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NGINEERED WOOD TRUSSES <br />PLYWOOD SHEATHING, SEE <br />24" O/C, SUBMIT SHOP <br />"ROOF/WALL/FLOOR <br />RAWINGS FOR REVIEW <br />SHEATHING <br />NO APPROVAL <br />FASTENER SCHEDULE" <br />PLYWOOD SHEATHINQ SEE <br />2) USP HTA16 TRUSS ANCHOR <br />'ROOF/WALUFLOOR <br />TH (9) 10d x 1 12' NAILS TO <br />SHEATHING <br />RLISS EA. PROVIDE 4" MINIMUM <br />NOTE: FOR (A) VW SINGLE <br />FASTENER SCHEDULE" <br />ONCRETE EMBEDMENT. DBL <br />PLY, A PT SYP 027X6'1(44T <br />A-(1)USP HTA16 TRUSS ANCHOR WITH (9) <br />TRAP, 1 EACH SIDE WRAPS UP <br />MAY BE ADDED VW 10d <br />10d x 1 12" TO TRUSS. FL#117680 <br />ND OVER TRUSS (NOT <br />NAILS, 2 ROWS, 3' OAC TO <br />B-(2) USP HTA16 TRUSS ANCHOR WITH (9) <br />FACILITATE 24-LY <br />10d x 1 1/7' TO TRUSS EA STRAP. FL#17B80 <br />SOWN) <br />SOWN) <br />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#17680 <br />(A) LISP LGT2 W/ (5) 1/4'k3" POWERS HEDGE <br />x2, 2x WOOD FASCIA <br />BOLT& (16) 16 GALV. NAILS TO TRUSS (2PLY) <br />SEE ARCHITECTURAL <br />#FL17240 (NOT SHOWN) <br />N SECURED W1(3I 18d <br />USP RFUS STEEL CONNECTOR WITH (4) <br />3ALV. COMMON NAILS. ENGINEERED WOOD <br />3/4 <br />3/4"xe" WEDGE BOLTS AND <br />x2 SECURED WV'tOtl TRUSSES 24" O/C, <br />1z2, 2z WOOD FASCIA <br />(12) WS3 SCREWS FU18223 <br />]ALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />SEE ARCHITECTURAL <br />T O/C FOR REVIEW <br />2x SECURED W/ (3)16d <br />AND APPROVAL <br />GALV. COMMON NAILS. <br />IF 4 BOLTS ARE USED <br />1.2 SECURED W910d <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 ALLOWABLE UPLIFT = U:3980 LBS, L1785 LBS (2PLV) <br />A ALLOWABLE UPLIFT = U:1870 LBS, L710LBS (1 STRAP) <br />B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) <br />B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) <br />TYPICAL TRUSS/ <br />1A 16 <br />TYPICAL ROOF <br />GIRDER CONNECTOR(S) 5CALE 4!'=1 <br />?A 26 <br />SCALE: <br />GIRDER CONNECTORS) <br /># 1176 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 /># 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 i/4" <br />TAPCONS TO CONT <br />POURED LINTEL <br />PRE-ENG TRUSS <br />CONTINUOUS BOND BEAM <br />TAP CONS MIN. 2' <br />COVER 2" APART <br />REPAIR OF MULTIPLE <br />3 MISPLACED EMBEDDED TRUSS ANCHOR <br />SCALE: 3/4"=1'-a' <br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />3/4" T & G SUBFLOOR GLUED AND <br />BRACE W/ (3) 12d 0 EA TRUSSES WHERE <br />SCREWED AS PER SCHEDULE <br />TRUSS(DIAG. BRACE TO X-BRACING IS PRESENTAT <br />LSTA1220 GAUGE <br />COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING <br />W/ 10dxl2 HPG COMMON NAILS. <br />SEAMS) <br />0'-0" TO 30'-0" (1)'9P BRACE <br />C EACH END TOTAL OF 10 <br />30'-1" TO 80'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE <br />(1) "X" BRACE 0 CENTER TO BLK W/ CIA <br />FLOOR <br />(2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" <br />L W/ <br />GIRDER <br />41 <br />FROM CENTER TO END. WASHER SET IN HIGH <br />— <br />2x WOOD FASCIA, STRENGTH EPDXY &' <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 />PRE-ENG FLOOR TRUSS <br />STIFFBACK (AS PER O.C. MAX <br />518. GYPSUM BOARD OR 12' HIGH <br />TRUSS ENG ) ONT. 2x4 SECURED W/ <br />STRENGTH CLG. BOARD <br />(2) tOtl's it EACH TRUSS <br />SECURE TRUSS TO TOP PLATE W I2) <br />TO BE INSTALLED a <br />Nil 16d TOENAILS <br />10'-0" O.C. MAX. <br />DOUBLE TOP PLATE <br />6 A.B. WITH <br />BEDMENT <br />(20)16d x <br />SCHEDULE FOR <br />SEEBOND <br />2x4 OR 2x6 WOOD BEARING <br />S TO