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HomeMy WebLinkAboutTYPICAL TRUSS END DETAILJ1 J3 J5 ASG A7 A6 A5 A4 A2 Al A2 A3 A5 A6 A7 AS C1 C7 C2 C3G J4 J2 to r°T u�v NEI II�I�I�I�I�I�I�I�l111�1� APPROVED TRUSS ANCHOR BY BUILDER 1-RUSS BEARING HEIGHT SCHEDULE 20 MINIMUM TOP and BOTTOM CHORDS PLUMB CUT OVERHANG 4 1/16" HEEL HEIGHT 8'-8'r �t2 5 5 1 S-e - ALL CEILINGS ARE FLAT AT BEARING HEIGHT HANGERS TO BE USED (Simpson) or (Usp) OA HUS26 HUS26 © HGUS26-2 © THDH26-2 M 1' 8„ BRG. TYPICAL TRUSS END DETAIL Q HGUS26-3 Q THDH26-3 NOTE: Q Q RT16A CONNECTION BY BUILDER 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 FLAN. 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 KIND WILL BE ACCEPTED UNLESS SPECIFICALLY AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT. SIGNED — 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 OMCE. Labeling trusses is a service, not a requirement. Engineered drawings supersede labeling of trusses. It is the responsibility EVIEWED ❑ REVIEWED AS NOTED of the builder to utilize engineered drawings when erecting trusses. ❑ REVISE 5 RESUBMIT 11 RE,ECTED/ RESUBMIT ❑ NOT REVIEWED FJ FOR YOUR INFORMATION - WARNING - Suhmittals are for rontormance with design intent reviewed and general compliance with the Contract Documents only. ERECTION BRACING IS NOT THE RESPONSIBUTY OF TRUSS DESIGNER, PLATE MANUFACTURER, Notations Do No: Author,.s Change$ to CantraCII Sam. NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAU116NED To SEEK Review;. comment.. and/or COnBC1i0nS deals list rbiwe the Contractor from Compliance with the Contract WSllmah. The PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND PERMANENT BRACING WHICH s confirming COnNOUor Is 'esyonable !Or c9n}Irmle{ and CWTNatia{ all nsi ing sots, MAY BE REQUIRED IN SPECIFIC APPLICATIONS. SEE'BCSI-BI Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED quantitiestaus esp meat fabrication �/�' WOOD TRUSSES' (TPI). TRUSSES ARE TU BE ERECTED AND FASTENED IN A STRAIGHT AND place' .e: '. 'auLe, and sequences of CoastraCHOO, "° PLUMB POSITION WHERE No SHEATHING IS APPLIED DIRECTLY To THE TOP CHORDS; THEY AMP' Ibiiity r mdlend�' i^.d material; coordination of their i � '...7JJ��77+ SHALL BE BRACED AS SPEGnED ON THE TRUSS DESIGN. wore with oil or trades au0 subcontractors, pe mince of TRUSSES SHALL BE HANDLED REASONABLE CARE DURING ERECTION TO PREVENT TRUSSES WINDAMAGE, wm1 in a soh and satisfactory manner and to 1 compliance the Coattail; blxumenh. CONNECTIONS. with TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS DATE IEWEDBY to I� TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE b CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL A. B. D N GROUP REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO Z HANGER IS SUPPLIED. i� CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. MWFRS(low-rise)&7C hybrid Wind ASCE 7-10 Exposure Category : C Bldg Category : 2 Wind Design Velocity :160 MPH Imp, Facia : 1.00 Wind Load Duration Facia : 1.60 Mean Roof Height : 15 ft. aria n M meoldy SUvcl Eno /16051 2590 N. KINGS HIGHWAY FT. PIERCE, P. 34951 772) 464-4160 E Trusses shown on this layout are a component part 5 of the building and show truss location. Proper erection, temporary and permanent bracing design ,S'�jJ�7 'IRi7SS (772) 464-4160 are the responsibility of the building designer drawings his engineer. ,, COMPANIES INC. <N f Lateral bracing shown on the individual truss drawings , .-\ ., must be placed during the erection procedure. 2590 N. Kings Highway Fort Pierce, FL 34951 ~- - JOB N0,:4140 CUSTOMER: NWS LOT: 38 BILK: DESCRIPTION: HO DESCRIPTION: �qp ADDRESS: 5230 Oakland Lake Circle Plan — 1452 Elev. A SC&L I oA7E: Do" 9Y: aRAM1No N4M6E7t SUBDIVISION: Oakland Lake 3i16°=r-D" 5 22 2017 dhc 1452 k k. • r 6 l ra • t f