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7789 Sail Clover Ln
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7789 Sail Clover Ln
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Last modified
3/21/2025 1:51:13 AM
Creation date
2/24/2025 9:39:07 AM
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Building Plans
Street #
7789
Location
Sail Clover Ln
Contractor
D R Horton
Building Plans - Permit #
2656
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SIMPSON H6 W/ <br />(8)8d COMMON NAILS 2x STUDS <br />H6 W/ (8) Bd EACH END <br />M COMMON <br />C <br />COMMON NAILS, EACH <br />END EVERY STUD OR ON <br />EACH END OF "BUNDLE" <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />SIMPSON SPH4/SPH6 BTM. <br />IJOIST LVL PLATE STRAPS W/ 10d x 1 <br />I0 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 @ 3" O.C.; <br />STAGGERED AS SHOWN <br />DBL 2X8 SYP #2 LEDGER. <br />SEE FLOOR JOIST LEDGER <br />SCHEDULE, 10/153.1A <br />IT'CMU WALL X 5' TAPCONS <br />REINF. PER PLAN �' <br />PER ELEVATION <br />° o� <br />-JOIST (SEE' <br />z a� 3 FRAMING PLAN) <br />PER ELEVATION <br />2x4 P.T. CEILING +`r 2T MAX 1. <br />NAILER W/ <br />MASONRY NAILS j' <br />12" O.C. <br />iX2 FIRE -STOP <br />SECTION DETAIL AT <br />i-JOIST PARALLEL <br />Q TO EXTERIOR WALL <br />`� SCALE 3/4"=1'-5' <br />#8 WOOD SCREWS <br />x 2" LONG @ 3" O.C.; <br />STAGGERED OFF <br />CENTERLINE <br />8" CMU WALL 314" AS SHOWN <br />REINF. PER PLAN <br />PER ELEVATION <br />o e <br />—c I -JOIST (SEE <br />z z _j� FRAMING PLAN) <br />PER ELEVATION <br />(2) 2x4 P.T. W/ <br />MASONRY NAILS DBL 2X12 SYP p2 LEDGER. SEE <br />@ 17' O.C. BOLTA SCHEDULE, 10/S3.1 <br />1X2 FIRE -STOP <br />SECTION DETAIL AT <br />I -JOIST PERPENDICULAR <br />TO BEARING ON EXTERIOR WALL <br />4 SCALE: 3/4"=V-0" <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO PL. <br />PRE-ENG <br />-0 <br />AT FIRST TWO BAYS 4*-U'O.C. (AT <br />PRE-ENG'D WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) @ 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />2X4 DIAGONAL BTM. CHORD <br />PER ELEVATION <br />BRACING. SEE PLAN FOR <br />FOR STRAPPING <br />LOCATION <br />VERIFY <br />PRE{NG ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN <br />TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 12" HIGH <br />W/ 1/7' DIA. ANCHOR BOLT W/ 2" <br />A -SIMPSON MTS12 STRENGTH CLG. BOARD <br />4x4/4x6 SYP NO. 2 <br />WASHER SET IN HIGH <br />U < 990 LBS W/ (14) 10d SECURE TRUSS TO TOP PLATE w/ (2) <br />WOOD POST TO <br />STRENGTH EPDXY 5' MIN. <br />GALV. NAILS, 16d TOENAILS <br />SLAB. SEE <br />EMBED. AT 37' OC MAX. <br />B - (2) SIMPSON MT812 DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO 20 PT. <br />U < 1420 LBS W/ (14) 10d <br />BELOW FOR <br />PLATE W/ 12d's 5' 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 />CONC. POURED <br />BTM. PLATE TO BE PT, <br />LINTEL COURSE <br />PROVIDE DBL. TOP PLATE <br />• <br />PROVIDE BLOCKING <br />o� <br />SIMPSON SPH4 OR SPH6 BTM 12"GYP. WL. BD. <br />• ° <br />AND TOP PLATE ANCHORS W/ <br />tOd x 1 12" COMMON NAILS SECURE BT. PLATE TO SLAB WI <br />CONS. SECURED@EACH <br />t10's'-0" <br />FILL ALL HOLES, DO NOT USE 12'k9" WEDGE ANCHOR W/ 2" <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS JU <br />TOMAX. <br />TRUSS TO BE INSTALLLEDED @ 1O.C. <br />10dx3" <br />EPDXY 5-12" EMBED. MIN. @ 16' <br />1 Oa 10b 1 OCi <br />OC MAX. <br />SCALE: 3/4"=1'-0" <br />GABLE END BRACING W/ PRE-ENG <br />r:_� GABLE TRUSS @ CMU WALL <br />,, <br />TRUSS TO POST CONNECTION <br />d " <br />A - SIMPSON MTS-12 U < 990 LBS W/ (14) 10d GALV. NAILS. <br />• S <br />8 - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. <br />C -2-PLY-SIMPSON VGTIHDU4 U <4565 LBS VGT TO TRUSS W1(16) <br />1/4'k3"SDS, (1) 5/8"° A.T.R. TO HOU4 AND (10) 1/4" X 2 1/2" BIDS TO POST <br />TRUSS CONNECTION L.B.W. <br />9a gb <br />Posy TO SLAB CONNECTION <br />SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 518 DIA. x 5' EXP. BOLT <br />SIMPSON ABU46Z POST BASE <U:2,300 GA 0,335 W/ 5/8 DIA x 5' EXP. BOLT <br />C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/B" A.B. WITH MIN. 7' <br />EMBEDMENT TO SLAB 8 (26)16d x 2-1/7' NAILS TO POST. <br />1 N. RONALD REAGAN 81 <br />LONGWOOD, FL32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />a <br />0 <br />d <br />1 <br />V) <br />0 <br />
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