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6764 Wagon Trail St
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6764 Wagon Trail St
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Last modified
3/20/2025 7:31:06 PM
Creation date
2/24/2025 9:49:51 AM
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Building Plans
Street #
6764
Location
Wagon Trail St
Contractor
D R Horton
Building Plans - Permit #
20445
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A-USP DTC TRUSS ANCHOR <br />S-(1) USP DTHA20 TRUSS ANCHOR (1 PLY) <br />WITH (18) 1 Od x 1 1 /T TO TRUSS <br />C- (2) USP TA20R TRUSS ANCHORS (2 OR <br />MORE PLY) WITH (10) 1 Od x 1 1/T NAILS TO <br />TRUSS.PROVIDE 5" MINIMUM CONCRETE <br />EMBEDMENT. DEL STRAP, 1 EACH SIDE <br />WRAPS UP AND OVER TRUSS (NOT SHOWN) <br />x WOOD FASCIA SEE <br />ARCHITECTURAL 2x6 <br />IECURED W/ (2)16d <br />9ALV. COMMON NAILS- <br />X2 SECURED W/ 10d <br />1ALV. COMMON NAILS <br />T O/C <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 />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 />1 a 1 b 1 c TYPICAL TRUSS/ 4'.,'-0" <br />GIRDER CONNECTOR(S) <br />3/4. T & G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG FLOOR TRUSS <br />SM" GYPSUM BOARD OR 1/2' HIGH <br />STRENGTH CLG, BOARD <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />18d 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 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. <br />1X2 SECURED W/ 10d <br />GALV. COMMON NAILS <br />MASONRY BOND BEAM <br />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) WS3 SCREWS <br />(B) USP USC" WITH (2) 3/*W" WEDGE <br />ANCHORS AND (8) 16d NAILS <br />(C) USP USC" WITH (4) 3/4'x6" WEDGE <br />ANCHORS AND (8)18d NAILS <br />IF 4 BOLTS ARE USED <br />ENSURE THAT CELLS ARE GROUTED <br />SOLID, 8" EACH WAY OF BOLTS <br />12 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�2b2cTYPICAL ROOF AL :34".1'0 <br />GIRDER CONNECTOR(S) <br />LJ I I L [U UMUUC <br />W/ I Odx1 /2 HPG CCMMON NAILS. <br />@ EACH END TOTAL OF 10 <br />FLOOR <br />GIRDER <br />iTT4 W/ 5/8" A.B. WITH <br />AIN. 7" EMBEDMENT <br />TO SLAB & (20)16d x <br />2X4 OR 2x6 WOOD BEARING <br />2-1/2' NAILS TO POST., <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 />c< <br />1/2" GYP. WL. BD. <br />- <br />a <br />=� <br />POST CONNECTIONS <br />5GIRDER/WOOD <br />4 FLOOR TRUSS CONNECTION @ L.B.W. <br />SCALE: 3/4".V-6" (NO UPLIFT) <br />DEPTH 1/4"D <br />—HOLE EDGE >&V' <br />—HOLE DIAMETER <br />< 2/5"D SGL. STUD <br />OUTER 1/3 OF <br />SPAN ONLY <br />PLATE <br />STUD NOTCHING <br />AND BORING LIMITS <br />8 SCALE: 1 1/2"=1'-0" <br />EDGE >61&' <br />HOLE DIAMETER <br />< 3/5"D DBL. STUD <br />A - USP THDH26 G < 1200 LBS, U < 1280 LBS W/ (1) 34"° USP WEDGE-SOLT, 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 (36) 16d GALV. COMMON NAILS AND (10)18d VALV. COMMON NAILS. FL#i 7232 <br />D - USP THDH28-2 G <4800 LBS, U <2650 LBS W/ (4) 3/4"" USP WEDGE -BOLT, S' 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) 34°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 />6'-O" MAX <br />SEE PLAN <br />FOR LOCATION <br /># 1175 UPLIFT USP <br />HTWM20 W/101Od TO <br />TRUSS AND (4) 114" x 21/4" <br />TAPCONS