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A-USP DTC TRUSS ANCHOR <br />8-(1) USP DTHA20 TRUSS ANCHOR (1 PLY) <br />WITH (18) l Od x 1 12" TO TRUSS <br />C- (2) USP TA20R TRUSS ANCHORS (2 OR <br />MORE PLY) WITH (10) 1Od x 1 IQ' NAILS TO <br />TRUSS.PROVIDE 5" MINIMUM CONCRETE <br />EMBEDMENT. DBL STRAP,1 EACH SIDE <br />WRAPS UP AND OVER TRUSS (NOT SHOWN) <br />WOOD FASCIA SEE <br />'CHTTECTURAL 2xe <br />CURED W/ (2)16d <br />LV. COMMON NAILS. <br />! SECURED W/ 10d <br />LV. COMMON NAILS <br />O/c <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WAUJFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />ENGINEE RED WOOD <br />TRUSSES 0 24. 0/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />A ALLOWABLE UPLIFT. 1825 LBS (1 STRAP) (1 OR MORE PLY) <br />B ALLOWABLE UPLIFT. 2430 LBS (1 STRAP) (i PLY) <br />C ALLOWABLE UPLIFT. 2410 LBS (2 STRAPS)12 OR MORE PLY) <br />is�TYPICAL TRUSS/ <br />11GIRDER CONNECTOR(S) <br />3/4" T 8 G SUBFLOOR GLUED AND <br />SCREWED AS PE R SCHEDULE <br />PRE-ENG FLOOR TRUSS <br />5/8' GYPSUM BOARD OR 12' HIGH <br />STRENGTH CLG. BOARD <br />SECURE TRUSS TO TOP PLATE W (2) <br />16d TOENAILS <br />DOUBLE TOP PLATE <br />20 OR 20 WOW BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE DSL TOP PLATE <br />PROVIDE BLOCKING <br />12" GYP. WL BD. <br />FLOOR TRUSS CONNECTION @ L.B.W. <br />(NO UPLIFT) <br />NOTCH DEPTH 1/4•D <br />HOLE EDGE >5/8" <br />HOLE DIAMETER <br />< 2/5•D SGL. STUD <br />OUTER 1/3 OF <br />SPAN ONLY <br />HOLE EDGE >N" <br />BTM. HOLE DIAMETER <br />PLATE <3/5'13 COL. STUD <br />�STUD <br />BORItJG LnIMITS <br />ENGINEERED WOW <br />TRUSSES* 24" O/C, <br />SUBMIT SHOD DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />(2) USP TA20R TRUSS <br />ANCHOR WITH (18)10d <br />x 1 I Z NAILS TO <br />TRUSS. PROVIDE S' <br />MINIMUM CONCRETE <br />EMBEDMENT. DBL <br />STRAP, 1 EACH SIDE <br />WRAPS UP AND OVER <br />TRUSS (NOT SHOWN) <br />USED IN CONJUNCTION <br />WITH HEAVY UPLIFT <br />CONNECTOR <br />2x WOW FASCIA SEE <br />ARCHITECTURAL 2x6 <br />SECURED W/ (2)16d <br />GALV. COMMON NAILS. <br />1 x2 SECURED 1 <br />MASONRY BOND BEAM <br />GALV. COOMMONN NAILS <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />'ROOF/WALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />(A) USP RFUS STEEL CONNECTOR WITH <br />(4) 3/4"x6• WEDGE BOLTS AND <br />(12) WS3 SCREWS <br />(8) USP USC" WITH (2) 3/4"z8" WEDGE <br />ANCHORS AND (8)16d NAILS <br />(C) USP USC^ WITH (4) 3/4-x6' WEDGE <br />ANCHORS AND (8)1 Sd NAILS <br />IF 4 BOLTS ARE USED <br />ENSURE THAT CELLS ARE GROUTED <br />SOLID, 8" EACH WAY OF BOLTS <br />12 O/C A ALLOWABLE UPLIFT. 7910 LBS (4 WE DGE BOLTS IN RFUS) <br />B ALLOWABLE UPLIFT -10223 LBS (2 WEDGE BOLTS) <br />C ALLOWABLE UPLIFT. 12643 LBS (4 WEDGE BOLTS) <br />�_'� TYPICAL ROOF <br />'` `�' GIRDER CONNECTORS) BCALE:34'"''°" <br />LSTA1220 GAUGE <br />W/ 10dx112 HPG COMMON NAILS. <br />0 EACH END TOTAL OF 10 <br />FLOOR <br />GIRDER <br />HTT4 W/5/8•A.S. WITH <br />LAIJ MIN. 7" EMBEDMENT <br />TO SLAB 8 (20)16d x <br />2.12' NAILS TO POST. <br />POST TO SIT DIRECTLY <br />ON SLAB <br />DGIRDER/WOOD POST CONNECTIONS <br />SCALE: 3/4".V.0" <br />A - USP THDH26 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4"° USP WEDGE -BOLT, 5" MIN. <br />EMBED (20) 16d GALV, COMMON NAILS AND (8)1 Sd VALV. COMMON NAILS. FL#17232 <br />B - USPTHDH26 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4"' USP WEDGE -BOLT, 5" 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, 