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HomeMy WebLinkAboutROOF TRUSSESAPPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 4-1/16" HEEL HEIGHT LOWER ROOF AND FLOOR SCALE: 3/16 = V-0' ELEVATION "B" Q 0 r r0 7 N ✓A -� � � Q Q Q Q Q Q Q Q Q Q Q Q Q T 0 0 rT J2 Jh J6 J8 J8 JB JS is J8 is J8 J8 J6 J4 J2 7• 2' 2• 2' 2• J2 J4 J6 J8 JS J8 JB J8 J8 J8 J8 J8 JB J8 is — ,• 71 +• - MV2 A — - - i4 MV4 MV6 MV8 A A �]A MV1 I n IL7B3E = ----"-- B4G e 83 < -- L UPPER ROOF SCALE: 3/16 = V-O" ELEVATION Ll 5 A-\fl L> it ";t Lucie Co, - IB KEVIEWED ❑ REVIEWED AS NOTED ❑ REVISE & RESUBMIT ❑ REJECTED / RESUBMIT ❑ NOT REVIEWED ❑ FOR YOUR INFORMATION Subnottals are reviewed for conformance with design intent and general comp6anl.e with the Contract Documents only. Notations Do Not Aulhaure Changes to Contract Sum. Reviews Comment. and/or corrections does not relieve the Conti11001 from compliance with the Contract Documents. The Co"he"ol is IesPonslble 101 confirming and correlating all quantities. dimensions. tolerances, clearances, fabrication Processes . lecMilues and sequences of construction, compatibility of materials and materials coo ill atmn of their work with other trades and subcontractors erfarmance of work in qa �saley and,gplj story Mallet isndAff fell bompliaaca with F11P1 ' 6beeaiiAdlllrllVV DATE aWA _ A. B. DE 1 GROUP Tn,sses shown on this layout ore a component port of the buadir 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 Individu truss drawings must be placed during the erection procedur 5290 Oakland L d: Oakland Lake L 5�\a�9\e 5 �rF •a,.. 1'-0" 8" BRG. TYPICAL TRUSS END DETAI ALL WALLS SHOWN ON THIS LAYOUT ARE TO BE LOAD BEARING 8 -8„ 11'-4" 18'-0 3/4" TRUSS BEARING HEIGHT SCHEDUL HANGERS TO BE USED (Simpson) or (Usp) HUS26 QA HUS26 © HGUS26-2 © THDH26-2 EO HGUS26-3 D THDH26— 3 Q HHUS46._. (3 THD46 _. .. © CONNECTION BY BUILDER 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 111IS PLACEMENT PLAN. 3) RECEIPT AND USE OF "SCSI-B1 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLIN INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES" (TPI). 4) NO BACK CHARGES OR CRANE CHARGES OF ANY KIND WILL BE ACCEPTED UNLESS SPECIFICALLY AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT. SIGNED TITLE DATE All spacing is 24" O.C., except as noted. All wolls 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 Of Labeling trusses is o service, not o requirement. Engineer drawings supercede labeling of trusses. It is the responsibi of the builder to utilize engineered drawings when erecting to WARNING ERECTION BRACING IS NOT THE RESPONSIBNTY OF TRUSS DESIGNER, PLATE MANUTAC' NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUnONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TI PREVENT TOPPLING AND DOMINOING DARING ERECTION; AND PERMANENT BRACING m MAY BE REQUIRED IN SPECIFIC APPLICATIONS SEE'BC9-Bt Summary Sheet COMAS and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNEC WOOD TRUSSES' (TPI). TRUSSES ARE TO BE ERECTED AND FASTENED IN A STRAIGH PLUMB P0911ON WHERE NO SIEATIDNG IS APPLIED DIRECTLY TO THE TOP CHORDS; SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. TRUSSES SHALL BE HANDLED MIN REASONABLE CARE DURK ERECTION TO PREVENT DAMAGE TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNFC' TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDY O CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO F-H HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECT Exposure Category : C Bldg Category : 2 Wmtl Design Velocity A-0 Imp. Factor : 1.00 Wind Load Duration Factor : 1.60 Mean Roof Height : 1° Drian 11 "y Sbucl Eng [76051 2590 N, longs Highmy Fart Pierce, FL 34951 (T72) 4 r1RUSS (772) 464. ?�IN 9n Hi amrm W Plan 2195 — Elev. B 3/16"=1'—Oe 04/27/18 771 2195-0—In—gr