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7811 Davie Ray Dr
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7811 Davie Ray Dr
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Last modified
3/21/2025 4:50:11 AM
Creation date
2/19/2025 12:11:56 PM
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Building Plans
Street #
7811
Location
Davie Ray Dr
Contractor
DR Horton
Building Plans - Permit #
22652
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PERgg_ 2X4 TOP PLATE <br />PLd+'1 Y <br />PRE-FAB TRWSB <br />W, CLG. BOARD <br />1/2' DRYWALL � TOV <br />SECURE ST. — <br />PLATE TO SLA15 <br />W/ 10d MASONRY <br />NAIL • 32' OL. <br />MAX <br />FIN FLR <br />2X4 WOOD <br />STUDS 024' <br />O.G. <br />ITIONS SUPPORTING <br />HUNG PLUMBING <br />RES AND WALL <br />BETS SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />Ib' O.C. OR, NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />24. O.G. <br />(a1TYP. INT. WALL (NON-BRG.) <br />D1 SCALE: 3/4'.1'-V' <br />FIBERGLASS SHINGLES <br />OVER 130 FELT PAPER <br />OR 8Y►1THETIC <br />PRODUCT, INSTALLED <br />PER SECTION R905.0 <br />ON 1}• GAB, SHEATHING <br />OR;' COX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENCs TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER I -®' <br />ELEVATIONS TYP_ <br />OH. <br />VENTED SOFFIT <br />1/2' THICK 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-O' FIN. FLR <br />5/8' GYPSUM BOARD <br />OR IR' 141GN <br />STRENGTH CLG. <br />BOARD <br />N <br />8EE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-4.1 INSULATION —� <br />�WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />ix2 P.T. FURRING —� <br />STRIPS 24. O.C. <br />8' CP'11� <br />1/2, GYP. WL. BD.— <br />WOOD BASE � <br />,a 4: <br />5' DIA SLEEVE, <br />DO NOT Q!T <br />BOND BEAT NOT CUT <br />OL SID GOUT RTFIE BOND <br />aV (U-'D BEAM <br />(2) COURSE - REBAR8 <br />i2�PIPE THROUGH BOND BEAM <br />D1 SCALE, 3/4'.I'-0• <br />FIBERGLASS SHINGLES <br />OVER 130 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT,INSTALLED <br />PER SECTtORt R919r3.Lr <br />ON I}' ObB. SHEATHNG <br />OR;' COX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PRE-ENG 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 />n W/ WINDOW OPENING n TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION W5.1.1 - FOR ROOF <br />SLOPES 2:12 TO LESS THAN 4:12, A <br />(K)1-STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM <br />D1 SCALE: 3/4'.1'-V' IS REQUIRED. FOR ROOF SLOPES <br />OF 4:12 OR GREATER (1) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM D226 TYPE II, <br />ASTM D 4869 TYPE IV, OR ASTM D <br />6151 <br />rg\GAS LINE THRU BLACK <br />D aeALE, vr.rf <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R905.1.1 ON I}' O.SB. <br />SHEATHING OR }' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />TYP. <br />MTL. DRIP EDGE oH. <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS , <br />V2• THICK 2 GOAT—J-- <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR(L <br />B• CI" AU <br />V+• Ti11CK.2 COAT - <br />PORTL.AD comma <br />PLA&nW APPLCoulmy TO <br />IED <br />nASomw <br />ATTACHW TO FlLL <br />CELL AS PER <br />PRODUCT <br />APPROVAL REO. <br />GrALAACICI r . <br />eACKlR ROD <br />WOW JAMB PER <br />PROMICT oALV. STEM DooR <br />A11PIWVAL REa VBeTICAI TRA+LTc I' nx BY OTIBIS <br />BY PWR SLID <br />FASTO CD TO ROCe7 <br />TRACK BRALKM <br />avPRODUCT <br />APPROVAL WAX <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'=1'-0' <br />2x BLOCKING BETWEEN TRUSSES <br />PER STRUCTURAL DETAILS <br />FIBERGLASS SHINGLES <br />OVER 130 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R90511 ON a• O.S.B. <br />STIFFBACK AT ALL UPRIGHTS SHEATHING OR;' COX <br />PER STRUCTURAL DETAILS PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG WD. TRUSS TYP. <br />_ ON MTL. DRIP EDGE <br />PER ELEVATION 2x FASCIA PER <br />ELEVATIONS <br />CONT. 2x RAT RAN SECURED PER <br />STRUCTURAL DETAILS VENTED SOFFIT <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES PRE-ENG. GABLE TRUSS <br />PER ELEVATION WEEP SCREED <br />5/0' GYPSUM BOARD OR 112' 2x P.T. SECURED PER <br />WIGI4 STRENGTH CLG. BOARD STRUCTURAL DETAILS <br />R-4.1 INSULATION 112' T1410K 2 COAT <br />WINDOW ATTACHMENT AS PER PORTLAND CEMENT <br />MANUFACTURES SPECIFICATIONS PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />RENCE <br />STRUCTURAL <br />Ix2 P.T. PURRING <br />STRIPS • 24' OL. <br />1/2' GYP. WL. BD. <br />i— WOOD BASE <br />W/ WINDOW OPENING <br />H <br />0'-0' FIN. FLR <br />rD1 TYP. WALL SECTION <br />Vf NO OPENING <br />5 1-STORY GABLE BLOCK WALL <br />21 SCALE, 3/4'.I'-& <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abde Igngroup.00m <br />AA S: 0003325 <br />M <br />o <br />$ <br />MM <br />d) <br />IPas <br />O <br />J <br />J <br />o <br />e <br />9 <br />9 <br />BU13DIV. & LOT: <br />ABBOTT PARK <br />LOT #40 <br />BLK #9 <br />PROJECTIU <br />04181.000-40093 <br />WODEL <br />3EEB <br />rr2260- ELSTON'r <br />GARAGE 8T11ING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />-'.-ITT. � r ►*T�.•�\ <br />DATE: 11/20/19 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />D1 <br />
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