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FJ <br />x <br />b 40 <br />4 <br />6 r <br />0 w <br />s� <br />12 <br />6 <br />V <br />�A: <br />HEEL. STUBBED <br />ADD' L 2 /4' FOR <br />PLYWOOD & RIBBONS <br />TYPICAL. WALL SECTION <br />(FOR HEELS HGT' S GREATER THEN ' -01/ ) <br />10 11211 <br />TYPICAL <br />FLOOR FRAMING <br />WALL. SECTION <br />LEFT ELEVATION <br />5I1'" P50N <br />TRU55 <br />TYPE <br />JOINT <br />LOCATION <br />UPL EFT <br />(LSS) <br />CONNECTION <br />QT`r. <br />GONN. <br />CAPACITY <br />FASTENERS** <br />PER CONN. <br />A3Cx <br />LEFT <br />1023 <br />H10 <br />2 <br />1-I00 <br />32-86 X 11/2° <br />RIGHT <br />1023 <br />H10 <br />2 <br />1100 <br />32-8d X 11/2, <br />MOTE: ALL OTHER TRUSS 15RG. CONNECTIONS ARE 5IMP50N META20 OR EQUAL <br />FOR MASONRY: SIMPSON Hi0 FUR FRAME- # HU62& FOR HUNG TRUssE5 <br />ON GIRDERS UNLE55 OTHERWISE NOTED. <br />THESE TRUSS UPLIFT VALUES ARE LESS THAN CONNECTION CAPACITY. <br />MASONRY <br />MF-TA20 <br />1 <br />1500 <br />14-10d X 11/2' <br />TIMBER <br />H10 <br />1 <br />850 <br />16-0d X 1ri2" <br />HUNG <br />1286 <br />20-106 x 3° <br />USP <br />TRUSS <br />TYPE <br />JOINT <br />LOCATION <br />UPLIFT <br />(L85) <br />CONNECTION <br />aTY. <br />GONN <br />CAPA01tY <br />FASTENERS** <br />PER CONN. <br />NOTE: ALL OTHER TRU55 5RG. CONNECTIONS ARE USP HTA20-18 OR EQUAL <br />FOR MASONRY: USP HCIO FOR FRAME: 4 TH026 FOR HUNG TRUSSES <br />ON GIRDERS UNLESS OT44ERlJISE NOTED. <br />THESE TRUSS UPLIFT VALUES ARE LE55 THAN CONNECTION CAPACITY. <br />MASONRY <br />HTA20-18 <br />1 <br />1500 <br />14-10d X 11/2" <br />TIM5ER <br />{-1C1Qi <br />1 <br />1065 <br />18-8d X 11/2 n <br />HUNG <br />TH029, <br />1 <br />1520 <br />1$-19>01 x 31/2 ° <br />* Double connectors to be placed diaeona llc to each other. <br />** Do not drive nails through the truss plate on the opposite side of the truss <br />which could Force the plate off the truss. <br />*** Mounted vertically <br />O <br />N <br />N <br />0 <br />0 <br />LR <br />C <br />i <br />a <br />10' —0" <br />12{'011 <br />t 1-0 11 <br />1- 1-7 <br />7if <br />ROOF FRAMN02 PLAN D, E$ F <br />9 /4" = 1*-0" <br />21 `-g1, 5PAN <br />LATEST DATE <br />1N PROCESS <br />REVISION DATE <br />DESCRIPTION <br />09/24/03 <br />i <br />03/27/03 <br />DCO #22-8 <br />2X4 STICK LUMBER <br />24" O.0 MAX <br />IN UNE WITH JACKS <br />16d GUN NAILS <br />DROPPED FLAT TOPS <br />OF HIPS FOR FRAMING <br />(GIRDER NOT DROPPED> <br />ROOF FRAMIWS NOTES-. <br />I. SEE SHEET 53.1 FOR SHINGLE INFORMATION <br />AND INSTALLATION IN5TRUCTION6 <br />5AMUEL A. GREEN53ERS, P.E_ *34245 <br />Q THU`E' H. HUyNH, P.E. %vn <br />❑ IRWIN J. 5EN50N, P.E. 04S-S& <br />AL I Aei5AS HAIGIM, P.E. *56-186 <br />TO IFE M6T OF TFE SEERS M De A?O M.IFY T�E <br />STidslGTlR& *0 5FECFCATI0N6 COMPLY WN T <br />R-OWA WLDM CME S 104 *06 FOR 90 M.i'A 3 8ECW <br />SST, RPOWE ` ' W ZOW (2001 EDiifO O, <br />TWIS DR 1N; *0 DE694 15 VALID FOR 12 M(%W 01ER T4 <br />DAB 16 8190 AND ee4M. <br />661ED 40 *4Z FOR T�E STid,ICTlRk PORTM OF TWS <br />DRAT" MY. <br />x3 <br />4 I <br />LA N <br />MX <br />w <br />�� <br />nv <br />x e <br />o0 <br />P <br />a <br />SP <br />C <br />I� <br />sCAI E : <br />AS NOTED <br />DRAWN DY : <br />BOLL VANCE <br />AUTOCAD FILE NAME <br />1771 <br />1 <br />ENGINEER OF RECORD <br />DANSCO <br />9ENGINIEUERIN0, P.A.. <br />SHEET DESCRIPTION : <br />ELEVATIONS D$E,F <br />ROOF FRAMING <br />PLAN <br />I <br />