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HomeMy WebLinkAboutTRUSS PLANSf t6G-0/w TRUSS BEARING HEIGHT SCHEDULE 2x4 MINIMUM TOP and BO PLUMB CUT OVERHANG 4 1/16" HEEL HEIGHT 8,-8„ SNV�/a�s M -a" ALL CEILINGS ARE FLAT AT BEARING HEIGHT TYPICAL TRUSS END DETAIL e 4U —U r 30,_Oa •, CV F N L A A N J2 J2 L2G i L 1 C,/j Cu� c W In J L t V8 J3 ° J3 — V4 • J5 J5 - — -- --—---'--------�—_- ABGL a. —. ---- -_ '--- - As l - -- A4 I A3 — A2 Al A2 r I A3 < A4 — A5 r AS — - A7 iJ n A 3 e - — A8 rn A N iv 81 -- C1 • a. 62 p ; C1 — - r\ I � iJ • 133 — 4 C2 fl, • N N 84G C3G — — - J4 J4 d' J4 n ro Tn J4 J2 J2 J2 — J2 G N A m m rn rn rn or 4+ N I I N A rn rn m m =`• N 6 RECEIVED JUN 0 7 2019 Sf. Lucie County, Permitting ROOF PLAN SCALE: 3/f6 = V-0" ELEVATION "A" e HANGERS TO BE USED (Simpson) or (Usp) . (Z) HUS26 QA HUS26 QC HGUS26-2 © THDH26-2 l(E) HGUS26-3 EQ THDH26 '3 NOTE: 0R f16A gg QB CONNECTION BY BUILDER YOUR SIGNATURE WILL ACKNOWLEDGE: i. 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 _ 1TLE - -: 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 supersede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. III-AV., ERECTION BRACING IS NOT THE RESPONSIBILITY OF TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED To SEEK PROFESSIONAL ADWCE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED To PREVENT TOPPLING AND DOMINCING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REWIRED IN SPECIFIC APPLICATIONS. SEE 'SCS-Bt Summary "heel COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING CO NG & BRACING METAL PLATENNECTED WOOD TRUSSES' (TPI). TRUSSES ARE TO BE ERECTED AND FASTENED IN A STRAIGHT AND PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO THE TOP CHORD%- THEY 'I SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. _ TRUSSES SHALL BE HANDLED NTH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE. TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL I� REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO 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 :.1.5 fL BHon M SwIdy $text Eng P605f 2590 N. KINGS HIGHWAY FT. PIERCE FL 34951 (772) 464-4160 Trusses shown on this layout are a component part Neff.abe♦3REy of the building and show truss location. S / Proper erection, temporary and ding designer bracing design �LTJ'J M TRUL% (772) 464- are the responsibility of the building designer or his engineer. � 111�:11�L� Lateral bracing shown on the individual truss drawings COMPANIES INC. must be placed during the erection procedure. e �T !!11 jj 2590 N, Kings Highway Fort Pierce, FL 34951 JOR No.. S T y 3 CUSTOMER: DESCRIPTION: i'-0" Y FUN 1� V1V1 LJ m - 1"d7h7� overed Lanai RANINO NVMeEN;/7/1452-A-d