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7656 Sail Clover Ln (2)
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7656 Sail Clover Ln (2)
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Last modified
3/20/2025 6:37:30 PM
Creation date
2/24/2025 9:55:09 AM
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Building Plans
Street #
7656
Location
Sail Clover Ln
Contractor
D R Horton
Building Plans - Permit #
3340
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SIMPSON HB W/ (8) 8d <br />COMMON NAILS, EACH <br />END EVERY STUD OR ON <br />EACH END OF'BUNDLE' <br />OFSTUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />I -JOIST LVL <br />SIMPSON H6 W/ <br />(8)Sd COMM^" <br />EACH END <br />PLATE STRAPS W/ 10d x 1 <br />1/2' HDG NAILS <br />WALL / FLOOR FRAMING, <br />OIST PARALLEL TO WALL <br />SCALE: 3/4'=1'-C' <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />AT FIRST TWO BAYS V-0' O.C. (AT O <br />SHEATHING SEAMS) (BLOCKING PRE-ENG'D WOOD <br />TRUSS (TYP) O 24' O.C. <br />NOT SHOWN FOR CLARITY) MAX <br />FOR STRAPPING <br />VERIFY <br />SECURE 2x8 PT. PLATE TO BLK W/ TRUSS PLAN <br />W/ 1/2' DIA. ANCHOR BOLT W/ 2' <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 6' MIN. <br />EMBED. AT 32' OC MAX. <br />SECURE GABLE TO 2x8 P.T. <br />PLATE W/ 12ds 8' O.C. MAX <br />CONC, POURED <br />LINTEL COURSE <br />CONT. 2x4 SECURED W/ (2) 10d's O EACH <br />TRUSS TO BE INSTALLED O 10'-0' O.C. MAX. <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />8 SCALE: 3/4'=1'-0' <br />6' CMU WALL— <br />REINF PER PLAN <br />(2) 2x4 P.T. W/ - <br />MASONRY NAILS <br />O 12' O.C. <br />1 X2 FIRE -STOP - <br />STRAP TRUSS TO PL. <br />SEE SCHED. BELOW <br />U TO LEA f E <br />A - SIMPSON MTS12 <br />U < 990 LBS W/ (14) 10d <br />GALV. NAILS. <br />B - (2) SIMPSON MTS12 <br />U < 1420 LBS W/ (14) 10d <br />GALV. NAILS EA. STRAP <br />k8 WOOD SCREWS 1 <br />x 2' LONG O TO.C.; <br />STAGGERED OFF <br />CENTERLINE <br />3/4' AS SHOWN <br />oil <br />'fY4„ <br />P <br />SCREW PATTERN <br />I -JOIST (SEE <br />DBL 2X12 SYP 92 LEDGER. SEE <br />BOLT SCHEDULE, 10/S3.1A. <br />SECTION DETAIL <br />AT I -JOISTS PERPENDICULAR <br />�TOEXTERIOR WALL <br />WALL <br />SIMPSON SPH4 OR SPH6 BTM <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 1/2' COMMON NAILS <br />FILL ALL HOLES, DO NOT USE <br />10d x3' <br />PRE-ENG ROOF 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 />20 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 />SECURE ST. PLATE TO SLAB W/ <br />1/2'x9' WEDGE ANCHOR W/2' <br />WASHER SET IN HIGH STRENGTH <br />EPDXY 5-1/2' EMBED. MIN. O 16' <br />OC MAX. <br />TRUSS CONNECTION @ L.B.W. <br />9a 9b SCALE: 3/4'=1'-9' <br />ae WOOD SCREWS x 2' <br />LONG O 3' O.C.; <br />STAGGERED <br />AS SHOWN <br />DEL. 2XS SYP 42 LEDGE <br />SEE BOLT SCHEDULE, <br />10/S3.1A. <br />8' CMU WALL — <br />REINF PER PLAN <br />1 <br />R. <br />I <br />-SCREW FPATTERN <br />T 1' `I -JOIST (SEE <br />24" M <br />2x4 P.T. CEILING <br />El IrR FRAMING PLAN) <br />NAILER W/ <br />MASONRY NAILS <br />IA. FFI <br />O 12' O.C. <br />1X2 FIRE -STOP <br />SECTION DETAIL <br />AT I -JOISTS PARALLEL <br />TO EXTERIOR WALL <br />4 <br />SCALE: 3/4'=V-17 <br />ROOF TRUSS <br />M <br />04/08 SYP NO. 2 <br />WOOD POST TO <br />SLAB.SEE <br />SCHEDULE <br />BELOW FOR <br />CONNECTION <br />FL817239 <br />. O' <br />:0•: <br />TRUSS/WOOD POST CONNECTIONS <br />10a 10b 10c SCALE:34'=1'-0 <br />TRU88 To�co14�� <br />A - SIMPSON MTS-12 U: 990 LBS W/ (14) 10d GALV. NAILS. <br />B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. <br />C - 2-PLY-SIMPSON VGT/HDU4 U < 4665 LBS VGT TO TRUSS W/ (16) <br />1/4'x3'SDS, (1) 5/8" A.T.R. TO HDU4 AND (10) 1/4' X 21/2' SDS TO POST <br />POST TO�CON� <br />A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA. x 6' EXP. BOLT <br />SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6' EXP. BOLT <br />C - SIMPSON HTT5 POST ON SLAB <U:4,665 W/ 5/8' A.B. WITH MIN. 7' <br />EMBEDMENT TO SLAB 8 (26) 16d x 2-1/2' NAILS TO POST. <br />A N C N I T N C T N <br />6 <br />Grown <br />441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-77443078 <br />FAX: 407-7744078 <br />www.abdesigngroup.eom <br />AA M: 0003325 <br />DRAFTING SY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 1113486.2828 <br />FAX: 8132 2802 <br />01111111111 <br />susDLv ae L.oT <br />SILVERADO <br />LOT#8 <br />BLK 13 <br />PRodECT# <br />03719.000-06131 <br />MODEI: <br />JORDYN <br />GARAGE awudG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. C <br />
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