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HomeMy WebLinkAboutTRUSS DRAWING" NOTE: ALL TRUSS 1-0 WALL AND/OR TRUSS TO LEDGER CONNECTIONS BY BUILDER (UNLESS NOTED OTHERWISE) € = NOTE: BUILDER TO ATTACH OVERHANGS IN FIELD @ TAIL BEARING TRUSSES & FRAME IN CEILING. 141011 '�')I flit 1A1 Alt TYP. END DETAIL HATCH LEGEND � X >�l 12" COFFER X _ 10'- 1" CLG 8' -1" A.F.F. M10'- 1" A.F.F. 11' -1" A.F.F. 313 BC A2 21. C c i c c C z ttsllit// / i rya Digitally signed by Anthony T. YTombo, III DN: c=US, st=Florida, I=Fort Pierce, o=Whole House /� Engineering, -cn_Anthony T. _ I, i T&RE A111, CALC Vk ' VtVc8>06ta.o .t33bz'ka"'abil n2 %%- �„ e -M... IA 356 n HIP LINE 208 ,L �ecra� VALLEY LINE 82 ft _ . � EHEETIN(i AREA UNDER VALLEY TRUSSES AND 00 00 4C 12 67 DF WASTE MATERIAL NOT INCLUDED *:• IRON TO VERIFY CALCULATIONS * NOTE: ALL CEILING DROPS BELOW BEAM ARE Is BY BUILDER (UNLESS NOTED OTHERWISE) s * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO a SHOW TRUSS I.D. AND TRUSS LOCATION ONLY. s THE BUILDING DESIGNER IS REPSONSIBLE FOR THE E STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. _ REFER TO THE INDIVIDUAL TRUSS ENGINEERING s DRAWINGS FOR GRAVITY AND UPLIFT LOADS. a _ FOR BRACING & ERECTION DETAILS REFER a TO BCSI-03 AND/OR ENGINEER OF RECORD = _ _ 6 REPRESENTS THE LEFT SIDE OF = EACH TRUSS DRAWING a 0 (,A'`' JUS24 THD46 B , JUS26 JO MSH422 a © THD26 � MUS26 a L ® THD28 SKH26 m OE THD26-2 (M� L THD28-2 �N s O JUS46 (0; --- HANGER BY BUILDER LOADING ROOF FLOOR WIND LOAD m LIVE LOAD 20 ASCE 7-10 a d 0 0 r - — --- c=t DEAD LOAD 10 160 MPH � EXP B o LIVE LOAD 10* CATEGORY II 'a m cyi DEAD LOAD 10 J ENCLOSED �m TOTAL LOAD 40 FBC-2017 a DURATION FACTOR 1.25 TPl - 2014 REV DATE BY d REMARKSc .a 01 02/21/2017 RB MOVED A08L OVER WALL AND LEG DOWN TO o WALL 02 03/02/2017 RDS CHANGED KITCHEN CLG PER PLAN o 03 07/21/2017 RB L CHANGED FRAMING PER PLAN 04 101/10/2018 JT CODE UPDATE/ WIND SPEED d L v m It is understood that above conditions have been reviewed ❑ APPROVED �N.ww,d ❑ APPROVED AS NOTED fabrication at trusses, elevations, pitches, overhangs, REVISE AND RESUBMIT fascias,ceiling elevations/pitches, bearing REJECTED conditions & all detail pertaining to this truss placement plan. No back charges will be accepted — -DATE without previous written approval from an A-1 Roof Trusses representative. REVIEWED BY PLAN DATE ARCH: 01/05/2015 1STRUCT: CUSTOMER ASSOCIATED HOMES JOB NAME SEDONAVISTAII GARAGERIGHT OPTION(S) COMMNTY GARREN RESIDENCE / LOT # BLDG BLDG TYPE # JOB # 71271 MASTERWAHSS2 DRAWN SCALE DATE 02/15/2015 LTA N.T.S. =- File Cony Awl ROOF A910 """""""""'TRUSSES A FLORIDA CORPORATION Ph 772-409-1010 / Fax 772-409-1015 h ttp://www, a 1 truss. com