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PLYWOOD SHEATHING, SEE <br />A-USPDT-- TRUSS ANCHOR <br />"ROOFAVALL'FLOOR <br />B-(1) USP DTHA20 TRUSS ANCHOR (1 PLY) <br />SHEATHING <br />WITH (18) 10d x 1 1/2" TO TRUSS PLYWOOD SHEATHING, SEE <br />ENGINEERED WOODJFASSCHEDULE" <br />C- (2) USP TA20R TRUSS ANCHORS (2 OR "ROOF/WALLFLOOR <br />TRUSSES @ 24" O/C, <br />MORE PLY) WITH (10)10d x 1 1/'2" NAILS TO SHEATHING <br />SUBMIT SHOP DRAWINGS <br />TRUSS.PROVIDE 5" MINIMUM CONCRETE FASTENER SCHEDULE" <br />FOR REVIEW <br />EMBEDMENT. DBL STRAP, I EACH SIDE <br />AND APPROVAL <br />WRAPS UP AND OVER TRUSS (NOT SHOWN) <br />(2) USP TA20R TRUSS <br />ANCHOR WITH (16) lDd <br />x 1 1/2" NAILS TO <br />TRUSS. PROVIDE 5" <br />MINIMUMCONCRETE <br />EMBEDMENT. DBL <br />N WOOD FASCIA SEE <br />STRAP, 1 EACH SIDE <br />4RCHITECTURAL 2z6 <br />WRAPS UP AND OVER <br />SECURED W/ (2)16d <br />TRUSS (NOT SHOWN)P <br />RFUS STEEL CONNECTOR WITH <br />3ALV.COMMON NAILS. <br />ENGINEEREDWOOD <br />USED IN CONJUNCTIONW'WEDGE <br />BOLTS AND <br />x2 SECURED W/ tOtl <br />TRUSSES @ 24" O/C, <br />WITH HEAVY UPLIFTS3 <br />SCREWS <br />3ALV. COMMON NAILS <br />SUBMIT SHOP DRAWINGS <br />CONNECTORZ" <br />P USN" WITH 3/ILS"WEDGE <br />O/C <br />FOR REVIEW <br />AND (8) d NAILS <br />ANDAPPROVAL <br />2x WOOD FASCIA SEERS <br />USN" WITH <br />H ( <br />ARCHITECTURAL 2x6P <br />d AILS314-x6"WEDGE <br />AND (8) t6d NAILSMASONRY <br />SECURED W/ (2)16dORS <br />BOND BEAM <br />GALV. COMMON NAILS.MASONRYBONDBEAM <br />LTS ARE USED <br />SEE SCHEDULE <br />1x2 SECURED W/ 10d <br />ENSURE THAT CELLS ARE GROUTED <br />A ALLOWABLE UPLIFT = 1825 LBS (i STRAP) (1 OR MORE PLY) <br />GALV. COMMON NAILS <br />SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS <br />B ALLOWABLE UPLIFT = 2430 LBS (1 STRAP) (1 PLY) <br />12" O/C <br />A ALLOWABLE UPLIFT = 7910 LBS (4 WEDGE BOLTS IN RFUS) <br />C ALLOWABLE UPLIFT = 2410 LBS (2 STRAPS) (2 OR MORE PLY) <br />B ALLOWABLE UPLIFT =10223 LBS (2 WEDGE BOLTS) <br />C ALLOWABLE UPLIFT = 12W LBS (4 WEDGE BOLTS) <br />TRUSS/ <br />TYPICAL ROOF <br />Dla 1 �bl DcTYPICAL <br />2a 2b 2c <br />SCALE:3/4"=1'-0 <br />GIRDER CONNECTOR(S) <br />SCALE:34"=1'-0" <br />GIRDER CONNECTORS) <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)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 />3 SCALE: 3/4"=1'-0" <br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />3/4" T & 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 />20 GAUGE <br />COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING <br />L <br />W/ Odx1/2 HPG COMMON NAILS. <br />W/T0dx <br />0'-0" TO 30'-0" (1)'7C BRACE SEAMS) <br />@ EACH END TOTAL OF 10 <br />30'-l" TO 60'-0 (3) "X" BRACE SECURE 2z8 PT. PLATE <br />— <br />I <br />(1) "X"BRACE @CENTER TO BLK W/ 1!2' DIA. <br />FLOOR <br />(2)'OP' BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" <br />GIRDER <br />FROM CENTER TO END. WASHER 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 />_ -- <br />STIFFBACK (AS PER <br />GYPSUM BOARD OR 1/2' HIGH <br />TRUSS ENG) CONT. 2x4 SECURED W/ <br />STRENGTH CLG. BOARD <br />(2) 1 Od's @EACH TRUSS <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />TO BE INSTALLED @ <br />16d TOENAILS <br />10'-0" <br />DOUBLE TOP PLATE <br />HTT4 W/ 5/8" A.B. WITH <br />MIN. T' EMBEDMENT <br />TO SLAB & (20)16d z <br />SEE SCHEDULE FOR <br />2x4 OR 2x6 WOOD BEARING <br />2-1/2" NAILS TO POST., <br />_ <br />BOND BEAM RED <br />WALL W/ SYP No 2 STUDS SEE <br />POST TO SR DIRECTLY <br />- <br />PLANS FOR SPACING. SINGLE <br />ON SLAB <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />1/2'GYP. WL. BD. <br />a <br />° <br />BLOCK WALL W/ GABLE END <br />� <br />Li <br />NOT USED <br />PRE-ENG'D TRUSS SCALE: 3/4'bt'-0" <br />°` <br />6 <br />GIRDER/WOOD POST CONNECTIONS <br />- <br />5 SCALE: 34'=V-9' <br />FLOOR TRUSS CONNECTION @ L.B.W. <br />SCALE: 3/4"=1'-0" (NO UPLIFT) <br />) <br />OUTER 113 ( <br />SPAN ONLY <br />PLATE <br />w <br />w - <br />DEPTH I/4'D <br />—HOLE EDGE >5/8" <br />—HOLE DIAMETER <br /><2/5•D SGL. STUD <br />STUD NOTCHING <br />AND BORING LIMITS <br />0 <br />RON <br />Em, <br />WE <br />LE EDGE >518" 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 < 24DO 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"OUSP WEDGE -BOLT, 5" MIN. <br />EMBED (36) 16d GALV: COMMON NAILS AND (10) 16d VALV. COMMON NAILS. FL#17232 <br />D - USP THOH28-2 G < 4800 LBS, U < 2650 LBS W/ (4) 3/4"° USP WEDGE -BOLT, S' MIN. <br />HOLE DIAMETER EMBED (36) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 <br />< 3/5'D DBL. STUD E - USP THDH28-3 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 />WOOD LEDGER <br />9 ATTACHMENT DETAIL <br />SCALE: 3/4"=1'-0' <br />5'EDGE <br />CENTRAL <br />SPACING <br />SPACING <br />SEE <br />SEE S6R SLR(. <br />CHEDUL' <br />SCHEDULE SEE FRAMING 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 />°D <br />3. ALL BOLTS TO HAVE WASHERS <br />4. EXP. BOLTS SHOULD NOT BE ANY CLOSER <br />THAN 6" O/C. <br />m <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 />5EDGESPAGNG <br />CENTRALSPACRIG <br />A <br />DOUBLE 2x8 <br />1/2" <br />B" O(C <br />16" O/C <br />B <br />DOUBLE 2.8 <br />3/4" <br />8" O/C <br />24" O/C <br />C <br />DOUBLE 2xi0 <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 2x10 <br />314" <br />6" O/C <br />16" O/C <br />F <br />DOUBLE 2z12 <br />3/4" <br />6" O/C <br />12" O/C <br />( :�)_ALE:WOOD LEDGER DETAIL 3/4"-V-9' <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 (F1 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, Fl, <br />AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO Pt AND F2 FORCES. <br />11 ALTERNATE MATERIALS <br />SCALE: 3/4"=V-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750. <br />PH: 407-774-6078 <br />FAX 407-774,4078 <br />www.abdesigngroup.com <br />AA #: 0003325 -A <br />V <br />m <br />0 <br />0 <br />A <br />_3 <br />9xmDIV. 8a IAT: <br />SILVERADO <br />LOT #1 <br />BLK #12 <br />PROJECT# <br />04128.001-01121 <br />MODEL• <br />4ENB <br />"1751-NEUVILLE" <br />GARAGE S'WMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />50 MPH EXP. <br />L `-[R NO 93723 <br />DF'FMA ITT 08/15/ 88 <br />SCALE: 1/4"=1'—O" <br />SHEET <br />S3.1A <br />