POST. <br />BEAM REO <br />WALL W/ SYP No 2 STUDS SEE <br />DIRECYPLANS <br />FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />4'T <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />12"GYP. WL 80. <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE 3/4`1'-0° <br />GIRDER1WOOD POST CONNECTIONS <br />5 <br />. <br />SCALE: 3W=V-0' <br />4 FLOOR TRUSS CONNECTION @ L.B.W. <br />scALE: as"=r-a' (NO UPLIFT) <br />OUTER 1/3 OF <br />SPAN ONLY <br />BTM. — <br />PLATE <br />DEPTH 114"D <br />—HOLE EDGE>5/9' <br />—HOLE DIAMETER <br />< 2/5"13 SGL. STUD <br />STUD NOTCHING <br />$ AND BORING LIMITS <br />EDGE>5/6' <br />HOLE DIAMETER <br />< 3/5'0 DBL. STUD <br />A - USP THDH26 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4' USP WEDGE-BOLT/J-BOLT, 5' MIN. <br />EMBED (20) 16d GALV. COMMON NAILS AND (8) 16d VALV. COMMON NAILS. FL#17232 <br />B - USPTHOH26 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4" USP WEDGEAOLT/J-BOLT, S" MIN. <br />EMBED (20) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 <br />C - USP THDH28-2 G < 2400 LBS, U < 2560 LBS W/ (2) 3/4- USP WEDGE-BOLT/J-BOLT, S" MIN. <br />EMBED (36) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 <br />D - USP THDH28-2 G < 4800 LBS, U < 2650 LBS W/ (4) WN" USP WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED (38) 18d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 <br />E - USP THDH28-3 G < 4800 LBS, U < 2850 LBS VW (4) 3(4- USP WEDGE-BOLT/J43OLT, 5' MIN. <br />EMBED (36) 18d GALV. COMMON NAILS AND (10)16d VALV. COMMON WAILS. FUMT232 <br />WOOD LEDGER <br />9 ATTACHMENT DETAIL <br />SCALE: 3/4"=1'-0' <br />D-= <br />5'EDGE <br />CENTRAL <br />SPACING <br />SPACING <br />SEE <br />SEE TR <br />HEDUL <br />SCHEDULE SEE FRAMING PLAN <br />SEE SCHEDULE FOR BOLT SIZE <br />SEE LEDGER SCHEDULE IQj <br />5 12" MIN. EMBED. (TYP) <br />1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE <br />PLACED INTO GROUTED CELLS, 8' ALL AROUND <br />BOLT. <br />Z <br />2. END OF FRONT AND REAR LEDGER SHOULD <br />°D <br />LAP A MIN OF 4'4'. <br />3, ALL BOLTS TO HAVE WASHERS <br />= <br />j§ <br />4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY <br />to <br />CLOSER THAN 6' O/C. <br />5. IN LIEU OF HILTI PAPS, 1/4" DIA x 3" MASONRY <br />(2) _ PT <br />SCREWS (TAPCONS) MAY BE USED, SAME <br />LEDGER SCHEDULE <br />MARK <br />SIZE <br />BOLT SRE <br />EDGEV ILIA' <br />CORM WACM <br />A <br />DOUBLE 2.9 <br />12" <br />8" CAC <br />16' O/C <br />B <br />DOUBLE 2x8 <br />3/4" <br />W O/C <br />24" O/C <br />C <br />DOUBLE 2K10 <br />1/2, <br />8" O/C <br />16, O/C <br />D <br />DOUBLE 2K10 <br />314" <br />8" or <br />24" OTC <br />E <br />DOUBLE Z110 <br />3/P' <br />6" CAC <br />18' O/C <br />F <br />DOUBLE 2K12 <br />3/4" <br />6" O/C <br />I 12 O/C <br />s <br />WOOD LEDGER DETAIL <br />SCALE: 3/4"=T-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 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, F1, <br />AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO F1 AND F2 FORCES. <br />11 ALTERNATE MATERIALS <br />SCALE: 3J4"=1'-0' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6079 <br />FAX: 407-774-4078 <br />www.a bdesig iWoup.dom <br />L AA #: 0003325 <br />h <br />8 <br />b <br />O <br />3�` <br />R <br />a <br />--1 <br />OUNDIR & LOTS <br />SILVERADO <br />LOT #51 <br />BLK. # 6 <br />1 2'0 -510 <br />a[oale�s <br />4EHB <br />"2605- HAYDEN" <br />GARAas OwDINCH <br />RIGHT <br />PAGIM <br />DETAILS <br />150 MPH EXP. B <br />DA1/17/19 <br />OCAM 1/4"=1'-0" <br />Omzw <br />S3.1A <br />