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HomeMy WebLinkAboutLOWER ROOF & FLOORAPPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 4-1/16" HEEL HEIGHT OPM a� A8 CaNISIVO LOWER I ROOF AND FLOOR SCALE: 3/16 = 1'-0" — ELEVATION "A" J2 'Z/J s I u r a a a qq A 0"0!2 ¢ a eery a a ¢ a a a a a 0 0 M J2 J4 J6 J8 J8 J8 is J8 J8 JB J8 J8 J6 J2 r s' r z z 9 J2 J4 J6 J8 J8 JS J8 J8 J8 is r J8 JS J8 J81 1. - , MV2 < a MV4 rHVEIHJ4 u A A HV1 O 81G 132G , n J2 J2 19'-4" 20 —8 UPPER ROOF SCALE: 3/16 = 1'-0" ELEVATION "A" 51 1" CLEARANCE FOR SHEATHING 8" BRIG. I n; FLOOR TRUSS END DETAIL N.T.S. I TYPICAL TRUSS END DETAIL FILE COPY IEWED p REVIEWED AS NOTED REVISE d RESUBMIT Cl REJECTED/ RESUBMIT O NOT REVIEWED ❑ FOR YOUR INFORMATION Submittals are reviewed for conformance with design intent and general compliance with the Contract Documents only. Notations 00 Not Authorize Changes to Contract Sum. Reviews Comments and/of corrections does not relieve the Conllacfm from Compliance with the Contract Documents The Contractor a ".pOrsTble lot confirming and correlating all guantmesdunens,ons, tolerances, clearances. fabrication processes tcchn'ques and sequences of construction. compatibn,ty „t materials and materials coordination of their work with other trades and subcontrac4follmoliance cc Honk. m a soft and satisfactory manner awith the Contract Documents. g141i RA. B. DESIG N OTE Trusses shown on this layout are a component part of the buildir 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 I I(1R N10 , znrr) ALL WALLS SHOWN ON ARE TO BE .. BEARING _■ : 1 3/4 TRUSS BEARING HEIGHT SCHEDULE HANGERS TO BE USED (Simpson) or (Usp) QA HUS26 ® HUS26 © HGUS26-2 0 THDH26-2 EQ HGUS26-3 EQ THDH26-3 HHUS4,6 6THD46 - © 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 THIS PLACEMENT PLAN. 3) RECEIPT AND USE OF "BCSI—Bi Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, 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 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 RESPONSIBn1TY OF TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WINCH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REWIRED IN SPECIFIC APPLICATIONS SEE 'BCSI—BI Summary Sheet COMMENTARY snit RECOMMENDATIONS for HANDLING. INSTAWNG a: BRACING METAL PLATE CONNECTED WOOD TRUSSES' (Tin). 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 VA711 REASONAIE E CARE DURING ERECTION TO PREVENT DAMAGE. TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. E"1TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE O CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL 7 REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO F-4 HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. MWPRS(low-rise)/Wnd ASCE 7-10 Exposure Category : C Bldg Category : 2 Wind Design Velocity : M MPH Imp. Factor: 1.00 Wind Load Duration Factor : 1.60 Mean Roof Height : 2T-O' Brian M "y SW Eng 176D51 25% N. Kings frowsy Fat Pierce, FL 34951 (772) 464-4160 '0 N TRUSS (772) 44644-4^160 CONII'ANIF.S, it \ 6".. 2590 N. Kings Highway Fart Pierce, FL 34951 s RYAN HOMES ormw— Plan 2195 — Elev. A Yle MIL WAIN R 3/16"=1'-0" 06/14/18171-;G I 2195—qr As