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NGGNEERED WOOD TRUSSES <br />PLYWOOD SHEATHING, SEE <br />24" O/C, SUBMIT SHOP <br />"ROOF/WALLIFLOOR <br />RAWINGS FOR REVIEW <br />SHEATHING <br />ND APPROVAL <br />FASTENER SCHEDULE" <br />PLYWOOD SHEATHING, SEE <br />2) USP HTA16 TRUSS ANCHOR <br />"ROOF/WALL/FLOOR <br />TH (9) 10d x 1 1/7' NAILS TO <br />SHEATHING <br />RUSS EA. PROVIDE 4"MINIMUM <br />NOTE: FOR (A) W/ SINGLE <br />FASTENER SCHEDULE' <br />QNCRETE EMBEDMENT, DBL <br />PLY, A PT SYP #22'XV'X4'-0" <br />A-(1)USP HTA16 TRUSS ANCHOR WITH (9) <br />TRAP, 1 EACH SIDE WRAPS UP <br />MAY BE ADDED WI 10d <br />I Od x 1 12" TO TRUSS. FL#17680 <br />D OVER TRUSS (NOT <br />NAILS, 2 ROWS, 3" C/C TO <br />B-(2) USP HTA16 TRUSS ANCHOR WITH (9) <br />SHOWN) <br />FACILITATE2-PLY <br />10d x 1 1/2" TO TRUSS EA STRAP. FL#77880 <br />SED IN CONJUNCTION WITH <br />CONNECTOR. <br />DEL STRAP, 1 EACH SIDE WRAPS UP AND <br />EAVY UPLIFT CONNECTOR <br />OVER TRUSS (NOT SHOWN) <br />L#17680 <br />LUG72 W/ (5)1/4h,T POWERS <br />1x2, 2x WOOD FASCIA <br />WED <br />WEDGE BOLT& (16) 16 GALV. NAILS TO <br />SEE ARCHITECTURAL <br />TRUSS (2PLY) #FL17240 (NOT SHOWN) <br />3x SECURED Wf (3) led <br />(B) USP RFUS STEEL CONNECTOR WITH (4) <br />GALE. COMMON NAILS. ENGINEEREDWOOD <br />3/4"x6" WEDGE BOLTSAND <br />11x2 SECURED WM tOd TRUSSES 0 24" O/C, <br />WOOD FASCIA <br />(12) WS3 SCREWS FL45223 <br />'GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />SEE <br />SEE ARCHITECTURAL <br />�17 O/C FOR REVIEW <br />2x SECURED W18d <br />AND APPROVAL <br />GALV. COMMONN NAILS. <br />AILS. <br />IF 4 BOLTS ARE USED <br />tx2 SECURED WI IDd <br />MASONRY BOND ENSURE THAT CELLS ARE GROUTED <br />GALV. COMMON NAILS <br />BEAM SOLID, 8" EACH WAY OF BOLTS <br />MASONRY BOND BEAM <br />12' O/C <br />SEE SCHEDULE <br />SEE SCHEDULE <br />A <br />ALLOWABLE UPLIFT = U:3980 LBS, 1-:1765 USE (2PLY) <br />A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) <br />B <br />ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) <br />B ALLOWABLE UPLIFT = U:2430 LBS, L1310LBS (2 STRAPS) <br />TYPICAL TRUSS/ <br />1A 16 SDALE 34"=1'-D' <br />TYPICAL ROOF <br />GIRDER CONNECTOR(S) <br />2A 2B <br />scALE:34"=r-a' <br />GIRDER CONNECTOR(S) <br /># 1175 UPLIFT USP <br />HTWM20 W/1010d TO <br />TRUSS AND (4) 1/4" x 2 1/4' <br />TAPCONS TO CONT <br />POURED LINTEL. <br />1111900 UPLIFT (2) USP <br />HTWM20 INSTALLEDCN <br />OPPOSITE FACES OF <br />BLOCK WALL W/1010d TO <br />TRUSS AND (4) 1/4" x 2 114" <br />TAPCONS TO CONT <br />POURED LINTEL <br />PRE-ENG TRUSS <br />CONTINUOUS BOND BEAM <br />TAP CONS MIN. Z' <br />COVER 2" APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />(2) 214 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />3/4" T & G SUBFLOOR GLUED AND <br />BRACE W/ (3)12d ®EA TRUSSES WHERE <br />SCREWED AS PER SCHEDULE <br />TRUSS(DIAG. BRACE TO X-BRACING IS PRESENTAT <br />COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING <br />LSTA12 20 GAUGE <br />SEAMS) <br />W/ 10dxl2 HPG COMMON NAILS. <br />0'-0" TO 30'-0" (1)'9P BRRQUALLY <br />EACH END TOTAL OF 10 <br />30'-1" TO 60'-0 (3) W BE SECURE 2xe PT. PLATE <br />(1) "X" BRACE Q CENTTO BLK 1N/ 12" CIA <br />FLOOR <br />(2) "X" BRACE DIVIDED ANCHOR BOLT W12' <br />GIRDER <br />FROM CENTER TO END. WASHER SET IN HIGH <br />2. WOOD FASCIA, STRENGTH EPDXY S' <br />SEE ARCHITECTURAL MIN. EMBED. AT 32"OC <br />MAX <br />PRE-ENG GABLE TRUSS SECURE GABLE T02K8 <br />P.T. PLATE WY 12d's S' <br />PRE-ENG FLOOR TRUSS <br />STIFFBACK (AS PER O.C. MAX <br />5/8" GYPSUM BOARD