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HomeMy WebLinkAboutTYPICAL OVERHANG DETAIL,s )i. APPROVED 0 REVISE AIND >i` E,4 - O REJECTED ❑ APPROVED AS NObTF Cormctioas or aa micintz crude on the iho r:° 1 r dlWir4 this rfficw lk 14H m6cvt: this waboonrm<+ca complia.acc. with, s Ta.re aa+fxIs of she: It_ � jNr etr zfTcetiars. "his m4y (or vsvir:u' 'a ^..c>»i^iras[nre Tvith ;.irF ,fr iRT:: -XXtTe ,v ganoral (:csntrer e" rtrxxaTawrsp_ Er,•; . c.r tig resTxrRTgThte t csi~ifrurostp Pod k.om-tic'* `u c ii5E8;M and rChectit4j, S9ttrs°'6$Y: ek^. 4i %S4?r �YaTr9AlLf w. P,: °i :1 cmnatiw,tN')W- oo(Winatwg 4i Nf °. *h that of ill'ir.&J t and peafor ving, hk weals TTw a sat'& T. W181'011,,_ S-rF lP1TF7A R. `'sJh'?„r^ ,. T10, . >a3701 A PE 760 ' 7 1 L..�� sTti�E ct= ORt 12 5� all II Ilr U 2'—Q„ (CANTILEVER) (109-09.). HURRICANE METAL STRAP ANCHOR EACH TRUSS (BY EILDR) TYPICAL OVERHANG D ETA I I. - (CANT) TYPICAL CORNER SET DETAIL HANGERS TO BE USED (Simpson) or (Usp) HUS26 0 HUS26 HGUS26-3 © THDH26-3 Bearing Heights Legend 10'— 0" NOTE: YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION FOR FABRICATION. 2) VERIFICATION of ALL DIMENSIONS, CONDITIONS, AND 1RUSSES. TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH THIS PLACEMENT PLAN. 3) RECEIPT AND USE OF "SCSI-81 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 Tills OFFICE. 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 111E RE". iSMTY OF TRUSS OE".YGMER, PLATE MANUFACTURER, Nat TRUSS FABRICARR PEFWIS ERECnnc TTV-sS S ARE CAURa4A TO IM PROFESSIONAL ADVICE RFGART" FRECTION BR"RG wlxtl fS ALWAYS REoUMP To PREVENT TOPPLING Arm 10rtPwr, Im"ir Fr1TCIlM AFN P111101WNt OftKING *401 MAY BE REQUIRED N g7oly: M iIjnM1r kT5 SEE 'OCSi-91 9 nnr+y 9—Wt 00MMENTARf and KC044EHOAl Ml fw 011f "r WitLING & FrACNG METAL RATE CaNECRO WOOD TRUSSES' (TPI). TRUST , rr;E TD BE ERECTED NO FASTENED N A STRAIGHT AND PLUMS POSITION WHERE NO ar°TnRIG 15 APPM DIRECTLY TO THE TOP CHORDS THEY SHALL BE DRACED AS sPEMJ) r , THE TRUSS tHt SICN TRUSSES SMALL BE MANaFD WITH REASONABLE CARE DULLING ERECTION TO PWaT DAMAGE. TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE o CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL i� REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO rLH HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. MWFRS (low-rise)/CC hybrid Wind ASCE 7-10 Exposure Category : C Bldg Category : 2 Wind Design Velocity :I7_tl. MPH Imp. Factor : 1.00 Wild Load Duration Factor : 1.33 Mean Roof Height :14 Brim M. Beul ly Shutt Eng 176051 2590 N. Kings Higliwog Ft FiM FL 34951 772-*"160 N O T E s Trusses shown on this layout are a component part of the building — and show truss location. Proper erection, temporary and p TT TTr��TTT y�T (772) 464-4160 permonent bracing design are the responsibility of the building',-�ll t17A I\lv designer or his engineer . Lateral bracing shown on the individual, �'IZl1�S COMPANIES drawings must be placed during the erection procedure. 2590 N. Kings (Highway, Fart Pierce, FL 34951 Job No.: 1099 _ Lot: 1 9 4 Block: T--,enn-a1 71_om. s Address: ,Fort Pierce, FL. Model 2371 ; Elevation B 7 ) 7 are duaei re SubOivision: M e a d o w o o d 3��s•=�'-o" 05/T5/ e, 2 _1 "1 -- E