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PLYWOOD SHEATHING, SEE <br />"ROOFfWALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE' <br />H (9) <br />A-(1)USP HTA18 TRUS7eANDAPPROVAL <br />10d x 1 12" TO TRUSS. <br />B-(2) USP HTA18 TRUTH (9) <br />10d x 1 1 /2^ TO TRUSS#17800 <br />DBL STRAP, 1 EACH SAND <br />OVER TRUSS (NOT SH <br />lx2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS.ENGINEERED <br />WOOD <br />1x2 SECURED W/ 10d <br />TRUSSES 0 24" O/C, <br />GALV. COMMON NAILSSUBMIT <br />SHOP DRAWANGS <br />17. O/C <br />FOR REVIEW <br />AND APPROVAL <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT =U:1870 UBS, L:710LBS (1 STRAP) <br />8 ALLOWABLE UPLIFT = U:Z430 LBS, L1310LBS (2 STRAPS) <br />TYPICAL TRUSS/ <br />1a 1b GIRDER CONNECTOR(S) <br />ENGINEERED WOOD TRUSSES <br />- <br />a 24" O/C, SUBMIT SHOP <br />DRAWINGS FOR REVIEW <br />AND APPROVAL <br />(2) USP HTA16 TRUSS ANCHOR WITH (9) 10d x 1 V7 NAILS TO <br />TRUSS EA. PROVIDE 4" MINIMUM <br />CONCRETE EMBEDMENT. DBL <br />STRAP, 1 EACH SIDE WRAPS UP <br />AND OVER TRUSS (NOT <br />SHOWN) <br />USED IN CONJUNCTION WITH <br />HEAVY UPLIFT CONNECTOR <br />FL#176W <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE' <br />NOTE: FOR (A) W/ SINGLE <br />PLY, A PT SYP #27X8'X4'-0" <br />MAY BE ADDED Wq 10d <br />NAILS, 2 ROWS, 3" O/C TO <br />FACILITATE 2-PLY <br />CONNECTOR. <br />—(A) USP LGT2 W/ IS) i/Ca' POWERS WEDGE <br />BOLT& (16) 16 GALV. NAILS TO TRUSS(2PLY) <br />#FL17240 (NOT SHOWN) <br />(B) USP RFUS STEEL CONNECTOR WITH (4) <br />3/4"x8" WEDGE BOLTS AND <br />lx2, 2x WOOD FASCIA <br />(12) WS3 SCREWS FL#8223 <br />SEE ARCHITECTURAL <br />2X SECURED 8d <br />NAJ <br />GALV. COMMON ON NAILS, <br />IF 4 BOLTS ARE USED <br />ix2 SECURED W/ 10d <br />MASONRY BOND ENSURE THAT CELLS ARE GROUTED <br />GALV. COMMON NAILS <br />BEAM SOLID, 8" EACH WAY OF BOLTS <br />17' O/C <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:3980 LBS, L1785 LBS (2PLY) <br />B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) <br />ROOF <br />SS -TYPICAL <br />scALE:3a"=1'.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 /># 1900 UPLIFT (2) USP <br />HT WM20 INSTALLED ON <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, 7' <br />COVER 2" APARr <br />REPAIR OF MULTIPLE <br />9 MISPLACED EMBEDDED TRUSS ANCHOR <br />SCALE: 3/4"=T-01' <br />(2) 2X4 No.2 SYP DIAG. 2X4 BLOCKING BETWEEN <br />3/4" T & G SUBFLOOR GLUED AND BRACE W/ (3)12d 0 EA TRUSSES WHERE <br />SCREWED AS PER SCHEDULE X-BRACING IS PRESENT AT <br />TRUSS ( JAG. TO <br />COVER 5 TRUSSES) 4'-0" 0. C. (AT SHEATHING <br />LSTA1220 GAUGE SEAMS) <br />W/ 10dxl/2 HPG COMMON NAILS. 0'-0" TO 30'-0" (1) "X" BRACE <br />® EACH END TOTAL OF 10 30'-1" TO 80'-0 (3) W- BRACE <br />(1)'.X" BRACE 0 CENTER SECURE 2x / " C PLATE <br />TO BLK W/ 12" CIA <br />FLOOR (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W97' <br />GIRDER FROM CENTER TO END. <br />WASHER SET IN HIGH <br />2x WOOD FASCIA STRENGTH EPDXY B' <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 STIFFBACK (AS PER O.C. MAX <br />6/8" GYPSUM BOARD OR 12' HIGH TRUSS ENG) ONT. 2X4 SECURED W/ <br />STRENGTH CLG. BOARD (2) 1Od's 0 EACH TRUSS <br />SECURE TRUSS TO 70P PLATE w/ TO BE INSTALLED@ <br />18q TOENAILS (2) 10'-0" O.C. MAX. <br />DOUBLE TOP PLATE <br />2X4 OR 2x8 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />12" GYP. WL