OR 12' HIGH <br />TRUSS ENG) ONT. 2x4 SECURED W/ <br />STRENGTH Cl-G. BOARD <br />(2) 108s Q EACH TRUSS <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />TO BE INSTALLED <br />16d TOENAILS <br />10'-0" O.C. MAX <br />DOUBLE TOP PLATE <br />HTT4 W/ 5/8" A.B. WITH <br />MIN. 7" EMBEDMENT <br />TO SLAB )18tl x <br />SE E SCHEDULE FOR <br />2x4 OR 2x6 WOOD BARING <br />2-12' NAIO POST. <br />�SIT <br />BOND 13AM REO. <br />WALL W/ SYP No 2 STUDS SEE <br />POST TO IRECTLY <br />PLANS FOR SPACING. SINGLE <br />ON SLAB <br />BTM. PLATE TO BE FT. <br />PROVIDE DEL. TOP PLATE <br />PROVIDE BLOCKING <br />. 41 <br />12" GYP. WL. BD. <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE 3/4''=1'-0" <br />GIRDER/WOOD POST CONNECTIONS <br />4 FLOOR TRUSS CONNECTION L.B.W. <br />sGaLE:3/4"=,'-0' (NO UPLIFT) <br />DEPTH 1/4"D <br />—HOLE EDGE>S/8" <br />—+TOLE DIAMETER <br />2/5"D SGL. STUD <br />OUTER 1/3 OF <br />SPAN ONLY <br />STM. - <br />PLATE <br />STUD NOTCHING <br />8 AND BORING LIMITS <br />SCALE: 1 1/T=1'-0' <br />EDGE>5/8" <br />C - USP THDH28-2 G - 2400 LBS, U < 2560 LBS W/ (2) 3/4" WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED (36) 16d GALV. COMMON NAILS AND (10) 16d VALV. COMMON NAILS. FL#17232 <br />HOLE DIAMETER D - USP THDH28-2 G � 4800 LBS, U • 2650 LBS W/(4) 3/4'" WEDGE-BOLT/J4SOLT, 5" MIN. <br />. 3/5•0 DBL. STUD EMBED (36) 18d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 <br />E - USP THDH28-3 G • 4800 LBS, U < 2650 LBS W/(4) 391° WEDGE-BOLT/J-BOLT, 6" MIN. <br />EMBED (36) 16d GALV. COMMON NAILS AND (10) IN VALV. COMMON NAILS. FL#17232 <br />WOOD LEDGER <br />ATTACHMENT DETAIL <br />9 SCALE: 314"=l'-D' <br />5' EDGE CENTRAL 2" MAX WEDGE <br />SPACING SPACING OPEN WEBTRUSS SPACING <br />SEE SEE <br />HEDUL SCHEDULE SEE FRAMIN.PLAN TYP TYP P LBMRD <br />BOARD IOR <br />• • • • END OF <br />• • • • • • • • • LEDGER SD) <br />:E SCHEDULE FOR SEE LEDGER W Eon LEDf3ER BOARD TO BE <br />XT SIZE 512' SCHEDULE USED NTH O.W.T. <br />N. EMBED. (TYP) 1. ENSURE THAT EXP. <br />BOLTS/J-BOLTS ARE PLACED <br />INTO GROUTED CELLS, 8" FRONT <br />ALL AROUND BOLT. LEDGER <br />2. END OF FRONT AND REAR I <br />Z LEDGER SHOULD LAP A MIN = Z <br />3, ALL BOLTS TO HAVE SYP Pf <br />z WASHERS i <br />°o g 4. EXP. BOLTSIJ-BOLTS m i <br />(2) 2X6 SHOULD NOT BE ANY REAR <br />SYP PT CLOSER THAN 6" O/C. LEDOER <br />FLOOR JOIST LEDGER SCHEDULE <br />MARK <br />ISIZE <br />IBOLTSIZE <br />MH.M'DDMMMCE <br />CMIIRALBPAtMq <br />A <br />DOUBLE 2x8 <br />12' <br />8" <br />18" O/C <br />E <br />DOUBLE 2110 <br />(2) 314" <br />8" <br />21 O/C <br />WOOD LEDGER DETAIL <br />10 SCALE: 3/4"=1'-0" <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />USED SO LONG AS THEY CONFORM TO THE <br />FOLLOWING <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS <br />EQUIVALENT OR GREATER UPLIFT AND LATERAL IF AND F2) LOAD CAPACITIES <br />AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND <br />ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE <br />THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO <br />A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F7, <br />AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WND ARE <br />SUBJECT TO F1 AND F2 FORCES. <br />11 ALTERNATE MATERIALS <br />SCALE: 3/4"=1'-0" <br />J.44J. N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />•iJaDIV. Ae IA1! <br />SILVERDADO <br />LOT #23 <br />BLK #7 <br />PilOJEOT <br />4 2 . -23 7 <br />�tODE7t <br />4EHB <br />"2605- HAYDEN" <br />GARAGE 8WDIG: <br />RIGHT <br />PAGE: <br />DETAILS <br />50 MPH EXP. <br />