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NGINEERED WOOD TRUSSES <br />PLYWOOD SHEATHING, SEE <br />24" O/C, SUBMIT SHOP <br />"ROOF/WALUFLOOR <br />RAWINGS FOR REVIEW <br />SHEATHING <br />AND APPROVAL <br />FASTENER SCHEDULE" <br />PLYWOOD SHEATHING, SEE <br />2) USP HTA18 TRUSS ANCHOR <br />"ROOF/WALLIFLOOR <br />H (9)10d x l 1/7' NAILS TO <br />SHEATHING <br />RLISS EA. PROVIDE 4"MINIMUM <br />NOTE: FOR (A) WISINGLE <br />FASTENER SCHEDULE" <br />GNCRETE EMBEDMENT. DBL <br />PLY, A PT SYP #2 TX6'X4'-0" <br />A-(1)USP HTA16 TRUSS ANCHOR WITH (9) <br />TRAP, i EACH SIDE WRAPS UP <br />MAY BE ADDED W/ 10d <br />10d x 1 12" TO TRUSS. FL#17880 <br />NO OVER TRUSS (NOT <br />NAILS, 2 ROWS, 3' O/C TO <br />S-(2) USP HTA16 TRUSS ANCHOR WITH (9) <br />HOWN) <br />FACILITATE 24'LY <br />106 z 1 1/7' TO TRUSS EA STRAP. FL#17680 <br />SED IN CONJUNCTION WITH <br />CONNECTOR, <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />EAVY UPLIFT CONNECTOR <br />OVER TRUSS (NOT SHOWN) <br />L#17%0 <br />(A) USP LG72 W/ (5) 1/4'XJ" POWERS WEDGE <br />lx2, 2x WOOD FASCIA <br />BOLT& (16) 16 GALV. NAILS TO TRUSS (2PLY) <br />SEE ARCHITECTURAL <br />#FL17240 (NOT SHOWN) <br />x <br />22x SECURED VW (3)18d <br />(B) USP RFUS STEEL CONNECTOR WITH (4) <br />COMMON NAILS. ENGINEERED WOOD <br />"WEDGEBOLTS AND <br />Ix2 SECURED W/ 10d TRUSSES 024"O/C, <br />2x WOOD FASCIA <br />(12) <br />(12) WS3 SCREWS. FL#8223 <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />SE <br />SEE ARCHITECTURAL <br />17, O/C FOR REVIEW <br />2x SECURED W/ (3)16d <br />AND APPROVAL <br />GALV. COMMON NAILS. <br />IF 4 BOLTS ARE USED <br />1x2 SECUREDWd 10d <br />MASONRY BOND ENSURE THAT CELLS ARE GROUTED <br />GALV. COMMON NAILS <br />BEAM SOLID, B" EACH WAY OF BOLTS <br />MASONRY BOND BEAM <br />17, O/C <br />SEE SCHEDULE <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:3980 LBS, L1785 LBS (2PLY) <br />A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) <br />B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEOGE SOLTS IN RFUS) <br />B ALLOWABLE UPLIFT = U:2430 LBS, L1310LBS (2 STRAPS) <br />TRUSS/ <br />S(SYPICAL <br />SCALE: `""'� <br />TYPICAL ROOF <br />GLYI-RDER CONNECTORS) <br />2A 2B <br />SAL 3#-, <br />GIRDER CONNECTORS) <br /># 1175 UPLIFT USP <br />HTWM20 W/1010d TO <br />TRUSS AND (4)1/4" x 2 1/4" <br />TAPCONS TO CCNT <br />POURED LINTEL <br /># 1900 UPLIFT (2) USP <br />HTWM20 INSTALLED ON <br />OPPOSITE FACES OF <br />BLOCK WALL W11010d TO <br />TRUSS AND (4) 1/4" x 2 1/4" <br />TAPCONS TO CONT <br />POURED LINTEL <br />PRE-ENG TRUSS <br />CONTINUOUS BOND BEAM <br />TAP CONS MIN. 7 <br />COVER 2" APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />SCALE: 3/4"=1'-0" <br />(2) 2X4 No-SYP DIAG. 2x4 BLOCKING BETWEEN <br />3/4" T & G SUBFLCOR GLUED AND <br />BRACE W/ (3) 12d 0 Ilk TRUSSES WHERE <br />SCREWED AS PER SCHEDULE <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />20 GAUGE <br />COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING <br />N 1OdAl <br />W/ 10dx1/2 HPG COMMIX) NAILS. <br />SEAMS) <br />0'-0" TO 30'-0" (1) "X" BRACE <br />(M EACH END TOTAL OF 10 <br />30'4" TO 60'-0 (3)'X- BRACE ECURE 2x8 PT. PLATE <br />(1) "X" BRACE Q CENTER TO BLK W412" DIA <br />FLOOR <br />(2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7' <br />GIRDER <br />FROM CENTER TO END. WASHER SET IN HIGH <br />2x WOOD FASCIA, STRENGTH EPDXY 6' <br />PULOOR <br />SEE ARCHITECTURAL MIN. EMBED. AT 37'OC <br />MAX <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />P.T. PLATE W/ 12d's 8' <br />TRUSS <br />114 <br />STIFFBACK (AS PER O.C. MAX <br />M BOARD OR 12' HIGH <br />TRUSS ENG) ONT. 2x4 SECURED W/ <br />CLG. BOARD <br />(2) 10d's ® EACH TRUSS <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />TO BE INSTALLED <br />16d TOENAILS <br />1 D'-0" O.C. MAX. <br />DOUBLE TOP PLATE <br />8' A.B. WITH <br />BEDMENT <br />(20) 16d z <br />SEE SCHEDULE FOR <br />2x4 OR 2x6 WOOD BEARING <br />S TO POST. <br />BEAM REOPLANS <br />WALL W/ SVP No 2 STUDS SEE <br />IRECTYBOND <br />FOR SPACING. SINGLE <br />LIT <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL TOP PLATE <br />PROVIDE BLOCKING <br />12" GYP. WL. BD, <br />BLOCK WALL W/ GABLE END <br />0 F <br />PRE-ENG'D TRUSS SCALE: �'4"=''- <br />GIRDER/WOOD POST CONNECTIONS <br />'a<•. <br />"+ SCALE: 3/4"=1'-0' <br />FLOOR TRUSS CONNECTION L.B.W. <br />4 BQALE vl B" (NO UPLIFT) <br />OUTER 1/3 OF <br />SPAN ONLY <br />BTM. - <br />PLATE <br />DEPTH 1/4'0 <br />—HOLE EDGE>5W <br />—HOLE DIAMETER <br />2/5'D SGL. STUD <br />HOLE EDGE -SS' <br />HOLE DIAMETER <br />< 3/5-D DBL. STUD <br />STUD NOTCHING <br />AND BORING LIMITS <br />$ SCALE: 1 117.1'-0' <br />A - USP THDH26 G < 1200 LBS, U < 1280 LBS W/ (1) 3/N" USP WEDGE-BOLT/J-BOLT, 5' MIN. <br />EMBED (20) 1Bd GALV. COMMON NAILS AND (8) 16d VALV. COMMON NAILS. FL#17232 <br />B - USPTHDH26 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4'" USP WEDGE-BOLT/J-BOLT, 5' MIN. <br />EMBED (20) 18d GALV. COMMON NAILS AND (10)18d VALV. COMMON NAILS. FL#17232 <br />C - USP THDH28-2 G < 2400 LBS, U < 2560 LBS W 12) 3M'" USP WEDGE-BOLT/J-BOLT, S. MIN. <br />EMBED (36) 16d GALV. COMMON NAILS AND (10) 16d VALV. COMMON HALE. FL#17232 <br />D - USP THDH28-2 G < 4800 LBS, U < 2650 LBS W/ (4) 3/4'" USP WEDGE43OLT/J43OLT, 5" MIN. <br />EMBED (36) 18d GALV. COMMON NAILS AND (10)18d VALV. COMMON NAILS. FL#17232 <br />E - USP THDH28-3 G < 4800 LBS, U < 2650 LBS WY (4) 3/4- USP WEDGEAOLT/J-BOLT, 5" MIN. <br />EMBED (36) 16d GALV. COMMON NAILS AND (10)18d VALV. COMMON NAILS. FL#17232 <br />WOOD LEDGER <br />O ATTACHMENT DETAIL <br />SCALE: 3/4'=1'-0" <br />5'EDGE <br />CENTRAL <br />SPACING <br />SPACING <br />SEE <br />SEE <br />HEDUL <br />SCHEDULE =FRAM <br />SEE SCHEDULE FOR BOLT SIZE <br />SEE LEDGER SCHEDULE <br />5 12" MIN. EMBED. (TYP) <br />1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE <br />PLACED INTO GROUTED CELLS, 8' ALLAROUND <br />ear. <br />e <br />2. END OF FRONT AND REAR LEDGER SHOULD <br />°0 _Z <br />LAP A MIN OF 44'. <br />1 ALL BOLTS TO HAVE WASHERS <br />Z <br />4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY <br />oa <br />CLOSER THAN 6' O/C. <br />5. IN LIEU OF HILTI PAF'S, 1/4" DIA x 3' MASONRY <br />(2) _ PT <br />SCREWS (TAPCONS) MAY BE USED, SAME <br />LEDGER SCHEDULE <br />MARK <br />SIZE <br />BOLTSIZE <br />WEDGESPACNO <br />CEffAVACM <br />A <br />DOUBLE 2x8 <br />1/2, <br />8" Ole <br />16, O/C <br />B <br />DOUBLE 21(8 <br />3/4' <br />8" O/C <br />24" O/C <br />C <br />DOUBLE 2x10 <br />1171 <br />8" C/C <br />16' O/C <br />D <br />DOUBLE 2110 <br />3/4' <br />8" /c <br />O <br />24" OC <br />E <br />DOUBLE 2110 <br />314" <br />6" /C <br />18"O/C <br />F <br />DOUBLE 2x12 <br />3/4" <br />70. <br />a10 WOOD LEDGER DETAIL <br />SCALE: 3/4"=l'-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 (F1 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 TOWAND 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, Ft, <br />AND F2 FORCES ALL AT THE SAME TIME, FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO Fl AND F2 FORCES. <br />11 ALTERNATE MATERIALS <br />scALE: as°=r-Ir' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-7744078 <br />FAX: 407-774.4078 <br />www.abdesWwgroup.00m <br />AA #: 0003325 J <br />OOR at LOTI <br />SILVERADO <br />LOT #11 <br />BLK" #12 <br />PAOn=T* <br />04 28. 0 - 11 1 <br />�coa�.L <br />4EHB <br />"2605- HAYDEN" <br />OA3LAGZ STIZZIM <br />LEFT <br />PAGlh <br />DETAILS <br />150 MPH EXP..B) <br />!0 A ABOUCHACRA <br />AR NO 907= A <br />(D �T 11/15/18 1 <br />OCALS: 1/4-=1'-0" <br />as�T <br />S3.1A <br />