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a4V <br />ca <br />C2 <br />a »- <br />a w <br />12 <br />\1 <br />co <br />0 <br />HEEL STUBBED <br />ADD" L 2 /4' FOR <br />PLYWOOD & RIBBONS <br />TYPICAL. WALL SECTION <br />(FOR HEELS HGT' S GREATER THEN 2' -0" > <br />-I- <br />r <br />10 1120 <br />TYPICAL <br />FLOOR FRAMING <br />WALL SECTION <br />LEFT ELEVATION <br />5 f MPSON <br />TRU55 <br />TYPE <br />JOINT <br />LOCATION <br />UPL IFT <br />(LSS) <br />CONNECTION <br />QT''r', <br />CONN. <br />CAPACITY <br />FASTENERS** <br />PER CONK. <br />A3G <br />LEFT <br />1023 <br />H10 <br />2 <br />1-100 <br />32-86 X 11/20 <br />RIGHT <br />1023 <br />H10 <br />2 <br />1100 <br />32-8d X 11/2" <br />NOTE: ,ALL OTHER TRUSS 5RG. CONNECTIONS ARE SIMPSON META20 OR EQUAL <br />FOR MASONRY: siMPsON Hi0 FAR FRAME: 4 HUs2b FOR HUNG TRUSSES <br />ON GIRDERS 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 11i2' <br />TIMBER <br />HIC <br />1 <br />650 <br />1&-8d X 11i2" <br />HUNG <br />HUS2� <br />1 <br />128ro <br />20-106 x 3" <br />U5P <br />TRUSS <br />TYPE <br />JOINT <br />LOCATION <br />UPLIFT <br />(L85) <br />CONNECTIONJ <br />QT T , <br />CONK <br />CAPACITY <br />FASTENE1ta** <br />PER CONN. <br />NOTE: ALL OTHER TRUSS 5RG. CONNECTIONS ARE USP HTA20-18 OR EQUAL <br />FOR MASONRY: USP HC10 FOR FRAME: 4 THD26 FOR HUNG TRUSSES <br />ON GIRDERS UNLESS OT4ERW16E 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 />T1MeER <br />HC10 <br />1 <br />1065 <br />18-9d X 0/2" <br />HUNG <br />TH02& <br />1 <br />1520 <br />18-19>d x 31i2 ° <br />* Double connectors to be placed dlagona Ily to each other. <br />** Do not drive nails throu53h the truss plate on the opposite side of the truss <br />wh1ch could force the plate off the truss_ <br />Mounted vertically <br />0 <br />\ v <br />0 <br />X> <br />A <br />0 -011 <br />5, -0" <br />15' -'P <br />ROOF FRAMN%`3 PLAN D, Eq F <br />1/4); = 1'---0„ <br />21' -8" SPAN <br />SPAN <br />LATEST DATE : <br />IN PROCESS <br />REVISION DATE <br />DESCRIPTION <br />09/24/03 <br />03/27/03 <br />DCO #22-8 <br />I <br />i <br />2X4 S11CK LUMBER <br />24 O.0 MAX <br />IN LINE W" JACKS <br />16d GUN NAU <br />DROPPED FLAT TOPS <br />OF HIPS FOR FRAMING <br />(GIRDER NOT D3ROPPED> <br />ROOF FRAMING NOTES: <br />1. SEE SHEET 53.€ FOR SHINGLE INFORMATION <br />AND INSTALLATION INSTRUCTIONS <br />❑ 6AMUEL A. GREENBERG, PE_ "34245 <br />O T4-!UUY H. HU'' N44, F.E. +orc,0122 <br />❑ IR11N J_ BENISON, P.E. 1049"156 <br />❑ AL I AfmA5 HAKIM, P.E. <br />TO T}E HEST OF M fddCdlEEK6 KNO� AMID 5ELIEF, TEE <br />SfR,1 IWA i'l." AND MSCATIM CO IRY WN TIC <br />FLORIDA WIDM CODE, *CTICN *06 MR 1'10 MPA 3 SE= <br />Cs1J<'iT, DFMFE `8° W ZaE > 2001 EDl10W <br />'iNIS DRAillNCs AND DES04 fS YXID FOR 12 MaM AHER T# E <br />VALE 15 81*? AND 6EALED. <br />66NED AND %4Z FOR M STI rRRA1.. PORTION OF T46 <br />DRAM ONLY. <br />L-d � <br />a <br />u� <br />7- <br />ffi83 <br />U <br />iig <br />U-1 <br />-��,{9nfP <br />® ^ <br />4' <br />�IiI <br />F O V <br />®� <br />nU <br />a <br />{ig <br />X a <br />o0 <br />@ <br />52 <br />trim <br />cea <br />& <br />c� <br />®� <br />PR <br />og <br />�-9 <br />�o <br />� <br />�> <br />9-45 <br />I <br />r� <br />DATE <br />SCALE : <br />1 <br />AS NOTED <br />DRAW(•! BY <br />BOLL VANCE <br />AUTOCAD FILE NAME <br />1771 <br />ENGINEER OF RECORD <br />SHEET DESCRIPTION <br />ELEVATIONS D,E,F <br />R <br />ROOF FRAMING <br />1 <br />PLAN <br />F <br />