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ENGINEERED WOOD TRUSSES <br />PLYWOOD SHEATHING, SEE <br />® 24" O/C, SUBMIT SHOP <br />"ROOFAMALL/FLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />AND APPROVAL <br />FASTENER SCHEDULE" <br />PLYWOOD SHEATHING, SEE <br />(2) USP HTA16 TRUSS ANCHOR <br /># 1175 UPLIFT USP <br />"ROOF/WALL/FLOOR <br />WITH (9) 10d x 1 12" NAILS TO <br />TO <br />SHEATHING <br />TRUSS EA. PROVIDE 4" MINIMUM <br />NOTE: FOR (A) W/ SINGLE <br />TRUSS A D (4)1/4 <br />TRUSS AND(4)ON x 2 1/4" <br />FASTENER SCHEDULE" <br />CONCRETE EMBEDMENT. DBL <br />PLY, A PT SYP #22%V%4'-0° <br />TAPCONS TO CONT <br />A-(1 )U6P HTA16 WITH (9) <br />STRAP, 1 EACH SIDE WA7APS UP <br />MAY BE ADDED 10d <br />POURED LINTEL <br />TRUSS, FL*l 76M <br />AND OVER TRUSS (NOT <br />NAILS, 2 ROWS, 3'O/CTO <br />B-( )112"TOTRUSS. SANCH80 <br />B-(2) USP HTA16 TRUSS ANCHOR WITH (9) <br />SHOWN) <br />FACILITATE 2-PLY <br /># 1900 UPLIFT (2) USP <br />10d x 1 1/2" TO TRUSS EASTRAP. FL#17680 <br />USED IN CONJUNCTION WITH <br />CONNECTOR. <br />HTWM20 INSTALLED ON <br />PRE-ENG TRUSS <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />HEAVY UPLIFT CONNECTOR <br />OPPOSITE FACES OF <br />OVER TRUSS (NOT SHOWN) <br />FL#17680 <br />BLOCK WALL W11010d TO <br />(A) USP LGT2 W/ (5) 114W POWERS WEDGE <br />( 2 114 <br />ANDNS <br />lx2, 2x WOOD FASCIA <br />BOLT& (16) 16 GALV. NAILS TO TRUSS (2PLY) <br />TRUSS <br />CONTx <br />CONTINUOUS BOND BEAM <br />SEE ARCHITECTURAL <br />40 (NOT SHCTEFL <br />POURED LINTEL <br />2x SECURED VW (3)16d <br />(S) US C <br />USP RFUS STEEL CONNECTOR WITH (4) <br />GALV. COMMON NAILS. <br />ENGINEERED WOOD <br />3/4'k8" WEDGE BOLTS AND <br />3/4 <br />1x2 SECURED WN 10d <br />TRUSSES 0 24" O/C, <br />1 x2, 2x WOOD FASCIA <br />(12) WS3 SCREWS FL#8223 <br />GALV. COMMON NAILS <br />SUBMIT SHOP DRAWINGS <br />SEE ARCHITECTURAL <br />1T O/C <br />FOR REVIEW <br />2x SECURED WN (3)18d <br />AND APPROVAL <br />GALS. COMMON NAILS. <br />I <br />F 4 BOLTS ARE USED <br />1x2 6ECURED WN 10tl <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 />,T p� <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 0 STRAP) <br />B ALLOWABLE UPLIFT = U:9000 LBS, LA310 LBS (4 WEDGE BOLTS IN RFUS) <br />B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) <br />TAP CONS MIN. Z' <br />COVER 2" APART <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />1a 1b <br />SCALE 3/4"=1'-0" <br />TYPICAL ROOF <br />MISPLACED <br />EMBEDDED TRUSS ANCHOR <br />GIRDER CONNECTOR(S) <br />2a 2b <br />SCALE: a4-' ° <br />3 SCALE: 3/4"=1'-0" <br />GIRDER CONNECTORS) <br />(2) 2X4 No,2 SYP DWG <br />2x4 BLOCKING BETWEEN <br />3/4" T & G SUBFLOOR GLUED AND <br />BRACE W/ (3)12d 0EA <br />TRUSSES WHERE <br />SCREWED AS PER SCHEDULE <br />TRUSS (DIAG. BRACE TO <br />X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) <br />4'-0" O.C. (AT SHEATHING <br />LSTA1220 GAUGE <br />SEAMS) <br />W/ 10dxl /2 HPG COMMON NAILS. <br />0'-0" TO 30'-0" (1) "X' BRACE <br />01 EACH END TOTAL OF 10 <br />30'-1" TO 60'-0 (3) "X" BRACE <br />SECURE 2xe PT. PLATE <br />(1) W- BRACE 0; CENTER <br />TO BLK WA 12" DIA <br />FLOOR <br />(2) "X" BRACE DIVIDED EQUALLY <br />ANCHOR BOLT LA#2' <br />GIRDER <br />FROM CENTER TO END. <br />WASHER SET IN HIGH <br />2x WOOD FASCIA, <br />STRENGTH EPDXY 6' <br />SEE ARCHITECTURAL <br />MIN. EMBED. AT 37'OC <br />MAX <br />PER ELEVATION IL <br />PRE-ENG GABLE TRUSS <br />SECURE GABLE TO 218 <br />P.T. PLATE WI 12d's 8" <br />G FLOOR TRUSS <br />STIFFBACK (AS PER <br />O.C. MAX <br />PSUM BOARD OR 1/Y' HIGH <br />TRUSS