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A-USP OTC TRUSS ANCHOR <br />B�1) USP DTHA20 TRUSS ANCHOR (1 PLY) <br />WITH (18) 10d x 1 12' TO TRUSS <br />C- (2) USP TA20R TRUSS ANCHORS (2 OR <br />MORE PLY) WITH (10) 10d x 1 12' 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 />ICHITECTURAL 2x6 <br />CURED W/ (2) 16d <br />,LV. COMMON NAILS. <br />? SECURED W/ l0d <br />JLV. COMMON NAILS <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOFNJALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />ENGINEERED WOOD <br />TRUSSES 0 24" O/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />A ALLOWABLE UPLIFT = 1825 LBS (1 STRAP) (1 OR MORE PLY) <br />8 ALLOWABLE UPLIFT = 2430 LBS (1 STRAP) (1PLY) <br />C ALLOWABLE UPLIFT = 2410 LBS (2 STRAPS) (2 OR MORE PLY) <br />1 a 1 b Y 1 c TYPICAL TRUSS/ SCALE: 4= <br />GIRDER CONNECTOR(S) <br />TRUSSES ® 24" O/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />(2) USP TA20R TRUSS —. <br />ANCHOR WITH (16)10d <br />x 1 12' NAILS TO <br />TRUSS. PROVIDE 5" <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 WOOD FASCIA SEE <br />ARCHITECTURAL 2x6 <br />SECURED W/ (2)16d <br />GALV. COMMON NAILS. L MASONRY BOND BEAM <br />1x2 SECURED W/ 10d SEE SCHEDULE <br />GALV. COMMON NAILS <br />PLYWOOD SHEATHING, SEE <br />"ROORWALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />(A) USP RFUS STEEL CONNECTOR WITH <br />(4) 3/4'k6' WEDGE BOLTS AND <br />(12) WS3 SCREWS <br />(B) USP USC" WITH (2) 3/4'k6' WEDGE <br />ANCHORS AND (8) 16d NAILS <br />(C) USP USC" WITH (4) 3Wx6' WEDGE <br />ANCHORS AND (8)16d NAILS <br />IF 4 BOLTS ARE USED <br />ENSURE THAT CELLS ARE GROUTED <br />SOLID, 8" EACH WAY OF BOLTS <br />17 O/C A ALLOWABLE UPLIFT = 7910 LBS (4 WEDGE BOLTS IN RFUS) <br />B ALLOWABLE UPLIFT = 10223 LBS (2 WEDGE BOLTS) <br />C ALLOWABLE UPLIFT =12543 LBS (4 WEDGE BOLTS) <br />2a 2b 2c TYPICAL ROOF <br />GIRDER CONNECTOR(S) <br /># 1175 UPLIFT USP <br />HTWM20 W/1010d TO <br />TRUSS AND (4)1/4" x 2114' <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 21/4" <br />TAPCONS TO CONT <br />POURED LINTEL <br />PRE-ENG TRUSS <br />CONTINUOUS BOND BEAM <br />TAP CONS MIN, 7 <br />COVER 7' APART <br />REPAIR OF MULTIPLE <br />3 MISPLACED EMBEDDED TRUSS ANCHOR <br />SCALE: 3/4"=1'-0' <br />(2) 2X4 No.2 SYP DIAG. 2X4 BLOCKING BETWEEN <br />3/4" T 8 G SUBFLOOR GLUED AND <br />BRACE W/ (3) 12d ® EA.TRUSSES WHERE <br />SCREWED AS PER SCHEDULE <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) 4'-U' O.C. (AT SHEATHING <br />LSTA1220GAUGE <br />SEAMS) <br />W/ IDdx12 HPG COMMON NAILS. <br />0'-0" TO 30'-0" (1)'W' BRACE <br />0 EACH END TOTAL OF 10 <br />30'-1" TO 60'-0 (3)'W' BRACEZ18PT. PLATE <br />SECURE <br />(1)'W' BRACE 0 CENTER TO BLK W/ 12' DIA <br />11 <br />FLOOR <br />(2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7 <br />GIRDER <br />FROM CENTER TO END. WASHER SET IN HIGH <br />2x WOOD FASCIA, STRENGTH EPDXY 6' <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 <br />STIFFBACK (AS PER O.C. MAX <br />"/ ', GYPSUM