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7603 Broad Pointe Dr
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7603 Broad Pointe Dr
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Last modified
3/20/2025 4:03:20 PM
Creation date
2/24/2025 10:03:15 AM
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Building Plans
Street #
7603
Location
Broad Pointe Dr
Contractor
D R Horton
Building Plans - Permit #
2027
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2X4 TOP PLATE - <br />PRE -FAD TRUSS <br />0' CIX. 150AIRP-- /' i <br />1/2' DRYWALL —tom 1Nr <br />SECURE BT. — <br />MATE TO SLAB <br />W/ IOd MASONRY <br />NAIL V 32' Oa <br />MAX <br />FIN. FLR <br />2X4 WOOD <br />STUDS V24' <br />or — <br />SLAB <br />ITIONS SUPPORTING <br />HUNG PLUMBING <br />RES AND WALL <br />4ETS SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />16' O.G. OR, NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />24' O.C. <br />1 TYP. INT. WALL NON-BRG. <br />D1 SCALE, 3/4'.I'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER POOR 908.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <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 />�-- 3 9/S' OR b <br />1/2' DRYWALL 3/b' TOP <br />CHANNEL (2b <br />GA) <br />to <br />W TWCI( 2 COAT e' <br />PeRILAw carexT STI <br />PLAST[R APPL !D Ra <br />41/1' DRYWALL <br />MAOCtOr ro <br />rlASaaVr 2.9 <br />3 b/8' OR b 9/0' METAL STUDS <br />wr <br />AT <br />24' O.G. 20 GA METAL TO DE <br />4 <br />INSTALLED IN WALLS <br />R <br />PAF <br />IVING <br />M40LOWER <br />R2b 3 9/b' OR b <br />uua as �ea� <br />CABINETS AND TlSi JER 3/0, BOTTOMan <br />RA <br />GA METAL TO DE INSTALLED CNATtrEL l25 <br />M ALL OTHER WALLS. STUDS GAJ SECURED <br />w <br />PIC <br />AR <br />TO BE SPACED 14. OL. AT 2ND Clopc <br />I f FyO Y✓ON R:R eY LNI <br />FLOOR WALLS ADJACENT TFLOOR FLOOR W/W/ 3/4' <br />TRaacTO <br />SbR.lace» <br />STAIR WELLS AND BATHROOM PAPA TO <br />w'O�P-�• VW <br />wTOPASTD <br />WALLS W/ TILE FINISH WOOD FLOOR <br />Wood VAN <br />WOOD JAMS PER <br />W/ 1/4' WOOD <br />F19WVAL moo• vmRn TRACK ow <br />APPROVI' OT <br />WOOD BASEBOARD SCREW <br />By T <br />mom <br />TRACK eRACKS" <br />YY FR7DIICT <br />APPROVAL Rao. <br />FINISH FLOOR <br />2 GAS LINE THRU BLOCK <br />3_ GARAGE DOOR JAMBS <br />1-STORY TYP. INT. WALL <br />_ <br />— �'MO - <br />D1 SCALE: 11/2••1'-0' <br />1A METAL STUDS NON-BRG. <br />\11D1 SCALE, 3/4'.I'-0' <br />FIBERGLASS SHMLES 2X4 SPF 24. O.C. MAX. <br />WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS <br />FIBER12LASS SHINGLES AS PER FBCR 5M.11. • EA. END <br />WITH UNDERLAYMENT ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES <br />AS PER FBCR 908JJ. THICKNESS AS PER PER STRUCTURAL DETAILS <br />ROOF SHEATHING SHEET SNI. SECURED PER <br />THICKNESS AS PER FASTENER SCHEDULE <br />SHEET SNI. <br />SECURED PER STIFFBACK AT ALL UPRIGHTS <br />5/8' GYPSUM BOA FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS <br />OR 1/2' HIGH 9' <br />STRENGTH CLG. 2x FASCIA PER MN PRE-ENG WD. TRUSS <br />BOARD REFERENCE ELEVATIONS O• PER ELEVATION <br />STRUCTURAL VENTED SOFFIT ////// <br />SEE ENERGY CODE FORMS PIE-EW3 TRUSS WALL SHEATHING CONT. 2x RAT RUN SECURED PER <br />INSULATION R-VALUES THICKNESS AS PER STRUCTURAL DETAILS <br />REFERENCE STRUCTURAL SEE ENERGY CODE FORMS FOR <br />SHEET SNI. SECURE PER <br />PER ELEVATION MTL. DRIP EDGE INSULATION R-VALUES <br />I 0 FASTENER SCHEDULE PER ELEVATION <br />TYP. 2x FASCIA PER ON SHEET 8NI <br />ON. ELEVATIONS 5/8' GYPSUM BOARD OR 1/2' <br />R-4.1 INSULATION PRE -ENS. GABLE TRUSS HIGH STRENGTH CLG. BOARD <br />VENTED SOFFIT WEEP SCREED <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES 2x P.T. SECURED PER <br />-71 SPECIFICATIONS STRUCTURAL DETAILS <br />R-4.1 INSULATION <br />REFERENCE�STR�TURAL - I WINDOW ATTACHMENT FI PER <br />MANUFACTURES SPECIFICATIONS <br />Ix2 P.T. FURRING <br />STRIPS V 24' Or- <br />1/2' THICK, 2 COAT PORTLAND <br />8, CMU CEMENT PLASTER APPLIED <br />1/2' GYP. WL. BD.�DIRECTLY TO MASONRY <br />WOOD BASE <br />0'-0' FIN. FLRj — <br />a. <br />a <br />n W/ WINDOW OPENING <br />r. <br />0'-0' FIN. PLR <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />1TH EDITION, SECTION R301.13 <br />AND 1609.5.I. <br />n TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />`511-STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />1 SCALE, 3/4'.P-o' 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 0226 <br />TYPE II OR ASTM D486S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1/2' THICK, 2 COATS"' <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FML FLRIL ,�4, U) 0'-0' FIN. PLR <br />ti .. ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />a - 1TH EDITION, SECTION R301.13 <br />AND 1609.5.1. <br />n W/ WINDOW OPENING n TYP. WALL SECTION <br />" NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />(-6'�1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE. 3/4'.I'-C' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR W5.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE If OR ASTM D4869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />ewe eeAD <br />man <br />IDneAL FOR <br />P.T. no <br />\CMVD To F" <br />L AS FM <br />ROVAL Rao. <br />LANT . <br />sale ROD <br />Not Snap <br />LDN ♦ ALL <br />We NTer <br />IRIWVJ <br />RMIAD DOOR <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER PWR 905.IJ. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET 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 SKI. SECURE PER <br />FASTENER SCHEDULE <br />ON SWEET SNI, <br />PRE -ENS. GABLE TRIM <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />STRUCTURAL <br />Ix2 P.T. PURRING — <br />STRIPE, • 24' O.C. <br />1/2' GYP, WL. W.- <br />WOOD BASE — <br />ltf'l <br />1 N. RONALD REAGAN BI <br />LONGWOOD, FL 32780 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdeslgngroup.com <br />AA #: 0003325 <br />W <br />1111"il <br />All <br />I <br />BUBDIV. ae LOT: <br />ABBOTT PARK <br />LOT #26 <br />BLK. #11 <br />PROJECT# <br />04181.000- 6112 <br />MODEU <br />4EAB <br />"1672-ARIA" <br />GARAGE BWUM: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />rp <br />A <br />DATE: 4/19/21 - <br />EUCALE: 1/4"=1'-0" <br />EIFIE2L'T <br />D1 <br />
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