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A-USP DTC TRUSS ANCHOR <br />B-(1) USP DTHA20 TRUSS ANCHOR (1 PLY) <br />WITH (18) 10d x 1 1/2" TO TRUSS <br />C- (2) USP TA20R TRUSS ANCHORS (2 OR <br />MORE PLY) WITH (10) 10d x 1 1/2" NAILS TO <br />TRUSS.PROVIDE 5" MINIMUM CONCRETE <br />EMBEDMENT. DSL 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 />JLV. COMMON NAILS. <br />SECURED W/ 10d <br />,LV. COMMON NAILS <br />I <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />ENGINEERED WOOD <br />TRUSSES @ 24" O/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />ANDAPPROVAL <br />A ALLOWABLE UPLIFT = 1825 LBS (1 STRAP) (1 OR MORE PLY) <br />B ALLOWABLE UPLIFT = 2430 LBS (1 STRAP) (1 PLY) <br />C ALLOWABLE UPLIFT = 2410 LBS (2 STRAPS) (2 OR MORE PLY) <br />TYPICAL TRUSS/ <br />is I 1c GIRDER CONNECTOR(S) SCALE: 3/4"=V-0' <br />3/4" T 8 G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG FLOOR TRUSS <br />SB" GYPSUM BOARD OR 1/2' HIGH <br />STRENGTH CLG. BOARD <br />SECURE TRUSS TO TOP PLATE W/ (2) <br />led 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 />1/2" GYP. WL. BD. <br />FLOOR TRUSS CONNECTION @ L.B.W. <br />4 SCALE: 3/4"=1'-0" <br />(NO UPLIFT) <br />O <br />w- <br />-NOTCH DEPTH 1/4'D w - <br />HOLE EDGE>5/8" <br />M.D DIAMETER <br />OUTER 1� < <br />SPAN ONLY H — <br />ENGINEERED WOOD <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 1/2' 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. MASONRY BOND BEAM <br />1x2 SECURED W/ 10d <br />GALV. COMMON NAILS 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'k6" WEDGE BOLTS AND <br />(12) WS3 SCREWS <br />(B) USP USC"" WITH (2)3/4"x6" WEDGE <br />ANCHORS AND (8)16d NAILS <br />(C) USP USC"" WITH (4) 314-x6" WEDGE <br />ANCHORS AND (8) led 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 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 SCALE: 314"-V-01' <br />GIRDER CONNECTOR(S) <br />BTM.- <br />PLATE <br />STUD NOTCHING <br />AND BORING LIMITS <br />0 <br />SCALE: 1 1/2"=1'-0" <br />EDGE>5/B" <br />HOLE DIAMETER <br /><3/5"D DBL. STUD <br />(_,_`�GIRDER/WOOD POST CONNECTIONS <br />J SCALE: 3/4"=1'-0" <br />Iflmum"m <br />i��lmm'' <br />� . ., <br />mr <br />ImImmo-mIomm <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) led VALV. COMMON NAILS. FL#17232 <br />8 - USPTHDH26 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4"° USP WEDGE -BOLT, S' MIN. <br />EMBED (20) 16d GALV. COMMON NAILS AND (10) led VALV. COMMON NAILS. FL#17232 <br />C - USP THDH26-2 G < 2400 LBS, U < 2660 LBS W/ (2) 3/4"° USP WEDGE -BOLT, 5" MIN. <br />EMBED (36) led GALV. COMMON NAILS AND (10) led VALV. COMMON NAILS. FL#17232 <br />D - USP THDH28-2 G < 4800 LBS, U < 2650 LBS W/ (4) 3/4"° USP WEDGE -BOLT, 5" MIN. <br />EMBED (36) 16d GALV. COMMON NAILS AND (10) led VALV. COMMON NAILS. FL#17232 <br />E - USP THDH28-3 G <4800 LBS, U <26M LBS W/ (4) 3/4"OUSP WEDGE -BOLT, 5" MIN. <br />EMBED (36) led GALV. COMMON NAILS AND (10) led 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 (4) 1 /4" x 2 114" <br />TAPCONS TO CONT <br />POURED LINTEL <br /># 19W 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 IW <br />TAPCONS TO CONT <br />POURED LINTEL <br />PRE-ENG TRUSS <br />CONTINUOUS BOND BEAM <br />TAP CONS MIN. Z' <br />COVER 2" APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 3/4"=V-0' <br />6 NOT USED <br />5'EDGE <br />CENTRAL <br />SPACING <br />SPACING <br />SEE <br />SEE T G BIA'L. <br />- <br />CHEDUL <br />SCHEDULE SEE F AMING PLAN <br />SEE SCHEDULE FOR BOLT SIZE <br />SEE LEDGER SCHEDULE ci <br />w <br />61/2" 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 />- Z <br />LAP A MIN OF W-W. <br />m <br />3. ALL BOLTS TO HAVE WASHERS <br />4. EXP. BOLTS SHOULD NOT BE ANY CLOSER <br />Z <br />THAN 6"O/C. <br />°D <br />5. IN LIEU OF HILTI PAPS, 1/4" DIA. x 3" MASONRY <br />SCREWS (TAPCONS) MAY BE USED, SAME <br />(2) _ PT <br />SPACING REQUIREMENT. <br />LEDGER SCHEDULE <br />MARK <br />SIZE <br />BOLT SIZE <br />SEDGESPACING <br />CENTRALSPAC#1G <br />A <br />DOUBLE 2x8 <br />1/2" <br />8" O/C <br />IV, O/C <br />B <br />DOUBLE 2x8 <br />3(4" <br />8" O/C <br />24" O/C <br />C <br />DOUBLE 2x10 <br />112" <br />8" O/C <br />11. O/C <br />D <br />DOUBLE N10 <br />3/4" <br />8" O/C <br />24" O/C <br />E <br />DOUBLE 2x10 <br />3/4" <br />6" O/C <br />1V` O/C <br />F <br />DOUBLE 2x12 <br />3/4" <br />6" O/C <br />1 12" O/C <br />810 WOOD LEDGER DETAIL <br />SCALE: 3/4"=1'-0" <br />(2) 2X4 No-2 SYP DIAG. <br />2x4 BLOCKING BETWEEN <br />BRACE W/ (3)12d @ 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" BRACE <br />SEAMS) <br />30'-1"TO 60'-0 (3) "X" BRACE <br />SECURE 2x8 PT. PLATE <br />(1) "X" BRACE @ CENTER <br />TO BLK W/ 1/2" DIA. <br />(2) "X" BRACE DIVIDED EQUALLY <br />ANCHOR BOLT W/ 2" <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 32" OC <br />MAX. <br />PRE-ENG GABLE TRUSS <br />SECURE GABLE TO 2xe <br />P.T. PLATE W/ 12d's 8" <br />STIFFBACK (AS PER <br />O.C. MAX <br />TRUSS ENG) <br />CONT. 2x4 SECURED W/ <br />(2) 10d's @ EACH TRUSS <br />TO BE INSTALLED @ <br />IV-0" O.C. MAX. <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />7 BLOCK WALL W/ GABLE END <br />PRE-EN&D 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 (F7 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 RT76A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F7, <br />AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO F7 AND F2 FORCES. <br />11 ALTERNATE MATERIALS <br />SCALE: 3/4"-V-0" <br />1441 N. RONALD REAGAN Bl <br />LONG WOOD, FL 32780 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdes)gngrouP.com <br />AA #: 000332b <br />rn <br />0 <br />0 <br />4 <br />y <br />W <br />ZE <br />O <br />�0 <br />suBDIv. ae 3LoTcl <br />SILVERADO <br />LOT 3 <br />BLK 11 <br />PROJECT# <br />04128.001-03111 <br />MODEL" <br />4EHB <br />"2605- HAYDEN" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />DAB 08/16/18 <br />SCALE: 1/4"=V-0" <br />SHEET <br />S3.1A <br />