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ATTENTION! <br />,w <br />M -r <br />REFER TO HIB-91 <br />Ti n MNen <br />crane gar. <br />TRUSS IS HELM IN E-1/4* <br />FOR BLOCKING & PLY -WOOD <br />BY OTHERS <br />DETA , I_ AA <br />5Ir 11~'S0N <br />TRUSS <br />TYPE <br />JOINT <br />LOCATION <br />UPLIFT <br />(L55) <br />CONNECTION <br />QTY. <br />CONN. <br />CAPACITY <br />FASTENERS** <br />PER CONN, <br />A3G <br />LEFT <br />1023 <br />PIP <br />2 <br />1100 <br />32-Sd X €1/2 u <br />RIGHT <br />1ID23 <br />H10 <br />2 <br />1-100 <br />32 -5d X 11/2 " <br />NOTE: ALL OTHER TRUSS BRCS. CONNECTIONS ARE SIMPSON META20 OR EQUAL <br />FOR M,45ONRY: 5IMP5ON H10 FOR FRAME: 4 HU62ro FOR HUNCH TRU55E5 <br />ON GIRDERS UNLE55 OTHERW15E NOTED. <br />THESE TRU55 UPLIFT VALUES ARE LESS THAN CONNECTION CAPACITY_ <br />MASONRY <br />META20 <br />i <br />1500 <br />4-10d X 1,/2 • <br />TIMBER <br />H10 <br />1 <br />850 <br />€ro-ad X 11/2 <br />HUNG <br />HUS29, <br />1 <br />1286 <br />20-106 x 3' <br />U5P <br />TRUSS <br />TYPE <br />JOINT <br />LOCATION <br />UPLIFT <br />(LBS) <br />CONNECTION <br />QTY. <br />CONN. <br />CAPACITY <br />FA5TENERS** <br />PER CONN <br />NOTE: ALL OTHER TRU55 15RG. CONNECTIONS ,4RE U5P HTA20-15 OR EQUAL <br />FOR MASONRY: USP HC10 FOR FRAME: 4 THD2(o FOR HUNG TRUSSES <br />ON GIRDERS UNLESS OTHERWISE NOTED. <br />THESE TRU55 UPLIFT VALUES ARE LESS THAN CONNECTION CAPACITY. <br />MASONRY <br />HTA20-€S <br />1 <br />€50ID <br />14-10d X 11/2' <br />TIMBER <br />HC10 <br />1 <br />1035 <br />18-8d X 11/2 <br />HUNG <br />THD26 <br />1 <br />1520 <br />18-16d x 31/2 <br />* Double connectors to be placed diagonally to each other. <br />** Do not drive nails through the truss plate on the opposite side of the truss <br />which could force the plate off the truss. <br />*** Mounted vertically <br />2 / _10// 10/ 10// <br />7 ____+_ <br />12 <br />25/ e// 13/ <br />38/ 8// <br />SCALE 3/16" =1' 0" <br />TRUSS IS <br />FOR BLOC <br />BY OTHER <br />1-5-31 <br />BRG, TOP @ <br />BETA I L DD <br />12 <br />OTHERS <br />7-5---14 <br />��5 fOP COV �X5tNL?N2 <br />t) TO DMI ON for 0r wkU <br />q MAPIING 50 , <br />moll <br />= <br />L� � 'AMEN pLaN D9 Eq F <br />1 <br />i <br />N <br />COY OT 5 <br />ROOF FRAMINCs NOTES; <br />1, SEE SHEET S3.1 FOR SHINGLE INFORMATION <br />AND INSTALLATION INSTRUCTIONS <br />❑ SAMUEL .4. GsR1rE:N8ER3, f-.1=_ 03424E , <br />❑ T4-1UY H. HUYNH, P.E_ %0122 <br />❑ IRWIN J. 5EN50N, P.E. *49iE,8 <br />❑ ,4L.I AE313AS 44KIM, P.E. w5go-Tinto <br />TO NE BMT CF M ENCs aR'6 WAED(FE AND BEEF, Tl E <br />STRUCtR& FLAMS AND 5FECRCATICKS COMPLY I TN M <br />FLORIDA BUILDINrx C00E, 5ECTI04 VoM FOR 120 KF9 3 5Et; O <br />GUR D(F� 15,11 Xae 12001 EDITION? <br />146 DRAiwIM4 AND DE66N 16 VALID FOR 2 "4 NS *IERR M <br />DATE 16 600 AND S1=ALW. <br />6&W 40 SEALED FOR M STRIZIWAL PORTION OF T46 <br />DRAM OPB..Y, <br />L�xtjj <br />AU_ <br />C <br />[A <br />"•^•' <br />f <br />i <br />� <br />Zr <br />u <br />zC <br />G <br />G <br />x B <br />p <br />m <br />ru <br />I <br />s <br />a <br />0 a <br />a <br />T9 <br />® <br />pg Q <br />o <br />O <br />® <br />o <br />a <br />DAIS <br />SCALE <br />AS NOTED <br />DRAWN BY : <br />BRLL, VANCL <br />AUTOCAD FILE NAME <br />1771 <br />ENGINEER OF RECORD <br />IDANSOO <br />ENGONEERING, P.A. <br />SHEET DESCRIP-RON : <br />ELEVATIONS ®,E,F <br />LOWER F ANN <br />PLAN <br />80)7 <br />0 1 <br />