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PLYWOOD SHEATHING, SEE <br />"ROOFANALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />A-(1)USP HTA18 TRUSS ANCHOR WITH (9) <br />10d x 1 10 TO TRUSS, FLA17680 <br />B{2) USP HTA16 TRUSS ANCHOR WITH (9) <br />10d x 1 12" TO TRUSS EA STRAP. FL#17680 <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />1x2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. <br />ENGINEERED WOOD <br />lx2 SECURED W/ 10d <br />TRUSSES ® 24" O/C, <br />GALV. COMMON NAILS <br />SUBMIT SHOP DRAWINGS <br />17 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 />B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) <br />�1 TYPICAL TRUSS/ <br />I a I v GIRDER CONNECTOR(S) SCALE: 3/4"=i1-6' <br />3/4" T & G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG FLOOR TRUSS <br />SX' GYPSUM BOARD OR 1/7' HIGH <br />STRENGTH CLG. BOARD <br />SECURE TRUSS TO TOP PLATE W (2) <br />16d TOENAILS <br />DOUBLE TOP PLATE <br />2x4 OR 2x6 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 />1/7' GYP. WL. BD. <br />r,_`�FLOOR TRUSS CONNECTION @ L.B.W. <br />-* 5°ALE:-'=T-0' (NO UPLIFT) <br />OUTER 1/3 OF <br />SPAN ONLY <br />BTM.- <br />PLATE <br />DEPTH 114*0 <br />—HOLE EDGE >5/8" <br />—HOLE DIAMETER <br />< 2/5•D SGL. STUD <br />HOLE EDGE >518" <br />�l F" ""--HOLE DIAMETER <br /><3/5•D DEL. STUD <br />STUD NOTCHING <br />AND BORING LIMITS <br />ENGINEERED WOOD TRUSSES- <br />24" O/C, SUBMIT SHOP <br />DRAWINGS FOR REVIEW <br />AND APPROVAL <br />(2) USP HTA16 TRUSS ANCHOR WITH (9)10d x 1 1/7 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 />"ROOFNVALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: FOR (A) W/ SINGLE <br />PLY, A PT SYP #2 2"Xff%*-0" <br />MAY BE ADDED WI 10d <br />NAILS, 2 ROWS, 3" OIC TO <br />FACILITATE 2-PLY <br />CONNECTOR. <br />`(A) USP LGT2 W/ (5) 1X)13"POWERS WEDGE <br />BOLT& (16) 16 GALV. NAILS TO TRUSS (2PLY; <br />#FL17240 (NOT SHOWN) <br />(B) USP RFUS STEEL CONNECTOR WITH (4) <br />39'x6' WEDGE BOLTS AND <br />1x2, 2x WOOD FASCIA <br />(12) WS3 SCREWS FL#6223 <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. <br />IF 4 BOLTS ARE USED <br />1x2 SECURED W/ 10d <br />MASONRY BOND ENSURE THAT CELLS ARE GROUTED <br />GALV. COMMON NAILS BEAM SOLID, 6' EACH WAY OF BOLTS <br />12' 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 />TYPICAL ROOF <br />2a <br />2b <br />GIRDER CONNECTOR(S) SCALE: 3/4"=V-(P <br />LSTA12 20 GAUGE <br />W/ 10dxl/2 HPG COMMON NAILS. <br />® EACH END TOTAL OF 10 <br />FLOOR <br />GIRDER _ <br />HTT4 W/ 5/8" A.S. WITH <br />MIN. 7" EMBEDMENT <br />TO SLAB & (20)16d x <br />2.1/2" NAILS TO POST., <br />POST TO SIT DIRECTLY <br />ON SLAB --- <br />GIRDER/WOOD POST CONNECTIONS <br />5 SCALE: 3/4"=1'-0" <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 - USPTHDH26 G <2400 LBS, U c 1425 LBS W/ (2) 3W4 USP WEDGE-BOLT/J-BOLT, 6' MIN. <br />EMBED (20)16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 <br />C - USP THOH28.2 G < 2400 LBS, U < 2660 LBS W/ (2) 3/4"° USP WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED (36)16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 <br />C_ <br />USP THDH28-2 G < 4800 LBS, U < 2850 LBS W/ (4) 3/4'- USP WEDGE-BOLT/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 < 2850 LBS W/ (4) 3/4"1 USP WEDGE-BOLT/J-BOLT, 6' 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 /># 1175 UPLIFT USP <br />HTWM20 W/1010d TO <br />TRUSS AND 14)1W x 2 lbf <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)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" APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />(2) 2X4 No.2 SYP DIAG. <br />2x4 BLOCKING BETWEEN <br />BRACE W/ (3)12d 0 EA. <br />TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO <br />X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) <br />4'-0" O.C. (AT SHEATHING <br />0'-0" TO 30'-0" (1) "X" BRACEUCONT. <br />SEAMS) <br />30'-1" TO 60'-0 (3)'7C' BRACESECURE <br />2x8 PT. PLATE <br />(1) "X" BRACE C CENTERTO <br />BILK W/ 1/7' DIA <br />(2) "X" BRACE DIVIDED EQUALLYANCHOR <br />BOLT W! 7' <br />FROM CENTER TO END.WASHER <br />SET IN HIGH <br />2x WOOD FASCIA,STRENGTH <br />EPDXY 6' <br />SEE ARCHITECTURALMIN. <br />EMBED. AT 37' OC <br />MAX. <br />PRE-ENG GABLE TRUSSSECURE <br />GABLE TO 2x8 <br />P.T. PLATE W/ 12d's W <br />STIFFBACK (AS PERO.C. <br />MAX <br />TRUSS ENG) <br />2x4 SECURED W/ <br />(2)10d's 0 EACH TRUSS <br />TORE INSTALLED <br />10'-0" O.C. MAX. <br />6 NOT USED <br />V EDGE <br />CENTRAL <br />SPACING <br />SPACING <br />SEE <br />SEE T <br />,5CHEDULF, <br />SCHEDULE SEE FRAMING PLAN <br />SEE SCHEDULE FOR BOLT SIZE <br />SEE LEDGER SCHEDULE W <br />51/7' MIN. EMBED. (TYP) <br />1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE <br />PLACED INTO GROUTED CELLS, WALL AROUND <br />BOLT. <br />Z <br />2. END OF FRONT AND REAR LEDGER SHOULD <br />f <br />LAP A MIN OF 4'-0". <br />3. ALL BOLTS TO HAVE WASHERS <br />4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY <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 />APG(:IAI(�RFflI11DFMFWT <br />LEDGER SCHEDULE <br />MARK <br />SIZE <br />13OLTSIZE <br />1176DOEBPACINa <br />CENM&SPAM <br />A <br />DOUBLE 26 <br />1/7, <br />8" O/C <br />16' O/C <br />B <br />DOUBLE 2(8 <br />3I4" <br />W O/C <br />24" OIC <br />C <br />DOUBLE 2x10 <br />1I2" <br />8" O/C <br />16, O/C <br />O <br />DOUBLE 200 <br />3/4' <br />8" O/C <br />24" O/C <br />E <br />DOUBLE 200 <br />314" <br />6' O/C <br />16, O/C <br />F <br />DOUBLE 202 <br />31,f <br />1 6' O/C <br />12" On <br />10 WOOD LEDGER DETAIL <br />6CALE: 3/4"=l'-0" <br />SEE SCHEDULE FOR <br />BOND BEAM RED. <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE:3'a"=l'-9' <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 (Ft 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 Fl AND F2 FORCES. <br />11 ALTERNATE MATERIALS <br />SCALE: 3/4"=T-a' <br />1441 N. RONALD REAGAN BLVDJ <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003326 J <br />mm <br />atmDIV. as LOT: <br />SILVERADO <br />LOT #56 <br />BLK #6 <br />PROJECT <br />04128.00 —56061 <br />HODEIo <br />4ENB <br />"1751— NEUVILLE" <br />GARAGE SlrDgG: <br />LEFT <br />PAGE: <br />DETAILS <br />50 MPH EXP. <br />