ENO) <br />CONT. 2x4 SECURED W/ <br />GTH CLG. BOARD <br />Tj1*\:PROViDE <br />(2) tOtl'e a EACH TRUSS <br />E TRUSS TO TOP PLATE w/ (2) <br />TO BE INSTALLED 0) <br />ENAILS <br />10'-0" O.C. MAX <br />E TOP PLATE <br />HTT4 W/ 5/6 A.B. WITH <br />MIN. 7" EMBEDMENT <br />TO SLAB & (2D)16d x <br />SEE SCHEDULE FOR <br />2x6 WOOD BEARING <br />2-12" NAILS TO POST. , <br />BOND BEAM RED. <br />/ SYP No 2 STUDS SEE <br />POST TO ITDIRECTLY <br />FOR SPACING SINGLE <br />ON SLAB <br />LATE TO BE PT. <br />E DBL. TOP PLATE <br />PROVIDE BLOCKING <br />.°. <br />12" GYP. WL BD. <br />*1 <br />BLOCK WALL W/ GABLE END <br />NOT USED <br />PRE-ENG'D TRUSS <br />SCALE:34"=1'-0 <br />6 <br />GIRDERMOOD <br />POST CONNECTIONS <br />4 FLOOR TRUSS CONNECTION L.B.W. <br />SCALE:34" ° (NO UPLIFT) <br />DEPTH 1/4'D <br />—HOLE EDGE>Bff <br />—HOLE DIAMETER <br />< 2/5'D SGL. STUD <br />OUTER 113 OF <br />SPAN ONLY <br />BTM. - <br />PLATE <br />STUD NOTCHING <br />GAND BORING LIMITS <br />SCALE 11/7'=1'-0" <br />EDGE-S/8" <br />HOLE DIAMETER <br />< 3/5"D DBL. STUD <br />A - USP THDH26 G < 1200 LBS, U < 1280 LBS W/ (1) 3W USP WEDGE-BOLT/J60LT, 6' MIN. <br />EMBED (20) 16d GALV. COMMON NAILS AND (8) 16d VALV. COMMON NAILS. FL#17232 <br />B - USPTHDH26 G < 2400 LBS, U < 1426 LBS Wl (2) 39" USP WEDGE-BOLT/J-BOLT, 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 < 2660 LBS W/ (2) 3/4- USP WEDGE-BOLT/J60LT, 5" MIN. <br />EMBED (361 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) 314'" USP WEDGE-BOLT/J-SOLT, 5" MIN. <br />EMBED (36) 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) 314" USP WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED (36) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FUt17232 <br />WOOD LEDGER <br />9 ATTACHMENT DETAIL <br />SCALE: 3/4"=1'-0' <br />SEDGE <br />CENTRAL <br />SPACING <br />SPACING <br />SEE <br />SEE <br />XHEDULE, <br />SCHEDULE el SEEFRAMINGPLAN <br />SEE SCHEDULE FOR BOLT SIZE <br />SEE LEDGER SCHEDULE <br />5 1/7 MIN. EMBED. (TYP) <br />1. ENSURE THAT EXP. BOLTSIJ43OLTS ARE <br />PLACED INTO GROUTED CELLS, B'ALL AROUND <br />BOLT. <br />= Z <br />2. END OF FRONT AND REAR LEDGER SHOULD <br />°D <br />LAP A MIN OF <br />3. ALL BOLTS TO HAVE WASHERS <br />Z <br />4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY <br />a0 <br />CLOSER THAN 6' O/C. <br />5. IN LIEU OF HILTI PAPS, 114" DIA x 3' MASONRY <br />(2) PT <br />SCREWS (TAP CDNS ) MAY BE USED, SAME <br />LEDGER SCHEDULE <br />MARK <br />SIZE <br />BOLT SIZE <br />1D <br />CENTRA.B ONG <br />A <br />DOUBLE Z18 <br />12" <br />78r'70:AC <br />1a, O/C <br />B <br />DOUBLE 2x8 <br />314' <br />24" O/C <br />C <br />DOUBLE 2110 <br />1/2' <br />16' O/C <br />D <br />DOUBLE Z00 <br />3/4" <br />8" OIC <br />24" O/C <br />E <br />DOUBLE 2110 <br />3/4" <br />8" m <br />16, O/C <br />F <br />DOUBLE 2(12 <br />wr <br />6"O'C <br />1 12'or. <br />10 WOOD LEDGER DETAIL <br />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 (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 WAND 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 WAND ARE <br />SUBJECT TO Fl AND F2 FORCES. <br />S11 ALTERNATE MATERIALS <br />SCALE: 3/4"=1'-(r' <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdesWngroup.00m <br />L AA #: 0003325 . <br />aysan►. as Lros <br />SILVERADO <br />LOT #10 <br />BLK" #11 <br />Pl41 OT* — 1 <br />�tODZU <br />4ENB <br />"1751—NEUVILLE" <br />OAF-4,O3 awu+o: <br />RIGHT <br />PACM <br />DETAILS <br />%150 MPH EXP. B <br />ROLAW A" ABOUCHAM <br />AR NO 9872E <br />D—AT&- 10/23/18 <br />scA,u: 1/4"=1'-0" <br />llmZT <br />sS 3.1 A <br />