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7913 Sail Clover Ln
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7913 Sail Clover Ln
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Last modified
3/20/2025 7:40:23 PM
Creation date
2/24/2025 9:48:14 AM
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Building Plans
Street #
7913
Location
Sail Clover Ln
Contractor
D R Horton
Building Plans - Permit #
2214
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2X4 TOP PLATE <br />PLAN <br />y <br />PRE-FAB TRUSS <br />IA' CLG. BOARD <br />1,12' DRYWALL Ttr <br />SECURE MT. — <br />PLATE TO SLAB <br />W/ Wd MASONRY <br />NAIL • 32' O.C. <br />MAX <br />FIN. PLR <br />2X4 WOOD <br />STUDS *24' <br />O.C. <br />SLAB <br />ARTITIONS SUPPORTING <br />4LL HUNG PLUMBING <br />XTURES AND WALL <br />ABINETS SHALL BE NOT <br />ESS THAN 2x4, WHERE <br />*ACED NOT MORE <br />'IAN 16' O.C. OR, NOT <br />ESS THAN 2x6, WHERE <br />=ACED NOT MORE <br />aAN 24' Off. <br />(3:)TYP. INT. WALL (NON—BRG.) <br />D1 SCALE, 3/4'-i'-C' <br />FIBERGILASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.I <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TRUSS �/ <br />MTL. DRIP EDGE J/ <br />2x FASCIA PER i-0 <br />ELEVATIONS iYP. <br />oN. <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR. L <br />,5/8' GYPSUM IN <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />35/8'OR5 <br />In. DRYISIUDO <br />3M' TOP <br />CHANNEL (25 <br />GA) <br />I/V DRYWALL <br />3 5/0' OR 5 3/8' ME24' <br />O.C. 20 GA MEINSTALLE <br />RECEIVING U T.Fw LOWER <br />3 5/8' OR 5 <br />CABINETS AND TUD/SHOWIR 25 <br />3/8, BOTTOM <br />GA METAL TO ISE INSTALLED <br />CHANNEL (25 <br />IN ALL OTHER WALLS. STUDS <br />GA.) SECURED <br />TO BE SPACED 16' O.G AT 2NO <br />TO COHC <br />FLOOR WALLS ADJACENT TO <br />FLOOR W/ 3/4' <br />STAIR WELLS AND BATHROOM <br />PAF S TO <br />WALLS W/ TILE FINISH <br />WOOD FLOOR <br />WV I/4' WOOD <br />WOOD BASEBOARD <br />SCREW <br />FINISH FLOOR <br />1—STORY TYP. INT. WALL <br />1A METAL STUDS NON—BRG. <br />\11W SCALE, 3/4'-I'-O' <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />i I r <br />STRUCTURAL REFERENCE <br />Ix2 P.T. FURRING - <br />STRIPS • 24'O.C. <br />8' CMU <br />1/2' GYP. WL. BD. - <br />WOOD BASE — <br />n W/ WINDOW OPENING <br />N <br />FI15ER3LASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER PBCR 905.1.E <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-EN3 TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />a ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />1TH EDITION, SECTION R301.13 <br />AND 160S5.1. <br />B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />(411—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE, 3/4'-I'-0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D4S69 TYPE III <br />OR TYPE iv UNDERLAYMENT. <br />AND SEAL <br />M FOR SA►Lm <br />SO. <br />B GAS LINE THRU BLOCK <br />SOA16 W-r— <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNL SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />WALL SHEATHING <br />THICKNESS AS PER <br />SHEET SNL SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET SNI <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />1/2' THICK, 2 COAT-1-- <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FOL <br />8' Cr1u <br />V <br />Vl' RACK 2 COAT - <br />FORR.AND Cu+o(r <br />RASTER A" -LED <br />DIREDTLY TO <br />MASONRY <br />REO <br />CowaR BEAD <br />v em sa <br />STRlCTURAL FOR <br />IeMronecxHT <br />7.6 F.T. LLD <br />ATTACHED TO FILL <br />CELL AS PER <br />FROgIOT <br />AFFROVAL REM <br />SEALANT" <br />BAOQI! ROD <br />YBATWOR STSIr <br />MOILDWS ALL <br />AROUND (BY <br />DOOR r'll"i <br />BT OTEBIS <br />s GARAGE DOOR JAMBS <br />D1 "CALE:I I/2'■1'-0' <br />_2X4 SPF 24' O.C. MAX ----- <br />� <br />SECURE W/ (2) 12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS <br />STIFFBACK AT ALL L <br />PER STRUCTURAL DI <br />PRE -ENS WD. TRUSS <br />COAT. 2x RAT RUN SECURED F'ERJ/ <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ 5/8' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRIN3- <br />STRIPS • 24' O.C. <br />VJ' GYP. WL. BD. - <br />WOOD MASE— <br />FIBERGLASS° SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SWEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />WALL SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET SNI. <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />0 <br />0'-0' FIN. FLR <br />a ° • ° <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED F'ER ASCE 1-I6 IN <br />ACCORDANCE WITH FBCR 2020 <br />4 'ITH EDITION, SECTION R301.13 <br />_ . AND 160S.5.1. <br />W/ WINDOW OPENING n TYP. WALL SECTION <br />D NO OPENING <br />NOTE: <br />%5�1—STORY GABLE BLOCK WALL METHOD USED FOR THE <br />INSTALLATION <br />OF ROOF <br />D1 SCALE, 3/4'.I'-0' UND£RLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />D TYPE II OR ASTM 4869 TYPE III Mp <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32760 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA N: 0003326 <br />2'IV13DIV. de LAOT <br />ABBOTT PARK <br />LOT #15 <br />BLK. #7 <br />PROJECT# <br />04181.000-15071 <br />MODEL4EBB <br />"1828—CALM" <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />DETAILS <br />(SHINGLE) <br />16 M E . C <br />1 <br />A AI <br />NO <br />DAA E; 5/05/21 <br />SCALE: 1/4'=1'-0" <br />SHEET <br />1114 D1 <br />
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