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35647 Burma Reed Dr
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35647 Burma Reed Dr
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Last modified
3/4/2025 10:35:53 AM
Creation date
2/19/2025 11:45:07 AM
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Building Plans
Street #
35647
Location
Burma Reed Dr
Contractor
DR Horton
Building Plans - Permit #
748
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2X4 TOP PLATE <br />PRE-FAS TRUSS <br />62. CLG. BOARD— /' <br />1/2' DRYWALL — , • r <br />SECURE ST. — <br />PLATE TO SLAB <br />W/ Od MASONRY <br />NAIL • 32' O.C. <br />MAX <br />FIN. FLR <br />2x4 WOOD <br />STUDS •24' <br />or_ <br />SLAS <br />ITIONS SUPPORTING <br />HUNG PLUMBING <br />'aES AND WALL <br />4ETS SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />IV O.C. OR, NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />24' O.G. <br />TYP. INT. WALL ( NON— BRG. ) <br />D1 SCALE: 3/4'•I'-0' <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R808.1.1 <br />ON I}' O.SB. SHEATHING <br />OR }' COX 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 />0'-0' FIN. FLR <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (1)- 45 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />2a PIPE THROUGH BOND BEAM <br />D1 SCALE: 3/4'•1'-0' <br />B/a' GYPSUM DOA <br />OR I/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />PER ELEVATION J. <br />BEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />I..,. PER ELEVATION <br />TYP. <br />O.N. <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 0 24' O.C. <br />a' CMU <br />1/2' GYP. WL. BD.— <br />/ �- WOOD BASE I <br />FIBERGLASS SHINGLES <br />OVER "30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION ROMA <br />ON J' O.B.B. SHEATHING <br />OR }' COX PLYWOOD <br />SECURED PER <br />FASTENER 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 />0'-0' FIN. FLR <br />a <br />n W/ WINDOW OPENING r.NTYP. WALL SECTION <br />" " NO OPENING NOTE: <br />PER SECTION Wrv.1.1 - FOR ROOF <br />4 1—STORY HIP BLOCK WALL (-2)-A- ERIUNDERLAYMENT SYSTEM <br />D1 SCALE, 3/4'.r-m' IS REQUIRED. FOR ROOF SLOPES <br />OF 4:12 OR GREATER (1) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST 5E PER ASTM 0226 TYPE If <br />ASTM D 486S TYPE IV, OR ASTM D <br />6151 <br />no 4•AL <br />uve Pole •A• LM <br />_ eo. <br />• <br />2B GAS LINE THRU BLOCK <br />FIBERGLASS SHINGLES <br />OVER •30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />Rwb.l.l ON I}' 0.S8. <br />SHEATHING OR }' COX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <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 />1/2' THICK, 2 COAT—// <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR.I <br />a' CMU <br />I,_m. <br />TYP. <br />N' 7H ICK 2 COAT - <br />RORTLANO Cmim <br />PLASM APPLINO <br />00maTLY TO <br />rA•O W <br />PI•oom= _ <br />APPROVAL R•O. V TRKK <br />PA•TlRo TO "OOM <br />TRACK OR4QQM <br />uv PRCOYCT <br />APPROVAL R•n <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'•I'-0' <br />�2X4 OFF 24' O.G. MAX. — <br />SECURE W/ (2) 12d NAILS <br />• EA. END <br />2x BLOCKING BETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS— <br />STIFFBACK AT ALL UPRIGH' <br />ZSTRUCTURAL DETAILS <br />-ENG WD. TRUSS <br />CONT. 2x RAT RUN SECURED PER- /� <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ S/V GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />„ <br />4. <br />n W/ WINDOW OPENING <br />a <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />Ix2 P.T. FURRING — <br />STRIPS • 24' O.C. <br />1/2' GYP. WL. BD. - <br />WOOD BASE— <br />i TO PILL <br />'!R <br />L <br />PIBERGLABS SHINGLES <br />OVER •30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R905.LI ON J' O.S.B. <br />SHEATHING OR }' CDX <br />PLYWOOD SECURED PER <br />I,.m. FASTENER SCHEDULE <br />TYP. MTL. DRIP EDGE <br />O.H. <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />PRE -ENS. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />1/2' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />�0'-0' FIN. FLR <br />n TYP. WALL SECTION <br />NO OPENING <br />5 1—STORY GABLE BLOCK WALL <br />D1 SCALE, 3/4'•1'-& <br />1441 N. RONALD REAGAN SLVD. <br />LONGWOOD, FL 32780 <br />PH:407-7745078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />r <br />o <br />StYBDIN. at LOT: <br />SILVERADO <br />LOT #18 <br />BLK #19 <br />PROJECT <br />04128.00—18191 <br />MODEL: <br />4EBB <br />"1828—CALI" <br />GARAGE Swn;o: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />1 <br />• .� '1' <br />Dw� 07/27/20 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />kk D1 <br />
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