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7641 Sail Clover Ln
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7641 Sail Clover Ln
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Last modified
3/20/2025 5:28:02 PM
Creation date
2/24/2025 9:34:20 AM
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Building Plans
Street #
7641
Location
Sail Clover Ln
Contractor
D R Horton
Building Plans - Permit #
3341
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SIMPSON HB W <br />(8)8d COMMON NAILS 2x STUDS <br />8 MPSON HIS W (8) 8d EACH END <br />COMMON NAILS, EACH <br />END EVERY STUD OR ON <br />EACH END OF "BUNDLE" <br />OF STUDS <br />PLYWOOD FLOOR <br />BREATHING <br />SIMPSON SPH4/SPHSBTM. <br />IJOIST LVL PLATE STRAPS W 10d x 1 <br />1/r HOG NAILS <br />WALL / FLOOR FRAMING, <br />I -JOIST PARALLEL TO WALL <br />2 SCALE 34"=1'-0' <br />!8 WOOD SCREWS <br />x 2" LONG Q 3' O.C.; <br />STAGGERED AS SHOW) <br />STAGGERED <br />2X8 SYP 42 LEDGER. <br />SEE FLOOR JOIST LEDGER <br />SCHEDULE, lQ/3.1A <br />8` CMU WALA <br />REINF. PER PLAX 6' TAPCONS <br />VATP <br />(SEE <br />AT <br />P.T. CEILI2P MAX <br />MASONRY NAI <br />Q1rO+_1X2 FIRESTO <br />SECTION DETAIL AT <br />I -JOIST PARALLEL <br />TO EXTERIOR WALL <br />SCALE: 3/4"=1'-0' <br />#8 WOOD SCREWS <br />x r LONG Q 3' O. C.', <br />STAGGERED OFF <br />CENTERLINE <br />8" CMU WALL 314" AS SHOWN <br />' <br />REINF. PER PLAN I.1.P <br />EL V TI �n yJ�WOIST <br />$ O „ IJOIST(SEEFRAMINGPIAN)oFRAMING PLAN) <br />$P <br />PE ELEVATION2x4 <br />(2) 2x4 P.T. W + xNAILER <br />MASONRY NAILS DBL 2X12 SYP %2 LEDGER. SEE <br />Q 12' O.C. BOLT SCHEDULE, 10/531A <br />1X2 FIRE -STOP <br />SECTION DETAIL AT <br />I -JOIST PERPENDICULAR <br />TO BEARING ON EXTERIOR WALL <br />4 SCALE: 314"=1'-0' <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO PL. <br />PRE-ENG <br />AT FIRST TWO BAYS 4'-0" O.C. (AT <br />PRE-ENG'D V,0CCD <br />SEE SC HED. BELOW <br />ROOF TRUSS <br />SHEATH <br />SHEATHING SEAMS) <br />TRUSS (TYP) Q 24" O.C. <br />SHOWN FOR CLARITY) <br />MAX <br />0 <br />2X4 DIAGONAL BTM. CHORD <br />PER EL VATI <br />QRACING. SEE PLAN FOR <br />FOR STRAPPING <br />LOCATION <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 2x8 PT. PLATE TO BLK W/ TRUSS PLAN <br />TRll88 TO TOP PLATE SIB- GYPSUM BOARD OR 12' HIGH <br />W/ 1/2" DIA. ANCHOR BOLT W Z' <br />A - SIMPSON MTS12 STRENGTH CLG. BOARD <br />04/4A SYP NO. 2 <br />WASHER SET IN HIGH <br />U < 990 LISS W/ (14) 10d SECURE TRUSS TO TOP PLATE W (2) <br />WOOD POST TO <br />STRENGTH EPDXY B'MIN . <br />GALV. NAILS. 16d TOENAILS <br />SLAB. SEE <br />EMBED. AT 32"OC MAX <br />B - (2) SIMPSON MTS12 DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO 2x8 P.T. <br />U < 1420 LISS W (14) 10d <br />BELOW FOR <br />PLATE W/ 12d's 8' O.C. MAX <br />GALV. NAILS EA STRAP 2x4 OR 2x6 WOOD BEARING <br />CONNECTION <br />WALL W/ SYP No 2 STUDS SEE <br />FL%17239 <br />PLANS FOR SPACING. SINGLE <br />CONO POURED <br />BTM. PLATE TO BE PT. <br />LINTEL COURSE <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />0' <br />SIMPSON SPH4 OR SPHB BTM 12" GYP. WL. BD. <br />o• <br />AND TOP PLATE ANCHORS W <br />10d x 1 1/2" COMMON NAILS SECURE BT. PLATE TO SLAB W/ <br />CONTFILL <br />2x4 BECUREDLED@0daQEC,MACH <br />ALL HOLES, DO NOT USE 1/rx9" WEDGE ANCHOR W 2' <br />10dx3' WASHER SET IN HIGH STRENGTH <br />TRUSS/IIVOOD POST CONNECTIONS <br />TRUSS <br />TRUSS TO BE INSTALLED Q 10'-0"O.C. MAX <br />EPDXY 5-lrr EMBED. MIN. Q 1B' <br />08 10b DCi <br />OC MAX <br />SCALE. 3/4"=1'-P <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS V, CMU WALL <br />8 <br />ON <br />SCALE: 3/4"=1 •-0' <br />4' <br />A - SIM S N MTS-12UT <br />A - SIMPSON MTB-12 U < 990 LBS W (14) 10tl GALV. NAILS. <br />U 990 LB <br />B - SIMPSCN HTS-20 U < 1310 LISS W/ (20) 10d GALV. NAILS. <br />C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W (16) <br />1/4"0"SDS,(1)5/8—A, T. R. TO HDU4 AND(10) 14' X 21rr WS TO POST <br />TRUSS CONNECTION @ L.B.W. <br />POOTTOBLA CONNECTION <br />AG `7U SCALE. 3/4"=l'-0' <br />A&B - SIMPSON ASU44Z POST BASE <U:1,900 G5,660 W SR DIAL x 6" EXP. BOLT <br />81MPSON ABU46Z POST BASE <U:2.300 G: 10,335W 5/8 DIA x 6' EXP. BOLT <br />C - SIMPSON HTT5 POST ON SLAB <U:4,565 W SIB" AB. WITH MIN. r <br />EMBEDMENT TO SLAB 8 (28) 18d x 2-1,7 NAILS TO POST. <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7744078 <br />FAX: 407-774.4078 <br />w .abdmlgngrcup.com <br />AA M: 0003325 <br />Y <br />O <br />O <br />BUDDIV. Al. LOT: <br />ABBOTT PARK <br />LOT #45 <br />BLK 7 <br />pnoa70T/ <br />041 1.000-4507 <br />MODMU <br />4EHB <br />"2605-HAYDEN" <br />OAIt/Nd3 aTl DM: <br />RIGHT <br />PAOAC <br />DETAILS <br />(I -JOIST) <br />60 MPH EXP. CO <br />24 <br />L AR NO =4A. -_ 7�v _J <br />Pvu%-r -I <br />DATM 09/22/21 <br />scA=: 1/4"=1'-0" <br />allmm <br />S3.1B <br />
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