TO CONT <br />POURED LINTEL <br /># I9W 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. T <br />COVER 2" APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 3/4".V-0" <br />DIAGONAL <br />L CHORD <br />LING, SEE <br />N FOR LOCATION <br />'NOT BE <br />MIRED <br />CHORD OF <br />)D ROOF TRUSSES <br />1 X4 BTM. CHORD J -END WALL OR OTHER <br />BRACING 0-D" O/C END TYPE CONDITION, IF <br />MAX., SECURED W/ DEPICTED SEE PLAN <br />(2) 10d COMMON <br />NAILS AT EACH <br />CHORD <br />INTERSECTION 6 BTM. CHORD BRACING <br />SCALE: 3/4"=1'-0" <br />5'EDGE <br />CENTRAL <br />SPACING <br />SPACING <br />SEE <br />SEE <br />SCHEDUL <br />SCHEDULE AMIN LAN <br />SEE SCHEDULE FOR BOLT SIZE <br />SEE LEDGER SCHEDULE Q <br />5 1/2" MIN. EMBED. (TYP) <br />1. ENSURE THAT EXP. BOLTS ARE PLACED INTO <br />GROUTED CELLS, S" 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 />Z <br />THAN 6"O/C. <br />°D <br />5. IN LIEU OF HILTI PAPS, 1/4" DIA. x T 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 />6EDGESPAGING <br />CENTRALSPACSIG <br />A <br />DOUBLE 2x8 <br />112' <br />8" O/C <br />16" O/C <br />B <br />DOUBLE 2x8 <br />3/4" <br />B" O/C <br />24" O/C <br />C <br />DOUBLE 2X10 <br />1/2" <br />8" WC <br />16" O/C <br />D <br />DOUBLE 2x10 <br />3/4" <br />8" O/C <br />24" O/C <br />E <br />DOUBLE 2X10 <br />3/4" <br />6" O/C <br />16" O/C <br />F <br />DOUBLE 202 <br />3/4" <br />6" <br />10 WOOD LEDGER DETAIL <br />SCALE: 3/4"-V-0' <br />(2) 2X4 No.2 SYP DIAG. - <br />BRACE W/ (3)12d @ EA. <br />TRUSS(DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />0'-0" TO 30'-0" (1) "X" BRACE <br />30'-1"TO 60'-0 (3)'0C BRACE <br />(1)"X" BRACE @ CENTER <br />(2) "X" BRACE DIVIDED EQUALLY <br />FROM CENTER TO END. <br />2x WOOD FASCIA, - <br />SEE ARCHITECTURAL <br />PRE-ENG GABLE TRUSS <br />STIFFBACK (AS PER <br />TRUSS ENG) <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />2X4 BLOCKING BETWEEN <br />TRUSSES WHERE <br />X43RACING IS PRESENT AT <br />4'-0" O.C. (AT SHEATHING <br />SEAMS) <br />SECURE 2x8 PT. PLATE <br />TO BLK W/ I17 DIA. <br />ANCHOR BOLT W/ T <br />WASHER SET IN HIGH <br />STRENGTH EPDXY6" <br />MIN. EMBED. AT 32" OC <br />MAX. <br />SECURE GABLE TO 2X8 <br />P.T. PLATE W/ 12d's 8" <br />O.C. MAX <br />CONT. 2X4 SECURED W/ <br />(2) 1 Od'B @ EACH TRUSS <br />TO BE INSTALLED @ <br />10'-0" O.C. MAX. <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'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 (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, F1, <br />AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO F7 AND F2 FORCES. <br />S1 � ALTERNATE MATERIALS <br />SCALE: 3/4".1'-0" <br />1441 N. RONALD REAGAN BL <br />LONG WOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774,4078 <br />www.abdeslgngtoup.oDm <br />L AA #: 0003325 <br />y� <br />O <br />03 <br />4 <br />a <br />SVHDI& LOT: V <br />SILVER ADO <br />LOT #2 <br />BLK. #ll <br />PROJECT* <br />04128.001-02111 <br />1gODEL: <br />4EAB <br />"1672—ARIA" <br />GARAGE 811MG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />DpjNT <br />A IM 8/16/18 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S3.1A <br />
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