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7850 Sail Clover Ln
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7850 Sail Clover Ln
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Last modified
3/21/2025 8:50:33 AM
Creation date
2/24/2025 9:54:05 AM
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Building Plans
Street #
7850
Location
Sail Clover Ln
Contractor
D R Horton
Building Plans - Permit #
2341
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FIBERGLASS 91,41146--LE9 <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />WITH UNDERLAYMENT <br />AS PER FBCR WSJI <br />AS PER FBCR 905.1.1. <br />ROOF SHEATHING <br />ROOF SHEATHING <br />THICIGIESS AS PER <br />THIC04ESS AS PER <br />SHEET SNL SECURED <br />SHEET SNL SECURED <br />PER FASTENER <br />PER FASTENER <br />SCHEDULE <br />SCHEDULE <br />PRE-ENG WD. <br />R <br />PRE-ENG WD. <br />R <br />24' O.C. MAX. <br />LEV TON <br />24' O.C. MAX. <br />LEVATION <br />METAL DRIP EDGE <br />METAL DRIP EDGE <br />BATT INSULATION <br />BATT INSULATION <br />2x FASCIA PER <br />REFER TO ENERGY <br />REFER TO ENERGY <br />ELEVATIONS <br />GALC9 FOR VALUES <br />2x FASCIA PER <br />CALCS FOR VALUES <br />VENTED <br />O.H. <br />5/S' GYPSUM BOARD <br />ELEVATIONS O.H. <br />5/9' GYPSUM BOARD <br />SOFFIT <br />TYP. <br />OR 1/2' HIGH STRENGTH <br />TYP. <br />OR I/1' HIGH STRENGTH <br />CLG. BOARD <br />VENTED <br />CLG. BOARD <br />REFEIZFNCE <br />bQ FIRE -STOP <br />SOFFIT <br />bQ FIRE -STOP <br />STRUCTURAL <br />-4.1INSUL. <br />REFERENCE <br />STRUCTURAL <br />-4.IINSUL. <br />N <br />6 <br />w <br />m <br />w <br />6 <br />a <br />m <br />WINDOW ATTACHMENT <br />-� <br />w <br />AS PER <br />MANUFACTURES <br />SPECIFICATIONS <br />a <br />RENCE <br />STRUCTURAL <br />3/4' T 4 G SUBFLOOR <br />GLUED AND NAILED <br />`D <br />a <br />3/4' T t G SUBFLOOR <br />AS PER NAILING <br />I THICK 2 COAT <br />E Q <br />GLUED AND LED <br />"LED <br />1/2' THICK 2 COAT <br />m <br />SCHEDULE <br />R <br />PD CEMENT <br />> <br />PER NAILING <br />6CHEDULE <br />PORTLAND CEMENT <br />PLASTEASTE R APPLIED <br />D+ <br />PLASTER APPLIED <br />DIRECTLY TO <br />w <br />v <br />DIRECTLY TO <br />w . <br />MASONRY <br />m <br />R <br />IfELEVATION <br />MASONRY <br />w m <br />IX1 FIRE -STOP <br />IX2 FIRE -STOP <br />LEVATION <br />SEE STRUCTURAL <br />SEE STRUCTURAL <br />T` LEVATION <br />LEVA ION <br />5/8' GYPSUM BOARD <br />5/9' GYPSUM BOARD <br />OR 1/2' HIGH STRENGTH CLG. <br />OR 1/2' HIGH STRENGTH <br />BOARD <br />CLG. BOARD <br />'ER <br />2 <br />ZZr <br />- fE EVATION <br />1X2 FUZE -STOP <br />IX2 FIRE -STOP <br />R-4.I INSUL. <br />R-4.1INSUL. <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />-REFERENCE STRUCTURAL <br />1/2' THICK 2 COAT 1/2' THICK 2 COAT <br />PORTLAND CEMENT PORTLAND CEMENT <br />PLASTER APPLIED Ix2 P.T. FURRING Ix2 P.T. BURRING <br />DIRECTLY TO STRPS • 24' O.C. PLASTER APPLIED STRIPS • 24' O.G. <br />MA90NRY 8' CMU DIRECTLY TO 9' cm <br />1/21 GYP. WL. BD. In.GYP. ILL. BD. <br />WOOD BASE WOOD BASE <br />DQ FIRE -STOP <br />IX2 FIRE -STOP, 'irmf <br />v a <br />L <br />,a <br />n W/ WINDOW OPENING WITHOUT WINDOW OPENING <br />au <br />2-STORY FIRST FLOOR BLOCK <br />SECOND FLOOR BLOCK <br />SCALE: 3/4'.I'-V' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />M14 <br />ca <br />i] <br />a <br />yl <br />M <br />14 <br />r.. <br />c <br />8VHDIV. de LAT <br />ABBOTT PARK <br />LOT #7 <br />BLK. #9 <br />PROJECT# <br />04181.000-07091 <br />MODET_ <br />4EHB <br />"2605-HAYDEN" <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH . C <br />PRINT 05/06/21 <br />DATE: <br />9CALJ8: 1/4"=1'-0" <br />81-IEET <br />D2 <br />
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