Loading...
HomeMy WebLinkAboutTYPICAL TRUSS END DETAILS0 Vr J2 L2G Li Li 11 J3 J5 A8GL A7 AS A5 A4 A3 A2 AT e A2 I A3 A4 A5 A6 A7 A8 C1 Cl C2 C3G J4 J2 10.-0" 30,-0" N -t 9 - CA J2 (J N n n n V8 To V4 _ i -- _--- V Z c a ` JI J3 J5 (J C 1 lV ` 0 0 B1 B2 o B3 B4G 12 J4 dJ4 UJ2 J2 APPROVED TRUSS ANCHOR BY BUILDER TRUSS BEARING HEIGHT SCHEDULE 20 MINIMUM TOP and BOTTOM CHORDS PLUMB CUT OVERHANG 4 1/16" HEEL HEIGHT 8r-8„ ALL CEILINGS ARE FLAT AT BEARING HEIGHT HANGERS TO BE USED (Simpson) or (Usp) (A)HUS26 QA HUS26 © HGUS26-2 (D THDH26-2 EQ HGUS26-3 EO THDH26-3 RT16A © CONNECTION BY BUILDER SCANNED BY St: Lucie County.,. _. . OREVIEWED ❑ RENEWED AS NOTED O REVISE & RESUBMIT 0 REJECTED/ RESUBMIT ❑ NOT REVIEWED O FOR YOUR INFORMATION Submittals are reviewed for conformance with design intent and geneal compliance with the Contract Documents only. Notations Do Not Authorize Changes to Contract Sum. Reviews, Comments and/or corrections does not relieve the Contractor from compliance with the Contract Documents. The Contractor is responsible tot confirming and correlating all quantities, dimensions, tolerances, clearances, fabrication processes, techniques and sequences of construction, compatibility of materials and materials coordination of their work with other trades and subcontractors, perforgiffifIce of wok. in a safe and satisfactory manner and for fu pliance wllh the Contract Documents. DATE IE BY A. B. DflieN GROUP a�aa�s 5 F' 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 HANPUING, 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 TI1LE 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 1HIS OFFICE, Labeling trusses is a service, not a requirement. Engineered drawings supersede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusse®, WARNING ERECTION BRACING IS NOT THE RESPONSIBILITY 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 VARCH MAY BE REQUIRED IN SPECIFIC APPLICATIONS. SEE 'BCSI-BI Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING A BRACING METAL PLATE CONNECTED WOW TRUSSES' (TPI). TRUSSES ARE TO BE ERECTED AND FASTENED IN A STRAIGHT AND PLUMB POSITION WHERE NO SHEATHING IS APPUE DIRECTLY TO THE TOP CHORDS; THEY SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. TRUSSES SHALL BE HANDLE mnf REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS, (-4 TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE O CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO r7— HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. MWFRS(low—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. Brian M meaklv Struct Ena V6051 2590 N. KINGS HIGHWAY FT. PIERCE. FL 34951 (7721 464-4160 S Trusses shown on this layout are a component part N0 of the building and show truss location. S Proper erection, temporary and permanent bracing design',,0gg;:9!.�,S0LJTjJERN TRU% (772) 464-4160 ore the responsibility of the building designer or his engineer. Lateral bracing shown on the individual truss drawings COAN E.Sia INC. must be placed during the erection procedure. 2590 N. Kings Highway Fort Pierce, FL 34951 ROOF PLAN JOB NO.: 3948 CUSTOMER: SCALE: 3/16 = V-0" ELEVATION "A• LOT: 08 BLK: R,YAN HCarV�S ADDRESS: 5364 Oakland Lake Cir, DESCRIPTION: Plan — 1452 Elev. A w Covered Lanai SCALE: DA1E: DRAMN BY: DRAMaia NGWOM. O SUBDIVISION: Oakland Lake 3i16"=1'—O" 2/7/18 1 dhc 1452-A-DI • • • , a r l• v ` • :y .4 5. • � it , �N