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8012 Broad Pointe Dr
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8012 Broad Pointe Dr
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Last modified
3/21/2025 1:50:41 AM
Creation date
2/24/2025 10:09:10 AM
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Building Plans
Street #
8012
Location
Broad Pointe Dr
Contractor
D R Horton
Building Plans - Permit #
22783
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2X4 TOP PLATE <br />PRE -FAD TRUSS <br />IR• CLCT. BOARD <br />V2' DRYWALL —t 7V)r <br />SECURE ST. --- <br />PLATE TO GLAD <br />W1 IBd MASONRY <br />NAIL • 52' O.C. <br />MAX <br />FIN. FLR <br />2X4 WOOD <br />STUDS .24' <br />OG. <br />SLAB <br />14VIC' aI4V� IIV <br />PARTITIONS SUPPORTING <br />WALL HUNG PLUMBING <br />FIXTURES AND WALL <br />CABINETS SHALL BE NOT <br />LESS THAN 2x4, WHERE <br />SPACED NOT MORE <br />THAN 16' O.C. OR, NOT <br />LESS THAN 2xb, WHERE <br />SPACED NOT MORE <br />THAN 24' O.C. <br />TYP. INT. WALL NON—BRG. <br />D1 SCAM 5/4'•I'-O' <br />FIBERGLASS SHINGLES <br />OVER vM FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R°l08JJ <br />ON J' 0821. SHEATHNG <br />OR I' CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <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 />&W GYP8UM BOA <br />C IA' HKsFI <br />&TRENGTH CLG. <br />BOARD <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUE& <br />REFERENCE STRUCTURAL <br />I,_0, PER ELEVATION <br />TYP. <br />CA <br />R-4.1INSULATION <br />WIDOW ATTACHMENT <br />AS PER MANUFACTURE& <br />SPECIFICATIONS <br />I <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING—•� <br />STRIPS • 24' O.G. <br />e' cm <br />1/2' GYP. ILL. BD.� <br />WOOD BASE <br />0'-v FIN. FLR1_ <br />ti. . <br />.'a <br />° a' <br />n W/ WINDOW OPENING <br />n <br />S' MIA. NAIVE, <br />DO NOT CUT <br />MOND PRAM NOT CUT <br />SOLID am= TT42 BOND <br />w BEAM <br />(2) COURSE - IQDARS <br />2A PIPE THROUGH BOND BEAM <br />0 8 ALE, s/4•.r=o <br />FIBERGLASS SHINGLES <br />OVER*30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R101 .1.1 <br />ON l}' 0.6J5. SHEATHING <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 />v-0' FII'L FLR <br />n TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION W5.I.1 - FOR ROOF <br />SLOPES A:11 TO LESS THAN 4:12, A <br />a1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM <br />D1 WALE, W4'"I'-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 />Axo 81AL <br />LI t <br />r PVC OLeM raw GAS LW <br />cm <br />V2. OtT. W-m <br />WWw <br />2 GAS LINE THRU BLOCK <br />D w•.ra <br />FIBERGLASS SHINGLES <br />OVER 150 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R506.IJ ON J' 08, 5. <br />SHEATHING OR I' COX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />I'-O' <br />TYP. <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATION& <br />VENTED SOFFIT <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />M' TMIM 2 COAT - <br />PORrLom cm-w <br />PLASM A KI O <br />OlvamT TO <br />m4sawr <br />S' cm m <br />STIUCTURAL PAS <br />1!►l ommo'RNT <br />2.6 P.T. 2D <br />ATTACMM TO PLL <br />CSLL AS /SR <br />APPVWVT <br />APFI�OrAL left <br />SRALAS " <br />a4craw noo <br />s GARAGE DOOR JAMBS <br />D1 SCALE: I I/2'•I'-0' <br />2x BLOCKING BETWEEN TRUSSES <br />PER STRUCTURAL DETAILS--\ <br />STIFFBACK AT ALL UPRLGH <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD. TRUSS — <br />CONT. 2x RAT RUN SECURED PERZJ� <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />Ir <br />\ S/S' GYPSUM BOARD OR 1/2' <br />NIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIPS • 24' OG. <br />1/2' THICK, 2 COAT 1/2' GYP. WL. BD.- <br />PORTLAND CEMENT <br />PLASTER APPLIED WOOD BASE — <br />DIRECTLY TO MASONRY <br />0'-W FIN. FLP-0 <br />&' Cm <br />,a <br />Qa <br />W/ WINDOW OPENING <br />n <br />FIBERGLASS SHINGLES <br />OVER 90 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R906.1.1 ON J,' OAS. <br />SHEATHNG OR k CDX <br />PLYWOOD SECURED PER <br />I,_m. FASTENER SCHEDULE <br />TYP. MTL. DRIP EDGE <br />O)a. 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 />B TYP. WALL SECTION <br />NO OPENING <br />��1—STORY GABLE BLOCK WALL <br />D1 SCALE. 9/4'•i'.0' <br />1)2' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />Gr:T' <br />0'-0' FIN. FLR <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdoeigngmup.com <br />AA S: 0003325 <br />1' <br />avDDTv So LOT <br />ABBOTT PARK <br />LOT #6 <br />BLK #8 <br />PROJECT# <br />04181.0 0-06083 <br />MODEU <br />4EHB <br />"2605- HAYDEN" <br />GARAGE ErWDM., <br />LEFT <br />PAGE: <br />DETAILS <br />v.160 MPH EXP. C <br />DATZ.. 11/25/19 <br />EICWX: 1/4"=1'-0" <br />SHEET <br />D1 <br />
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