BD. <br />r,_'�FLOOR TRUSS CONNECTION @ L.B.W. <br />� SCALE: 3/4"= -0' (NO UPLIFT) <br />DEPTH 1/4'D <br />—HOLE EDGE>5/8' <br />—HOLE DIAMETER <br />< Z/5'D SGL. STUD <br />OUTER 113 OF <br />SPAN ONLY <br />BTM. - <br />PLATE <br />STUD NOTCHING <br />r-1 AND BORING LIMITS <br />V 1 SCALE: 11/2"=1'-P <br />EDGE>5/S" <br />+TOLE DIAMETER <br />< 3/51D DBL. STUD <br />HTT4 W/ 5/8' A.B. WTH <br />MIN. T'EMBEDMENT <br />TO SLAB & (20)18d x <br />2-12" NAILS TO POST. <br />POST TO SIT DIRECTLY <br />ON SLAB —� <br />5 GIRDER/WOOD POST CONNECTIONS <br />SCALE: 3/a"=r-a' <br />A - USP THDH28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4*'USP WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED 120) 16d 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/J43MT, 5" MIN. <br />EMBED (20) 16d GALV. COMMON NAILS AND (10) l6d VALV. COMMON NAILS, FL#17232 <br />C - USP THDH28-2 G < 2400 LBS, U < 2560 LBS W/ (2) 3/411 USP WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED (36) 18d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 <br />D - USP THDH28-2 G < 4WO LBS, U < 2660 LBS W/ (4) VV' USP WEDGE-BOLT/J-BOLT, S MIN. <br />EMBED (38) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 <br />E - USP THDH28-3 G < 4800 LBS, U < 2650 LBS W/ (4) 3/4" USP WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED (36) 16d GALV. COMMON NAILS AND I10)16d VALV. COMMON NAILS. FL#17232 <br />WOOD LEDGER <br />9 ATTACHMENT DETAIL <br />SCALE: 3/4"=1'-0" <br />6 NOT USED <br />5'EDGE <br />CENTRAL <br />SPACING <br />SPACING <br />SEE <br />SEE <br />HEDUL <br />SCHEDULE SEE FRAMING PLAN <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' ALL AROUND <br />BOLT. <br />Z <br />2. END OF FRONT AND REAR LEDGER SHOULD <br />°D g <br />LAP A MIN OF 4'-0% <br />3. ALL BOLTS TO HAVE WASHERS <br />Z <br />4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY <br />°D <br />CLOSER THAN 8' C/C. <br />5. IN LIEU OF HILTI PAF'S, 1/4" CIA x 3" MASONRY <br />(2)-PT <br />SCREWS (TAPCONS) MAY BE USED, SAME <br />LEDGER SCHEDULE <br />MARK <br />SIZE <br />BOLT SIZE <br />VMMWAM <br />OBiIWILNMDIG <br />A <br />DOUBLE 2(8 <br />12' <br />V. OC <br />18' O/C <br />B <br />DOUBLE 26 <br />3/4" <br />8" O/C <br />24" O/C <br />C <br />DOUBLE 2110 <br />12" <br />8" O/C <br />IS, O/C <br />D <br />DOUBLE 200 <br />3/4" <br />8" O/C <br />24" O/C <br />E <br />DOUBLE 2x10 <br />314" <br />6" O/C <br />IV, O/C <br />F <br />DOUBLE 2x12 <br />3/4" <br />6" O/C <br />IT O/C <br />10 WOOD LEDGER DETAIL <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />7 BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE:3/4"=l'-a' <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 (Fl 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 RT18A (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 70 WIND ARE <br />SUBJECT TO Fi AND F2 FORCES. <br />11 ALTERNATE MATERIALS <br />SCALE: 3/4"=1'-0' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH:407-77443078 <br />FAX: 407-774.4078 <br />www.abdesigegroup.mm <br />AA #: 0003325 J <br />to <br />INA <br />0 <br />sL mlv. AI Lop <br />SILVERADO <br />LOT ##52 <br />BLK ##6 <br />PROMC <br />04128.0W52061 <br />movuLo <br />4ENB <br />"1751—NEUVILLE" <br />OARAoa OWDIM: <br />LEFT <br />PALM <br />DETAILS <br />50 MPH EXP. <br />D TM 01/18/19 <br />sx�r <br />S3.1A <br />