BOARD OR 12' HIGH <br />TRUSS ENG) CONT, 2X4 SECURED W/ <br />STRENGTH CLG. BOARD <br />(2)10d's ®EACH TRUSS <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />TO BE INSTALLED <br />160 TOENAILS <br />10'-0" O.C. MAX. <br />DOUBLE TOP PLATE <br />HTT4 W/ 5/8" AB. WITH <br />MIN. T' EMBEDMENT <br />TO SLAB 8 (20)16d x <br />SE E SCHEDULE FOR <br />2x4 OR 2x6 WOOD BEARING <br />2-12' NAILS TO POST., <br />BOND BEAM RED. <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 />_ 4. <br />12" GYP. WL. BD. <br />y <br />4 a. <br />BLOCK WALL W/ GABLE END <br />NOT USED <br />PRE-ENG'D TRUSS SCALE: 3/4"=1'-0" <br />GIRDER/WOOD POST CONNECTIONS <br />6 <br />5 SCALE: 3/4"=T-0" <br />FLOOR TRUSS CONNECTION @ L.B.W. <br />Y B°A`E 3/4"=1'-U' (NO UPLIFT) <br />OUTER 1/3 OF <br />SPAN ONLY <br />STW— <br />PLATE <br />DEPTH 114•0 <br />—HOLE EDGE >5/8" <br />—HOLE DIAMETER <br /><2/5•D SGL. STUD <br />HOLE EDGE >50' <br />HOLE DIAMETER <br /><3/5'D DBL. STUD <br />AND BORING LIMITS <br />i; <br />SCALE: 1 12'=1'-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)16d 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, 5" 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) 314" USP WEDGE -BOLT, 5" MIN. <br />EMBED (36)16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 <br />E - USP THOH28-3 G < 4800 LBS, U < 2650 LBS W/ (4) 3W' USP WEDGE -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"=T-0" <br />V EDGE CENTRAL <br />SPACING SPACING <br />SEE SEE <br />HEDUL SCHEDULE SEE FRAMING PLAN <br />SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE W <br />5 12' MIN. EMBED. (TYP) <br />IF 7B 1. ENSURE THAT EXP. BOLTS ARE PLACED INTO <br />Fj <br />GROUTED CELLS, WALL AROUND BOLT. <br />2. END OF FRONT AND REAR LEDGER SHOULD <br />2 LAP A MIN OF 4'-0". <br />3. ALL BOLTS TO HAVE WASHERS <br />4. EXP. BOLTS SHOULD NOT BE ANY CLOSER <br />THAN 6" O/C. <br />5. IN LIEU OF HILTI PAF'S, 1/4" DIA. x 3" MASONRY <br />SCREWS (TAPCONS) MAY BE USED, SAME <br />(2) PT SPACING REQUIREMENT. <br />LEDGER SCHEDULE <br />MARK <br />SIZE <br />BOLTS17E <br />9B70E6PACNS <br />OWMLBPACM <br />A <br />DOUBLE 2x8 <br />12' <br />8' O/C <br />16' O/C <br />B <br />DOUBLE 2x8 <br />314, <br />8" O/C <br />24" O/C <br />C <br />DOUBLE 200 <br />12' <br />8" O/C <br />16" O/C <br />D <br />DOUBLE 200 <br />31" <br />8' O/C <br />24" O/C <br />E <br />DOUBLE 200 <br />3/4" <br />6' O/C <br />16" O/C <br />F <br />DOUBLE 202 <br />3/4" <br />6' O/C <br />12" O/C <br />10 WOOD LEDGER DETAIL <br />SCALE: 3/4"=1'1' <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 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: 407-774.6078 <br />FAX 407-7744078 <br />www.abde•igngmup.com <br />L AA M: 0003325 <br />�IINII� <br />amm, <br />9%mDiv. all LOT: <br />SILVERADO <br />LOT #6 BLK #11 <br />PROJECT <br />04128.00- 06111 <br />""DEL: <br />4EJB <br />"2807— ELLE" <br />GARAGE 8VrWC: <br />LEFT <br />PACE: <br />DETAILS <br />50 MPH EXP. <br />Dw� 8/17/18 <br />SCALE: 1/4"=1•-0" <br />S*lZ <br />S3.1A <br />