 24" O.C. (BY BUILDER) RS11A2 BASE OF WALL ATTACHMENT PR, VR OR RPR AT TOP OF MASONRY WALL WC01A7V3 R 08/11/2009 THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP. CRIMPED BASE PANEL RIB WALL 12-14 x 1 1/4" WALL STRUCT FSNR 2 PER FOOT—\ N NOTE: A CONC. FSNR. MUST BE LOCATED LESS THAN 6" FROM EACH END OF THE BASE MEMBER. BASE ANGLE (BA1) SHOWN, MAY BE BASE GIRT (BG1, BG2, OR BG3), OR CONCEALED BASE (CBA) FINISH FLOOR OR TOP OF CURB WALL �- CDNCRETE FASTENER 24" D.C. (BY BUILDER) C01 A7 BASE OF WALL ATTACHMENT CRIMPED BASE PANEL RIB WALL WC01131V4 R 08/11/20DB THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. FSNR. 1 PER SUPPORT EAVE OR AND 1 PER GIRT SPACE RAKE MEMBER 2 FSNRS REQ'D WHEN SPACE EXCEEDS 6'-0" 12-14 x 1 WALL STRUC' FSNR. 2 PER FOOT 12-14 x 1 WALL STRUC FSN R. 2 PER F001 INTERMEDIATE WALL GIRT 12-14 x 1 1/4" WALL STRUCT FSNR. 1 PER FOOT AT INT GIRTS BASE MEMBER W C 0 1 Dl: PANEL RIB WALL WC04A1 FASTENER PATTERNS WC04A1V5 R 03/23/2004 -= PERMIT SET- For Building Dept. Approval VP Buildings BUILDING SED'S 3200 Players C;ub Circle Memphis TN 38125 REV DATE BY DESCRIPTION BUILDER auorvv Canco General Contractors 09-7858 CUSTOMER Mike Lynch DATE LOCATION 4/2/2009 Zephyrhilis, Florida VP BUILDINGS PROJECT VARCO PRUDEN DRAWN/CHECK Wheelblast FCJ A BlueScope Steel Company PAGE NTS BUILDERS PO# 1162 VPC VERSION: 7.1 f 25 6 1/2" OR 8 1/2" SIMPLE PURLINS RS02A3V6 R 11/27/2006 4/21/2009 9:30:44 rlLLIWAL: Mike Lynch canopy3.VPC a division of BlueScope Buildings North America, Inc. FACE OF WALL PANEL 1/2" CLEARANCE BETWEEN ROOF AND WALL PANEL W.P. AT OUTSIDE FACE OF WALL PANELI 12-14 x 1 1/4"—� WALL STRUCT FSNR. 2 PER FOOT 0 PANEL RIB 1 PER FOOT 0 VR & RPR PR, VR OR RPR WALL PANEL BOTTOM OF ROOF SHEET 8 1/2" OR 6 1/2" STANDARD EAVE PURLIN 1/4-14 �. WALL ST FSNR, 1'-0" 0 ti' I Y 0 � J 40 CrJ7ft7 11 1/2" PURLIN DETAIL OUTSIDE FLASHIN PR, VR & RPR WALL AT EAVE WC11A1 OUTSIDE CORNER TRIM STANDARD SAVE PURLIN PANEL RIB WALL WC1IME R 07/31/2007 W620A1V5 R 02/21/2005 FIELD LOCATE AND DRILL FIELD LOCATE AND DRILL (2) (2) 9/16" DIA. HOLES IN 9/16" DIA HOLES IN GIRT FOR RAFTER FOR BOLTS (GC17) GIRT CLIP 6 1/2' OR 8 1/2- OUTSET EW GIRT �. RAKE BEAM RAKE BEAM vvr.au vn\r ZEE GIRT SHOWN CEE GIRT SIMILAR GIRT CLIP GC17_ — PANEL RIB WALL 12-14 x WALL STRL FSNR, 1'-0" O.C. r%^^n rl AOI IIAI/+ WC20A1 JAMB TRIM AT OVERHEAD DOOR PANEL RIB WALL WC24A1V4 R 03/23/2004 GIRT CLIP (GC5) MAY BE SHOP WELDED (GC2) 8 1/2" INSET SW GIRT 1/4-14 x 1 1/4" STRUCT FSNR (55307) 3 PER ANGLE GIRT FILLER ` ANGLE (GFA-) NOTE: FIELD NOTCH 8 1/2" ENDWALL GIRT FLANGE WHEN CORNER COLUMN FLANGE WCTH EXCEEDS 7" 6 1/2' OR 8 1/2' ZEE GIRT 