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A-USP DTC TRUSS ANCHOR <br />B-(1) USP DTHA20 TRUSS ANCHOR (1 PLY) <br />WITH (18) 1 Od x 1 1 /2' TO TRUSS <br />C- (2) USP TA20R TRUSS ANCHORS (2 OR <br />MORE PLY) WITH (10) 1Od x i 1/2" 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 2x8 <br />CURED W/(2) led <br />,LV. COMMON NAILS. <br />SECURED W/ 10d <br />d_V. COMMON NAILS <br />,Q,C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOFMALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />ENGINEERED WOOD <br />TRUSSES @ 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 />B ALLOWABLE UPLIFT - 2430 LBS (1 STRAP) (1 PLY) <br />C ALLOWABLE UPLIFT . 2410 LBS (2 STRAPS) (2 OR MORE PLY) <br />1a ib is TYPICAL TRUSS/ SCALE:-34-,-0 <br />GIRDER CONNECTOR(S) <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, i 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 J B—$ <br />ARCHITECTURAL 2z6 H_J9 <br />SECURED W/ (2) 16d <br />GALV. COMMON NAILS. <br />1x2 SECURED W/ 10d Z <br />ONRY BOND BEAM 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"x6" WEDGE BOLTS AND <br />(12) W83 SCREWS <br />(B) USP USC" WITH (2) 3/47XB" WEDGE <br />ANCHORS AND (8)16d NAILS <br />(C) USP USC" WITH (4) 3/4"x6" WEDGE <br />ANCHORS AND (8) led NAILS <br />IF 4 BOLTS ARE USED <br />ENSURE THAT CELLS ARE GROUTED <br />SOLID, W 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 <br />GIRDER CONNECTOR(S) <br /># 1175 UPLIFT USP <br />HTWM20 W/101 Od TO <br />TRUSS AND (4) 1/4" x 214' <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 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: 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 />LSTA1220 GAUGE <br />COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING <br />W! 10dz1/2 HPG COMMON NAILS. <br />0'-0' TO 30'-0" (1)'7("BRACE SEAMS) <br />@ EACH END TOTAL OF 10 <br />30'4" TO 60'-0 (3) V' BRACE SECURE PT. PLATE <br />(1) W- BRACE @ CENTER / 1 <br />TO BLK W/ 1 DIA. <br />FLOOR <br />ANCHOR L <br />GIRDER <br />FROM CENTER TOE END. WASHER SET IN HIGH <br />SET IN HIGH <br />2x WOOD FASCIA, STRENGTH EPDXY 6" <br />SEE ARCHITECTURAL MIN. EMBED. AT 32' 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 />SIB" GYPSUM BOARD OR 112" HIGH <br />TRUSS ENG) CONT. 2x4 SECURED W/ <br />STRENGTH CLG. BOARD <br />(2) 1Od's @ EACH TRUSS <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />TO BE INSTALLED @ <br />18d TOENAILS <br />10'-0" O.C. MAX. <br />DOUBLE TOP PLATE <br />18. A.B. WITH <br />BEDMENT <br />8 (20) 16d x <br />SEE SCHEDULE FOR <br />2x4 OR 2x6 WOOD BEARING <br />LS TO POST„ <br />BOND BEAM REQ. <br />WALL W/ SYP No 2 STUDS SEE <br />SITIRECTLYPLANS <br />L <br />FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />1/2" GYP. WL. BD. <br />" <br />a <br />BLOCK WALL W/ GABLE END <br />IT <br />NOT USED <br />PRE-ENGD TRUSS SCALE:3/4'-1'-0" <br />6 <br />GIRDER/WOOD POST CONNECTIONS <br />5 SCALE: 3/4".1'-0' <br />a <br />4 FLOOR TRUSS CONNECTION @ L.B.W. <br />SCALE: 3/4"-V-0" (NO UPLIFT) <br />OUTER 113 OF <br />SPAN ONLY <br />BTM.- <br />PLATE <br />DEPTH 1/4'D <br />—HOLE EDGE>5/8" <br />—HOLE DIAMETER <br /><2/5'D SGL. STUD <br />HOLE EDGE>518" <br />HOLE DIAMETER <br /><3/5'D DBL, STUD <br />STUD NOTCHING <br />AND BORING LIMITS <br />8 scALe 1 vz'-r-ovz'-r-o" <br />A - USP THOH26 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 />B - 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 THDH28-2 G < 24GO LBS, U < 2660 LBS W/ (2) 3/4"° USP WEDGE -BOLT, 5" MIN. <br />EMBED (36) led 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-80LT, 5" MIN. <br />EMBED (36) 1Sd GALV. COMMON NAILS AND (10) 16d VALV. COMMON NAILS. FL#17232 <br />E - USP THDH28.3 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 />WOOD LEDGER <br />ATTACHMENT DETAIL <br />SCALE: 3/4"-V-W <br />SEDGE CENTRAL <br />SPACING SPACING <br />SEE SEE <br />EE F <br />�CHEDU, L _ SCHEDULE IM N PLAN <br />SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE w <br />5 1/2" 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 />LAP A MIN OF 4'-0". <br />m 3. ALL BOLTS TO HAVE WASHERS <br />4. EXP. BOLTS SHOULD NOT BE ANY CLOSER <br />THAN 6" O/C. <br />°D q 5. IN LIEU OF HILTI PAPS, 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 />BOLT SIZE <br />SEDGESPArANG <br />CENTRALSPACING <br />A <br />DOUBLE 2x8 <br />1/7, <br />8" O/C <br />16" O/C <br />B <br />DOUBLE 2x8 <br />314" <br />8" O/C <br />11, m <br />C <br />DOUBLE 200 <br />1/2" <br />8" O/C <br />16" O/C <br />D <br />DOUBLE 2(10 <br />3/4" <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 />314" <br />6" O/C <br />12" O/C <br />10 WOOD LEDGER DETAIL <br />SCALE: 3/4"-l'-C" <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 RTI6A (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 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: 407-774.807E <br />FAX: 407-7744073 <br />www.abdosigngroup.com <br />L AA M: 0003325 <br />F <br />Aq <br />y- <br />y <br />c <br />a <br />'VBDIV. ac L.OT <br />SILVERADO <br />LOT #5 <br />BLK. #12 <br />PROJECT# <br />04128.001-05121 <br />MODEIs <br />4EBB <br />"1828-CALI" <br />GARAGE SUING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />DA 8/i6/18 <br />SCALM: 1/4"=1'—O" <br />8HEET <br />S3.1A <br />