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HomeMy WebLinkAboutTRUSS PLANSFILE COF APPROVED 'TRUSS ANCHOR BY BUILDER SS BEARING HEIGHT SCHEDULE I 2x4 MINIMUM TOP and BOTTOM CHORDS PLUMB CUT OVERHANG 4 1/16" HEEL HEIGHT 12 n n, _n'• 301-0" 10,-O" A J2 M U) r J2 L2G o no L7 Ll I —• J1 if J3 J5 V �O 4 N C�^Ir J3 J5 A8GI- A7 - iV — - A5 A5 A4 A3 A2 Al A2.. ; A3 A4 A5 A6 A7 (J A8 N C1 131 B1 B1 B2 132t7-- B3G11 J2 0 a C ? uD N ° C1 C1 C2 C2 C3G J2 _ —,—e I- 19 -4 GPJC; � 7 81_^11 ALL CEILINGS ARE FLAT AT BEARING HEIGHT �t2 S•T\da�5 51 il( 8,-8" e• BRG. TYPICAL TFRUSS END DETAIL HANGERS TO BE USED (Simpson) or (Usp) QA HUS26 QA HUS26 © HGUS26-2 © THDH26-2 Q HGUS26-3 (D THDH26-3 _ Norm QD QD RT16A (D 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 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 KIND WILL BE ACCEPTED UNLESS SPECIFICALLY AUTHORIZED IN WRITING BY 'TRUSS PLANT MNGMT. SIGNED -.-_ - - T11LE _ 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 r 'PILE CO _ of the builder to utilize engineered drawings when erecting trusses. _ . _ WARNING iP]] ERECTION BRACING IS NOT THE RESPONSIBILITY OF TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADMCE REGARDING ERECTION BRACING WHICH IS ALWAYS REWIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND PERMANENT BRACING WHICH ❑ REVIEWED AS NOTED tj pEy(�E j p111T ❑REJECTED! RESUBMIT MAY BE REWIRED IN SPECIFIC APPLICATIONS. SEE "SCSI-BI Summary Sheet COMMENTARY and RECOMMENDATIONS far HANDLING, INSTALLING a BRACING METAL PLATE CONNECTED WOOD TRUSSES' (TPI). TRUSSES ARE TO BE ERECTED AND FASTENED IN A STRAIGHT 4NO O NOT REVIEWED 0 FOR YOUR INFORMATION PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO THE TOP CHORDS; THEY Submittals are reviewed for conformance with design intent and genorat compliance with the Contract Documents only. SHALL BE BRACED As SPEcinED ON THE TRUSS DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT Notations Da Not Authorize changes to Contract Sum. DAMAGE. Reviews, Comments and/or corrections does not relleye the Collector from compliance with the Contract Documents. The TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. Contractor is responsible for confirming and correlating all quantities, dimensions, totersoces, clearances, fabrication E-4 TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE processes, techniques and sequences at Construclmn, O CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL compatibility of materials and materials coordinate n of Ineir REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO walk with other trades and subcontractors, rmance of work in a safe fad satisfactory maeeer antl 1 compliance yr F r HANGER IS SUPPLIED. won the ConhxtDocumanN. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. DATE EWED BY MWFRS(low-rise)/C-C hybrid Wind ASCE 7-10 Exposure Category : C Bldg Category : 2 wind Design Velocity ;1DU MPH Imp. Factor : 1.00 Wind Load Duration Factor i 1.60 Mean Roof Height : 1_5 ft. A.@ Brlan M BleaMy SWct Eng 176051 Y FT. PIERCE, FL 34951 772) 464-4160 R E s St. Lucie Co Trusses shown on this layout are a component part I S of the building and show truss location. Proper erection, temporary and permanent bracing design t building designer or his engineer. gpLJg� 'IR[J' (772) 464-4160 are the responsibility of COMPANIESe INC" In the ,, • Lateral bracing shown on the Individual truss drawings must be placed during the erection procedure. 2590 N. Kings Highway Fort Pierce, FL 34951 ROOF PLAN JOB NO,: 5S/6 CUSTOMER: Ry�N HOI��S SCALE: 3/16 = 1,-O" ELEVATION "B" LOT: BLK: DESCRIPTION: u ADDRESS: Plan — 1452 Elev. B SUBDIVISION: Oakland Lake SCME: GALE: —DRAM" ORAMING NUMBER; 3/16"=1'-0" 6 5 2017 1 dhc 1452-B