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PLYWOOD SHEATHING, SEE <br />"ROOF/WALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />A-(1)USP HTA16 TRUSS ANCHOR WITH (9) <br />10d x 1 12" TO TRUSS. FL#176W <br />8-(2) USP HTAi 6 TRUSS ANCHOR WITH (0) <br />10d x 1 1/2" TO TRUSS EA STRAP. FL#176W <br />D8L STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />x2, 2x WOOD FASCIA <br />EE ARCHITECTURAL <br />x SECURED WI (3)16d <br />iALV. COMMON NAILS. <br />ENGINEERED WOOD <br />x2 SECURED WI 10d <br />TRUSSES ® 24" O/C, <br />iALV. COMMON NAILS <br />SUBMIT SHOP DRAWINGS <br />2' O/C <br />FOR REVIEW <br />AND APPROVAL <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) <br />8 ALLOWABLE UPLIFT = U:2430 LBS, L1310LBS (2 STRAPS) <br />TYPICAL TRUSS/ <br />1A 16 GIRDER CONNECTOR(S) <br />GINEERED WOOD TRUSSES - <br />24" O/C, SUBMIT SHOP <br />AWINGS FOR REVIEW <br />ID APPROVAL <br />USP HTA16 TRUSS ANCHOR - <br />fH (9)10d x 1 1/2' NAILS TO <br />USS EA. PROVIDE 4" MINIMUM <br />NCRETE EMBEDMENT. DBL <br />RAP, 1 EACH SIDE WRAPS UP <br />D OVER TRUSS (NOT <br />ED IN CONJUNCTION WITH <br />AVY UPLIFT CONNECTOR <br />1x2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED WI (3)18d <br />GALV. COMMON NAILS. IF 4 BOLTS ARE USED <br />1x2 SECURED WI 10d MASONRY BOND ENSURE THAT CELLS ARE GROUTED <br />GALV. COMMON NAILS BEAM SOLID, 8" EACH WAY OF BOLTS <br />12. O/C SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:3980 LBS, L1786 LBS (2PLY) <br />B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) <br />TYPICAL ROOF <br />2A 26 GIRDER CONNECTOR(S) SCALE: 3/,V=I'-0" <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: FOR (A) W/ SINGLE <br />PLY, A PT SYP #2 7X6'9(4'-0' <br />MAY BE ADDED W/ 10d <br />NAILS, 2 ROWS, 3' OC TO <br />FACILITATE 2-PLY <br />CONNECTOR. <br />(A) USP LGT2 W/ (5) 1/4!W' 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'x6" WEDGE BOLTS AND <br />(12) WS3 SCREWS FL#6223 <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 />HTWM20 INSTALLED ON <br />OPPOSITE FACES OF <br />BLOCK WALL W/1010d TO <br />TRUSS AND (4) 114" x 2114" <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 />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 3A"=141' <br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />3/4" T & G SUBFLOOR GLUED AND <br />BRACE W/ (3) 12d Q EA TRUSSES WHERE <br />SCREWED AS PER SCHEDULE <br />TRUSS(DIAG. BRACE TO X-BRACING IS PRESENT AT <br />LSTA1211 GAUGE <br />COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING <br />W/ 10dx12 HPG COMMON NAILS. <br />SEAMS) <br />0'-0" TO 30'-0" (1) "X" BRACE <br />® EACH END TOTAL OF 10 <br />30'-l" TO 60'-0 (3) "X' BRACE SECURE Zx8 PT. PLATE <br />(I) "X" BRACE 0 CENTER TO BLK WU 12" DIA <br />FLOOR <br />(2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W! 2' <br />GIRDER <br />FROM CENTER TO END, WASHER SET IN HIGH <br />2x WOOD FASCIA STRENGTH EPDXYW <br />SEE ARCHITECTURAL MIN. EMBED. AT 32'OC <br />MAX <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2xe <br />P.T. PLATE WI 12tl's 9' <br />PRE-ENG FLOOR TRUSS <br />STIFFBACK (AS PER O.C. MAX <br />5/8" GYPSUM BOARD 12" HIC+i <br />TRUSS ENG) ONT. 20 SECURED W/ <br />STRENGTH CLG. BOARD <br />(2) 10d's C 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/S' A.B. WITH <br />MIN, 7"EMBEDMENT <br />TO SLAB & (20)16d x <br />SEE SCHEDULE FOR <br />2x4 OR 2x6 WOOD BEARING <br />2-12" NAILS TO POST. , <br />BOND BEAM REQ. <br />WALL W/ SYP No 2 STUDS SEE <br />POST TO SIT DIRECTLY <br />PLANS FOR SPACING SINGLE <br />ON SLAB <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />.