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TRUSS IS HELD IN 2-1/4' <br />FOR BLOCKING & PLY -WOOD <br />BY OTHERS <br />27, -101, 10, 101, <br />12 12 <br />6 5, 25 <br />BLOCK SOLID <br />(/J/'�(/ BY OTHERS <br />/ <br />INT. BRG. TOP @ 12I -1-0 <br />BY OTHERS <br />DETAIL AA <br />51MPS0N <br />TRU55 <br />TYPE <br />JOINT <br />LOCATION <br />UPLIFT <br />(LBS) <br />CONNECTION <br />QTY. <br />CONN. <br />CAPACITY <br />1`A6TENER6** <br />PER CONN, <br />A3G <br />LEFT <br />1023 <br />40 <br />2 <br />1i00 <br />32-86 X 11/2' <br />RIGHT <br />1023 <br />H10 <br />2 <br />1i00 <br />32-Sd X 11/2" <br />NOTE: ALL OTHER TRU53 5RG. CONNECTIONS ARE SIMPSON META20 OR EQUAL <br />FOR MASONRY- 5IMP50N HIO FOR FRAME: 4 HU526 FOR HUNG TRU55E5 <br />ON GIRDER5 UNLESS OTHERWISE NOTED. <br />THESE TRU55 UPLIFT VALUES ARE LESS THAN CONNECTION CAPACITY. <br />MASONRY <br />META20 <br />i <br />1500 <br />14-10d X 1112' <br />TIMBER <br />H10 <br />I <br />a50 <br />fro -Sd X 11/2" <br />HUNCz <br />HU826, <br />1 <br />1286 <br />20-10d x 3' <br />U5F <br />TRUSS <br />TYPE <br />JOINT <br />ILOCATION1 <br />UPLIFT <br />(LBS) <br />CONNECTION <br />QTY, <br />GONNI <br />1CAf=ACITYj_.__PER <br />FASTENERS** <br />CONN. <br />NOTE: ALL OTHER TRUSS BRG. CONNECTIONS ARE U5P HTA20-18 OR: EQUAL <br />FOR MASONRY: USP HC10 FOR FRAME: 4 THD2(o FOR HUNG TRIJ69E8 <br />ON GIRDERS UNLESS OTHERWISE NOTED. <br />THESE TRUSS UPLIFT VALUES ARE LE58 THAN CONNECTION CAPACITY. <br />MASONRY <br />HTA20-18 <br />1 <br />1500 <br />14-10d X 11/2' <br />TIMBER <br />HC10 <br />1 <br />1211-95 <br />18-56 X 0/2 g <br />HUNG <br />TH02ro <br />1 <br />1520 <br />18-16d x 31/2" <br />* Double connectors to be placed diaeonally to each other. <br />** Do not drive halls through the truss plate on the opposite side of the truss <br />which could force the plate off the truss. <br />*** Mounted vert i ca 11�j <br />12 <br />Q 6 <br />C2 TRUSS <br />FOP, 51p0N6i3ACK TYPE <br />21' -8" <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 <br />2X4 TOP RIBBON <br />& 3/4' PLY --WOOD <br />TYPICAL AT I NT, BRG` S <br />BY OTHERS, <br />t.J 8 / 8 ` <br />SCALE. 3/16// =1' 0" <br />TRUSS IS <br />FOR BLOC <br />BY OTHER <br />1-5-3 <br />BRG, TOP @ <br />�I <br />121 - -- �..�rt 5' ---- -'� <br />DETAIL. DD <br />11 <br />1 � 1-4--1 2 <br />i <br />Ln <br />OTHERS <br />7-5--14 <br />)�5 Top COM �X5SNM2 <br />0fO �M, ON fOP OF Wl <br />q r3 RING 50LIR <br />a <br />13' -0" <br />L(WEF FRAN 1U" PKAN Dp E� F <br />1 /4=' = 1$-011 <br />i• <br />•a <br />m <br />M <br />—!N <br />N <br />6Y OTC tr'5 <br />i <br />13 <br />ROOF FRAMING NOTES: <br />I. SEE SHEET 53.1 FOR SHINGLE INPORM,4TlON <br />AND INSTALLATION INSTRUCTIONS <br />❑ SAMUEL. A. GREENeERCx, I-.E_ 034245 <br />❑ T#-€t. Y H. HUYNH, Frm- %0122 <br />❑ I WIN J. BENSON, P.E. 049-t58 <br />❑ AL I A5l3,A5 HAIGII" 1, P.E. *56-f a6 <br />t41NE M6T OF T!$ »IeR$ fQ+ AWa AND 1 aIEF TIE <br />SiRiCtW& PL" AND 6KCIRCATIM CC1FLY U114 II E <br />fLORIDA 5WLDIWs CODE, SECTICO 160b FOR 120 MP14. 3 5E•CCOD <br />Cist, Ewftm V m MW l2001 EDiTM <br />TWS DRA ING AND DBKN IS VALiD FOR E � Afit� T E <br />DATE IS SD AND SEALED. <br />SKID AND SEALED FOR T# E STRt1C1t1RdtL. FmICN op TWs <br />DRAU% MY. <br />fi <br />z C �[tj <br />N <br />Oh <br />:r X <br />6 C <br />z <br />^ <br />W <br />WD <br />F <br />ILCi <br />� <br />nU <br />j <br />¢� <br />A]p (1S�j <br />4 ff <br />x [ <br />a <br />1 <br />�(4 <br />C4444 <br />'4 <br />e <br />e <br />a <br />• <br />c� <br />9 <br />5 <br />Q <br />rag <br />DATE <br />SCALE <br />AS NOTED <br />DRAWN BY : <br />BOLL VANCE <br />AUTOCAD FILE, NAME <br />1771 <br />ENGINEER OF RECORD <br />IDANSOO <br />ENGENEERI GI, P.A. <br />SHEET DESCRIPTION : <br />ELEVATIONS ®,E,F <br />LOWER FRANNG 1 <br />PLAN <br />no <br />