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ATTENTIONI <br />M �w <br />+x <br />r REFER TTO HIB-91 <br />�nstst r <br />r <br />TRUSS IS HELD IN 2 -1/4" <br />FOR BLOCKING & PLY -WOOD <br />BY OTHERS <br />10-zi,-ia/-�IE- 10//-- <br />12 <br />0 <br />12 <br />5, <br />BLOCK SOLID <br />/ f I BY OTHERS <br />INT. /BRG. TOP <br />BY OTHERS <br />liETAi;_ AA <br />51MfiJ5ON <br />TRU56 <br />T'Ir'PE <br />JOINT <br />LOCATION <br />UPLIFT <br />CL881 <br />CONNECTION <br />QTY, <br />CCONN. <br />CAPACITY <br />FASTENERS** <br />PER CONN, <br />ABAG <br />LEFT <br />1023 <br />1•-110 <br />2 <br />1-100 <br />32-8d X 11/2 u <br />RIGHT <br />1023 <br />PIO <br />2 <br />1-100 <br />32 -8d X 11/2 " <br />NOTE: ALL OTHER TRUSS eRG. CONNECTIONS ARE SIMPSON META20 OR EQUAL <br />FOR MASONRY: 51MPSON HIO FOR FRAME- 4 HU52ro FOR HUNCH TRU56E6 <br />ON GIRDER5 UNLESS OTHERWISE NOTED. <br />THESE TRUSS UPLIFT VALUES ARE LESS THAN CONNECTION CAPACITY. <br />MASONRY <br />META20 <br />1 <br />1500 <br />14-10d X 11/2. <br />TIMBER <br />H10 <br />1 <br />850 <br />1rO-8d X 11/2" <br />14UNG <br />HU529, <br />1 <br />1286 <br />20-10d x 3" <br />U5F' <br />TRU68 <br />TYPE <br />JOINT <br />LOCATION <br />UPLIFT <br />(LBS) <br />CONNECTION <br />is Y <br />GONN <br />CAPACITY <br />FASTENERS** <br />PER CONN. <br />NOTE: ALL OTHER TRUSS 5R.G. CONNECTION$ ARE U5P HTA20-18 OR EQUAL <br />FOR MASONRY: USP HC10 FOR FRAME: 4. THD2(o FOR HUNG T5USSE8 <br />ON CIRDER5 UNLESS OTHERLUISE NOTED_ <br />THESE TRUSS UPLIFT VALUES ARE LESS THAN CONNECTION CAPACITY. <br />MASONRY <br />HTA20-18 <br />1 <br />1500 <br />14-10d X 11/2 <br />TIMBER <br />14C10 <br />1 <br />1085 <br />18-Sd X 11/2 <br />HL <br />THD26 <br />1 <br />1 ' 20 <br />18-16d x -3 <br />* Double connectors to be placed diagonally to each other. <br />Do not drive nalls through the truss plate on the opposite side of the trues <br />which could force the plate off the truss. <br />*** Mounted vertically <br />C2 TRUSS <br />J wEC3 I f? s 0I? 5�:0N6PPa TYPE <br />2X4 TOP RIBBON <br />& 3/4' PLY-WO.OD <br />TYPICAL AT INT, BRG' S <br />BY OTHERS, <br />PRECUT STUD <br />WALLS <br />2X6 TOP & BOT, RIBBON <br />& 3/4' PLY -WOOD <br />TYPICAL AT EXT, BRG' S <br />BY OTHERS. <br />3/4' DECKING <br />SYM-42 FLOOR TRUSSES 71 <br />258" 18' <br />3 8 ' 8 // <br />SCoLE.3/16" =1 0 <br />TRUSS IS <br />FOR BLOC <br />BY OTHER <br />1-5-3 <br />BRG, TOP @ <br />5� <br />DETAIL DD <br />El <br />S <br />r---1 <br />00 <br />1'(-4-12 <br />LO <br />OTHERS <br />7-5---14 <br />��5 TOP COQ? �X5SNt9� 2 <br />17TO�fAF,ONTOPOFWk <br />A PAONG SOLV, <br />� 1 -011 <br />own <br />LOWER FRAMINU PLAN D9 E� F <br />1 /4" <br />O <br />_t <br />1 <br />m <br />WE <br />O <br />N <br />N <br />J 0 <br />ROOF FIRA1" iINIG NOTES: <br />1. SEE SHEET 63.1 FOR SHINGLE INFORMATION <br />AND INSTALLATION INSTRUCTIONS <br />❑ SAMUEL A_ CsR1rEN8Ei2 , P.E_ #34245 <br />❑ THUY H. HUYNH, Pr=- %0122 <br />❑ IRWIN J. 15ENSON, P.E. *49i5a <br />❑ ALI A55A5 HAKIM, P.E. #56-186 <br />TO TIC 16T OF 4E WaR'S itA #=GYM AND E3EV, M <br />STR►zlw& #'CANS AND 6PECRCATIM COMPLY UN TFE <br />fLORIDA BWLDM CME, SECTION V606 FOR 20 MPA 3 5"0 <br />Cd15T, DV00E `S' U XO f 12001 EDITIONJ. <br />146 URAU1Ni G AND D164N 16 VALID FOR 9 MWHS *1BR 74 <br />DATE 15 SKID AND SEALED. <br />SKID AND SEALED FOR iflE STR VI RAL fC7R M OF T46 <br />DRAM my. <br />� <br />g <br />�c <br />9 <br />X <br />n t\ <br />ffi <br />of <br />LLl <br />ax <br />O U <br />X 6 <br />p <br />Q <br />Q <br />m <br />Or 7DATE _ <br />05-18-02 <br />SCALE <br />AS NOTED <br />DRAWN BY <br />AUTOCAD FILE NAME <br />1771 <br />ENGINEER OF RECORD <br />D ANSCO <br />EN439> rEF-RI G, P.AA <br />SHEET DESCRIPTION : <br />ELEVATIONS D,E,,F <br />LOWER FRAMING <br />PLAN <br />n(0 <br />, <br />- - -� 01 � �. 1 ' �,m, i 1 , i I�`-Ti��li 7 �— I I <br />