°. <br />12" GYP. WL. BD. <br />BLOCK WALL W/ GABLE END <br />0 <br />PRE-ENG'D TRUSS SCALE: 3/4"=1'-0' <br />GIRDER/WOOD POST CONNECTIONS <br />• <br />5 SCALE: 3/4"=l1 0' <br />1'a!•' -:1.. <br />G <br />FLOOR TRUSS CONNECTION @ L.B.W. <br />SCALE.3M-' 9" (NO UPLIFT) <br />OUTER 1/3 OF <br />SPAN ONLY <br />BTM.- <br />PLATE <br />DEPTH 114-D <br />—HOLE EDGE -50 <br />—+ OLE DIAMETER <br />2/5'D SGL. STUD <br />--HOLE EDGE >5/e" <br />OLE DIAMETER <br />< 3/6-D DBL. STUD <br />STUD NOTCHING <br />(AND BORING LIMITS <br />D0 SCALE: 1 117=1'-0' <br />A - USP THDH26 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4- USP WEDC{-BOLT/J-BOLT, S' MIN. <br />EMBED (20) 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/JaMT, 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 < 2550 LBS WI (2) 314" USP WEDGE-BOLTM-BOLT, S' MIN. <br />EMBED (38) 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) 3/4'" USP WEDGE-BC4_T/J-BOLT, 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 WI (4) 314" USP WEDGE4XX.T/J-BOLT, 5" MIN. <br />EMBED (36) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 <br />WOOD LEDGER <br />9 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 SEEFRAMING PLAN <br />SEE SCHEDULE FOR BOLT SIZE <br />SEE LEDGER SCHEDULE <br />5 12" MIN. EMBED. (TYP) <br />1. ENSURE THAT EXP. BOLTS/J4MTS ARE <br />PLACED INTO GROUTED CELLS, WALL AROUND <br />BOLT. <br />Z <br />2. END OF FRONT AND REAR LEDGER SHOULD <br />1O <br />LAP A MIN OF 4'-0". <br />3. ALL BOLTS TO HAVE WASHERS <br />2: <br />4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY <br />O0 <br />CLOSER THAN e" C/C. <br />5. IN LIEU OF HILT[ 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 SIZE <br />FEDGEOPACNO <br />C6RMWACY18 <br />A <br />DOUBLE 2K8 <br />i/2' <br />8" O/C <br />le" O/C <br />B <br />DOUBLE 2x8 <br />3/4" <br />8" O/C <br />24" O/C <br />C <br />DOUBLE 2x10 <br />1/2" <br />8" O/C <br />16, O/C <br />D <br />DOUBLE N10 <br />3/4" <br />8" or <br />24" O/C <br />E <br />DOUBLE Zx10 <br />3/4" <br />8" O/C <br />18" O/C <br />F <br />DOUBLE 2(12 <br />3/4" <br />1T O/C <br />S10 WOOD LEDGER DETAIL <br />SCALE: 314"=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 LONGAS 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 TRUSSESNOT EXPOSED TO WIND ARE <br />SUBJECT TO F1 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: 407-7748078 <br />FAX: 407-774-4078 <br />www.abdes4npup.com <br />AA #: 0003325 <br />L' <br />strsa:v. as EMS <br />S ILVERADO <br />LOT #14 <br />BLK. #7 <br />P1tO' <br />4 0 - 407 <br />MODAMA <br />4EHB <br />"2605-HAYDEN" <br />OARAGN BVfD;G: <br />RIGHT <br />PAOM <br />DETAILS <br />150 MPH EXP. B <br />ROl� A ABOUCWACRA <br />AR NO 93723 i <br />a 3/11/19 <br />8CALle: 1/4"=1'-0" <br />ericr <br />S3.1A <br />