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 < 2660 LBS W/ (4) 3/4"' USP WEDGE -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 < 2660 LBS W/ (4) We' USP WEDGE -BOLT, S' MIN. <br />EMBED (36)16d GALV. COMMON NAILS AND (10)1Sd VALV. COMMON NAILS. FL#17232 <br />WOOD LEDGER <br />9 ATTACHMENT DETAIL <br />SCALE: 3/4".V-0" <br /># 1175 UPLIFT USP <br />HTWM20 W/1010d TO <br />TRUSS AND 14) 1 W x 21/4" <br />TAPCONS TO CONT <br />POURED LINTEL <br /># 1900 UPLIFT (2) USP <br />HTWM20 INSTALLED ON <br />OPPOSITE FACES OF <br />BLOCK WALL W/10 10d TO <br />TRUSS AND (4)1/4" x 21/4' <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 />MISPLACED EMBEDDED TRUSS ANCHOR <br />J <br />SCALE: 3/4'.1'-0' <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 />X43RACING IS PRESENT AT <br />COVER 5 TRUSSES) <br />4'-01 O.C. (AT SHEATHING <br />V-0" TO 30'-W (1) •X• BRACE <br />SEAMS) <br />30'-1"TO 69-0 (3) "X' BRACE <br />SECURE 2x8 PT. PLATE <br />(1) "X' BRACE 0 CENTER <br />TO BLK W/ 12' DIA. <br />(2) "X" BRACE DIVIDED EQUALLY <br />ANCHOR BOLT W/ 2" <br />FROM CENTER TO END. <br />WASHER SET W HIGH <br />2x WOOD FASCIA, <br />STRENGTH EPDXY 6" <br />SEE ARCHITECTURAL <br />MIN. EMBED. AT 32" OC <br />MAX. <br />PRE-ENG GABLE TRUSS <br />SECURE GABLE TO 2x8 <br />P.T. PLATE W/ 12d'. 8" <br />STFFBACK (ASPER <br />O.C. MAX <br />TRUSS ENG) <br />CONT. 2x4 SECURED W/ <br />(2) 10d%0 EACH TRUSS <br />TO BE INSTALLED 0 <br />10'-0' O.C. MAX. <br />6 NOT USED <br />5'EDGE CENTRAL <br />SPACING SPACING <br />SEE SEE t;BRGOR�BTM. <br />CHEDUL SCHEDULE SEE FRAMING PLAN <br />SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE W <br />51/2" MIN. EMBED. (TYP) <br />1. ENSURE THAT EXP. BOLTS ARE PLACED INTO <br />GROUTED CELLS, 8" ALL AROUND BOLT. <br />2. END OF FRONT AND REAR LEDGER SHOULD <br />to Z LAP A MIN OF 4'-0". <br />Z 3. ALL BOLTS TO HAVE WASHERS <br />4. EXP. BOLTS SHOULD NOT BE ANY CLOSER <br />THAN 6" O/C. <br />S. W LIEU OF HILTI PAPS, 1l4" DIA. x 3" MASONRY <br />SCREWS (TAPCONS) MAY BE USED, SAME <br />(2) _PT SPACING REQUIREMENT. <br />LEDGER SCHEDULE <br />MARK <br />SRE <br />BOLT SRE <br />SEDOESPACING <br />CENIWALSPACING <br />A <br />DOUBLE 2x8 <br />12' <br />8" O'C <br />16' O/C <br />B <br />DOUBLE 2x8 <br />3/4' <br />w O/C <br />24" O/C <br />C <br />DOUBLE 2x10 <br />117 <br />8" O/C <br />16, O/C <br />D <br />DOUBLE 200 <br />3/4" <br />8" O/C <br />24" QIC <br />E <br />DOUBLE blo <br />3/4' <br />6" O/C <br />16" O/C <br />F <br />DOUBLE 2112 <br />3/4' <br />6' O/C <br />12" O/C <br />10 WOOD LEDGER DETAIL <br />SEE SCHEDULE FOR <br />BOND BEAM RED. <br />BLOCK WALL W/ GABLE END <br />PRE EENG1D TRUSS 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 (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 TOWING 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, Fl, <br />AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO Fl AND F2 FORCES. <br />ALTERNATE MATERIALS <br />11 <br />SCALE: 3/4".V-W <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32780 <br />PH: 407-774,5078 <br />FAX: 407-774-4078 <br />wwwabdeslgngroup.com <br />L AA M: 0003325 , <br />W <br />y <br />y <br />z <br />0 <br />D <br />Fes+ <br />a. <br />r <br />sUDDIV. Se L10T: <br />SILVERADO <br />LOT 5 <br />BLK 11 <br />PROJECT* <br />04128.001-05111 <br />MODEL' <br />4EAB <br />"1672—ARIA" <br />GARAGE STfMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />PRINT <br />DATE: 08 18 1B <br />sCAL,E: 1/4"=1'-0" <br />sxEET <br />s3.1A <br />