3" 2 3/4„ 3 3/4" SECTION A —A GARI_F GIRT CONN. TO RAKE BEAM WS�4A2I GIRT CONN. AT CORNER COLUMN WS12E2 JAMB TO GIRT 16 1/2" & 8 1/2" OUTSET GIRTS MUM R 07/19/2007 ANY OUTSET GIRT AT EW, 8 1/2" INSET GIRT AT SW 8 1/2" JAMB, ANY ZEE GIRT WS12E7VO R 02/12/2008 WS20A2V7 R 06/06/2005 THE VP ENGINEER'S SEAL APPLIES ONLY 10 THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP. SECTIC 4NEL RIB ALL PANEL 17.-14 x WALL STRL FSNR. 1'-0" U.0 JAMB TRIM (JT-) PANEL RIB ru.l I n.url u VVI\ I IL.!'1V LI\ WC24A1 WALL TRIM AT DOOR HEAD OVERHEAD DOOR OPENING WC24A2V5 R 09/06/2005 FIELD LOCATE AND DRILL (2) 9/16" DIAMETER HOLES IN ZEE GIRT TO ATTACH JAMB GIRT ELEVATION 6 1/2" OR 8 1/2" JAMB, SINGLE OR DOUBLE--,, i FRAMED OPENING A NIS J i 1 " 1 8 1/2rr JAMB, 1-.-I —= SINGLE OR w O DOUBLE O N ®� Q Do J-0 w SECTION A —A 1WS20A21 JAMB BASE ATTACHMENT 6 1/2" OR 8 1 /2n JAMB WSMAM R 12/03/2009 HEADER TRIM (HTS-) FLANGE (F8-) I (SFB-) -14 x 1 1/4" ALL STRUCT NR. -0" L.C. LLL VII\I VI IVlrl `I GEE GIRT SIMILAR WC24A21 II GIRT CONN. AT COLUMN 6 1/2" & 8 1/2" OUTSET SIMPLE GIRTS WS01AM R 09/28/2005 JAMB BASE CLIP (JBC3) .---1 /2" ANCHOR Err RDDS WITH HARDENED WASHER MAX "'>3 1 /4" THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. —CONCRETE FSNR 3 4" AT 24" O.C. (BY BUILDER) BASE MEMBER O I Io I I --� J SECTION A —A WS20A81 GIRT TO JAMB 8 1/2" GIRT, 8 1/2" JAMB W9200M R 4/ZB/2005 VP Buildings 3200 Players Club Circle Memphis TN 38125 REV DATE BY DESCRIPTION NITS A L DIRT ZEE GIRT SHOWN CEE GIRT SIMILAR NOTE-. LAP BOLTS MUST BE INSTALLED IN THE OUTERMOST SET OF HOLES '01) )P 1) FLANGE (FB-} 1 (SF8-) IOLTS LLL UII\1 WSOIA21 11 GIRT CONN. AT COLUMN 8 1/2" JAMB, SINGLE OR DOUBLE I I 6 1/2" & 8 1/2" OUTSET CONTINUOUS GIRTS WS01AM10 R 09/29/2005 DOOR HEADER CHANNEL (DHC-) 0 8 1/2" GIRT (DCH-) ® 6 1/2" GIRT FULL WIDTH OF FRAMED OPENINGS �`� -- ��� 001 II ill � i 1/4-14 x 1 1 4" STRUCT FSNR �5307) 12" O.C. I � 6 1/2" DR A 8 1/2" DOOR HEADER CHANNEL q 6 1/2" OR 8 1/2' GIRT JAMB, SINGLE 3 1/4" OR DOUBLE z ��-TEMPORARILY ATTACH DOOR Z a. HEADER CI ANNEL W/ a w 1/4-14 x 1 1/4" SECTION A —A STRUCT FSNR (55307) 4'-0" D.C. WS20D2 DOOR HEADER CHANNEL CONN. WS21A7 ANY ZEE GIRT, ANY JAMB WS21A7V8 R 09/0a/2008 IOLTS WS01A3 6 1/2" OR 8 1/2" ZEE GIRT PERMIT SET- For Building Dept. Approval BUILDING SED'S BUILDER Canco General Contractors CUSTOMER Mike Lynch LOCATION Zephyrhills, Florida PROJECT Wheelblast BUILDERS PO# 1162 JOBNO 09-7858 DATE VP BUILDINGS 4l 009 VARco PRUDEN DRAW CK A SlueScope Steel Company FCJ PAGE VPC VERSION: 7.1 f 26 of 26 4/21/2009 9:30:46 r"`""""' Mike Lynch canopy3.VPC a awtslon oT muescope uwiamgs Nor[n Amenca, inc. t