No preview available
HomeMy WebLinkAboutROOF PLANOVR J2 L2G L1 Ll J1 J3 J5 A8GL A7 AS A5 A4 A3 A2 Al A2 A3 A4 A5 A6 A7 A8 Ct C1 C2 C3G J4 J2 J2 It W W m W a J1 J3 J5 B1 B2 83 84G J4 J2 a rn m � m m ro a N Pis -4 F NCHOR BY BUILDER TRUSS BEARING HEIGHT SCHEDULEnd BOTTOM CHORDS RHANG HT 8r_8N ALL CEILINGS ARE FLAT AT BEARING HEIGHT HANGERS TO BE USED (Simpson) or (Usp) QA HUS26 QA _ HUS26 © HGUS26-2 © THDH26-2 EQ HGUS26-3 EQ THDH26-3 QD QD RT16A (D CONNECTION BY BUILDER 19 APPRDY'ED 0 APPROVED AS NO—TED REVISE 3 R£SU MT O REli MD/ RISUBMT 0 NOT P,iVtMI) © FCP YCN-M IPlfL'T4aaA740-e StkbrrngR-s we f,:da4Wid !)r GG�'am€ntx with deslgu ITtesi inct pmiv t i pfiaA 'a :•,L 1, thh ouvlacs DOCIme;J1.5 Cnl "a OLV-Gt ':. ,y. F>,x�F•„«,;e the Ootte� OUGUx erIt" The CaNr+• j; �. • ' cparui':• rca xnrl;,lan� and aarM3;t;iR a1r quantitw. '.,lh+nei; �.. •Yle dr,Rt, flearsnces. t}h ipJtlpn seglxYG.s of eonsteuction, to DpBtltx!r•. .as'Wra't• < vt ITnttgds, VadireOon at lhefr work with :Ubconfrac"i , peftmeme Cg U011 iR d Sal:?• ad ttii tdclony maym anal for to an{111anm {k(DJT17d1. SCANNED ey StLudeGbt>I* ROOF PLAN SCALE: 3/16 = V-0" ELEVATION "A" APR 0 6 �'018 St Lucie my perm 5 F SN — B„ BRG. 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 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 OFTTCE. 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 RESPONSIBILITY OF TRUSS DESIGNER, PULE 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 WHICH MAY BE REWIRED IN SPECIFIC APPLICATIONS. SEE "BCSI-BI Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED 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 CHORDS; THEY SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. H 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 17H HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. _M-WFRS(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_R Trusses shown on this layout are a component part N of the building and show truss location. S Proper erection, temporary and permanent bracing design SOUTHERN TRUSS (772) 464-41 are the responsibility of the building designer or his engineer. Lateral bracing shown on the Individual truss drawings COMPANIES, INC. must be placed during the erection procedure. 259 • t Pierce, rL 34951 I/10 AIl1 , BOG O CUSTOMER: . .rW DESCRIPTION: a Plan — 1452 Dev, A w Covered Lanai SCALE: DATE: WA WN BY-. mmo Nwom 3/16"=1'-0" 2/7/18 ldhc 1452—A—CI g n n