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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 (20R <br />MORE PLY) WITH (10) 1Od x 1 1/T NAILS TO <br />TRUSS.PROVIDE 5" MINIMUM CONCRETE <br />EMBEDMENT. DBL STRAP, 1 EACH SIDE <br />WRAPS UP AND OVER TRUSS (NOT SHOWN) <br />HOOD FASCIA SEE <br />CHITECTURAL 2x6 <br />JURED W/(2)16d <br />LV. COMMON NAILS. <br />SECURED W/ 10d <br />LV. COMMON NAILS <br />O/C <br />MASONRYBONDBEAM <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 />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 />i s i b 1 c TYPICAL TRUSS/ SCALE: 3 <br />GIRDER CONNECTORS) <br />3/4" T & G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG FLOOR TRUSS <br />5/8" GYPSUM BOARD OR 1/2" HIGH <br />STRENGTH CLG. BOARD <br />SECURE TRUSS TO TOP PLATE W (2) <br />16d TOENAILS <br />DOUBLE TOP PLATE <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 1IT 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 24 <br />SECURED W/(2) 16d <br />GALV. COMMON NAILS. MASONRY BOND BEAM <br />ix2 SECURED W/ 10d SEE SCHEDULE <br />GALV. COMMON NAILS <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALUFLOOR <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'X6" WEDGE <br />ANCHORS AND (8)16d NAILS <br />(C) USP USC" WITH (4) 3/4'W!' 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 />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 />TYPICAL ROOF <br />2a 2b 2c GIRDER CONNECTOR(S) SCALE: 3/4"=1'-0 <br /># 1175 UPLIFT USP - <br />HTWM20 W/1010d TO <br />TRUSS AND (4) 1 W 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 W11010d 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 />ll�3 <br />SCALE: 3/4"=1'-0" <br />(2) 2X4 No.2 SYP DIAG. 20 BLOCKING BETWEEN <br />BRACE W/ (3)12d @ EA TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />LSTA12 20 GAUGE <br />COVER 5 TRUSSES) 4'-0- O.C. (AT SHEATHING <br />W! 10dxt/2 HPG COMMON NAILS. <br />SEAMS) <br />0'-0" TO 30'-0" (1)'OC' BRACE1(2) <br />@ EACH END TOTAL OF 10 <br />30'-1"TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE <br />(1) "X" BRACE @ CENTERTO BLK W/ 1/2" DIA. <br />FLOOR <br />(2) .X., BRACE DIVIDED EQUALLYANCHOR BOLT W/ Z' <br />GIRDER <br />FROM CENTER TO END. WASHER SET IN HIGH <br />2x WOOD FASCIA,STRENGTH EPDXY 6" <br />SEE ARCHITECTURALMIN. EMBED. AT 3T OC <br />MAX. <br />PRE-ENG GABLE TRUSSSECURE GABLE TO 2x8 <br />P.T. PLATE W/ 12d's 8" <br />STIFFBACK (AS PERO.C. MAX <br />TRUSS ENG)CONT. 2.4 SECURED W/ <br />10d's @ EACH TRUSS <br />TO BE INSTALLED @ <br />10'-W O.C. MAX. <br />ITT4 W/ 5/8" A.B. WITH <br />41N. 7' EMB€DMENT <br />rV TO SLAB & (20)16d x <br />2x4 OR 2x6 WOOD BEARING 2-112" NAILS TO POST., <br />WALL W/ SYP 2 STUDS SEE POST TO SIT DIR <br />PLANS FOR SPACING. SINGLE ON SLAB <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING I a <br />1/2" GYP. WL. BD. " <br />%FLOOR TRUSS CONNECTION @ L.B.W. <br />`F SCALE:-"=1'-0" (NO UPLIFT) <br />) <br />OUTER MOF <br />SPAN ONLY <br />STM.- <br />PLATE <br />DEPTH 1/4'D <br />—HOLE EDGE >SB" <br />—ROLE DIAMETER <br /><2/5"D SGL. STUD <br />HOLE EDGE >5/8" <br />HOLE DIAMETER <br /><3/5'D DBL. STUD <br />STUD NOTCHING <br />AND BORING LIMITS <br />0 <br />GIRDER/WOOD POST CONNECTIONS <br />5 SCALE: 3/4"=1'-0" <br />IEM'ummm <br />1=� <br />!= <br />"I <br />M.mp <br />0 1 m <br />mp, <br />71m, <br />71A <br />Immom <br />ME! <br />■ <br />o." <br />I <br />A - USP THDH26 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4"o 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"o 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"O USP WEDGE -BOLT, 5" 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 < 2650 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 < 2650 LBS W/ (4) 3/4"O USP WEDGE -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"=i'-0" <br />6 NOT USED <br />5'EDGE <br />CENTRAL <br />SPACING <br />SPACING <br />SEE <br />SEE h IRLIaS <br />CHEDUL- <br />SCHEDULE SEE F MIN PLAN <br />SEE SCHEDULE FOR BOLT SIZE <br />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 />- Z <br />LAP A MIN OF 4'-0". <br />�O <br />3. ALL BOLTS TO HAVE WASHERS <br />4. EXP. BOLTS SHOULD NOT BE ANY CLOSER <br />THAN 6" O/C. <br />fO <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 />BOLTSIZE <br />SEDGESPACING <br />CENIRALSPACING <br />A <br />DOUBLE 2x8 <br />1/7, <br />8" O/C <br />16" O/C <br />B <br />DOUBLE 2x8 <br />3/4" <br />8" O/C <br />24" O/C <br />C <br />DOUBLE 200 <br />1/2" <br />8" O/C <br />16" O/C <br />D <br />DOUBLE 200 <br />314" <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 2x12 <br />3/4" <br />6" O/C <br />WOOD LEDGER DETAIL <br />v SCALE: 314"=1' T <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />BLOCK WALL W/ GABLE END <br />PRE-ENGD TRUSS SCALE:34"=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 (FI 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: 407-7746078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />L AA #: 0003325 <br />r' <br />V <br />R <br />4 <br />F <br />su33DIV. de LOT <br />SILVERADO <br />LOT #4 <br />BLK #12 <br />PROJECT# <br />04128.001-04121 <br />MODEL <br />4EHB <br />"2605—HAYDEN" <br />GARAGE SMING: <br />RIGHT <br />PAGE: <br />DETAILS <br />50 MPH EXP. <br />DA08/18/18 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S3.1A <br />