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HomeMy WebLinkAboutROOF PLANJB J6 JB J8 J8 J8 JB J6 J6 J4 J2 ROOF PLAN SCALE: 3/I6 = 1'-0" ELEVATION "B" J2 J4 J5 J6 JJ Jf3 J8 J3 Ji3 112 J8 J3 �. Ji3 J8 Je J8 J8 JO J8 J13 J8 is BIG APPROVED TRUSS ANCHOR BY BUILDER TRUSS BEARING HEIGHT SCHEDULE 2x4 MINIMUM TOP and BOTTOM CHORDS PLUMB CUT OVERHANG 4 1/16" HEEL HEIGHT 8-8 �\a9Vs 51 ALL CEILINGS ARE FLAT AT BEARING HEIGHT HANGERS TO BE USED (Simpson) or (Usp) ® HUS26 QA HUS26 Q HGUS26-2 Q THDH26-2 EQ HGUS26-3 Q THDH26-3 Q Q RT16A © CONNECTION BY BUILDER 6L A►UN� BY StturiPt'1I 0 REVIEWED O REVIEWED AS NOTED ❑ REVISE & RESUBMIT ❑ REJECTED / RESUBMIT ❑ NOT REVIEWED ❑ FOR YOUR INFORMATION Submittals are reviewed for conformance with design intent limit general compliance with the Contract Documents only. Notations Do Not Authorize Changes to Contract Sum. eviews, Comments and/or corrections does not relieve the Contractor from compliance with the Contract Documents The Contractor is responsible for confirming and correlating all quantities, dimensions, tolerances, clearances. f bn[atlon processes, techniques and sequences of cpOtfuction. compatibility of materials and materials toot ion of their work with other trades and subcontractor , iformanee of work in a safe and satisfactory manner a fell cemphaia with the Contract Documents. DATE i" A. B. D GN GROUP I-e ell M ®T V Trusses shown on this layout are a component part of the building and show truss location. Proper erection, temporary and permanent bracing design are the responsibility of the building designer or his engineer. Lateral bracing shown on the individual truss drawings must be placed durinq the erection procedure. VISION: Oakland Lake 8,. BRG. TYPICAL TRUSS END DETAIL NOTE: YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION FOR FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, AND TRUSSES. TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH THIS PLACEMENT PLAN. 3) RECEIPT AND USE OF "HIB-91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES" (TPI). 4) NO BACK CHARGES OR CRANE CHARGES OF ANY P KIND WILL BE ACCEPTED UNLESS SPECIFICALLY AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT. -- SIGNED - u TITLE PATE All spacing is 24" O.C., except as noted. All walls shown are bearing, except as noted. All valleys calculated with sheathing under. Number of girder plies to be determined by engineering. DO NOT CUT OR ALTER TRUSSES w/o AUTHORIZATION FROM THIS OFFICE. Labeling trusses is a service, not a requirement. Engineered drawings supercede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. WARNING ERECTION BRACING IS NOT THE RESPONSIBIUTY OF TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REWIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REWIRED IN SPECInc APPLICATIONS. SEE "SCSI-Bt Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTAWNG & BRACING METAL PLATE CONNECTED WOOD TRUSSEY (TPI). TRUSSES ARE TO BE ERECTED AND FASTENED IN A STRAIGHT AND PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO THE TOP CHORDS-, THEY SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. TRUSSES (SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE. TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE ® CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL I—� REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO F H ANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. MWFRS(louv-rise)/C-C hybrid Wind ASCE 7-10 Exposure Category : C Bldg Category : 2 Wind Design Velocity :160 MPH Imp. Factor : 1.00 Wind Load Duration Factor : 1.60 Mean Roof Height : 15—R. Brim M BleaMv Stmct Eno 170051 2590 N. KINGS HIGHWAY FT. PIERCE. P. 34951 (7721 464-4160 s^,0g;Mks,,AS)O) N TRUSS (772) 464-4160 COMPANIES, INC. 2590 N. Kings Highway Fort Plerce, FL 34951 )ESCRI TION: rn Plan — 1833 Elev. B eCA . DARE: -DRAWN Or. DRAINING NUMBER: O` 3/16", 1'—o" 5/15/2018 1 dhc 1833—B—Cir 1 ' w A6 ' ' eo • cs