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7197 Boxer Round Pl
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7197 Boxer Round Pl
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Last modified
3/20/2025 9:30:20 PM
Creation date
2/19/2025 12:22:39 PM
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Building Plans
Street #
7191
Location
Boxer Round Pl
Contractor
DR Horton
Building Plans - Permit #
557
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2X4 TOP PLATE - <br />PRE-FAB TRUSS <br />yr THIOC ]COAT <br />co aaR eEno <br />Y R7! an <br />IR' O.G. BOARD <br />ry nsru ,aFuaD <br />°TwCTUP AL ►m <br />DMeCTLY TO <br />naeoxRr <br />2.6 ao <br />NOTE: STUDS IN <br />5' PIA. SLEEVE, <br />arLA �D)RO PILL <br />CM.L A <br />PARTITIONS SUPPORTING <br />DO NOT CUT <br />lees <br />IR• DRYWALL <br />WALL HUNG PLUMBING <br />REBAR <br />eAux�aoeAL <br />FIXTURES AND WALL <br />PIPE <br />GACKM <br />UNATIAM 67" <br />CABINETS SHALL BE NOT <br />LESS THAN 2x4, WHERE <br />BOND BEAM <br />O NOT CUT <br />t eLaaaroxewus <br />ooaem~j <br />SPACED NOT MORE <br />SOLID GROUT <br />THE BOND <br />TRACK eRAcxcTs <br />SECURE BT. <br />2X4 wood <br />STUDS 024' <br />THAN 16' O.C. OR NOT <br />w/ (I )- �✓ <br />BEAM <br />w• or. v_ o. <br />uoco aws <br />M°TaliD TO <br />to= JAM role <br />PLATE To BLAB <br />w 10d MASONRY <br />OO• <br />LESS THAN 2x6, WHERE <br />(2) COURSE <br />_ <br />_ <br />KEBABS <br />PAPMWVVALpo=T R� V � <br />SAD <br />NAIL • 32' OL. <br />SPACED NOT MORE <br />BY MA/. <br />tiesTmeD ro <br />�7 O7MCM <br />MAX <br />THAN 24' O.C. <br />` '� <br />TRACK mRACICETa Rcay <br />SLAB <br />uv naooucr <br />AF"IWVA- R[a <br />PIN. PLR <br />PIPE <br />THROUGH BOND <br />BEAM <br />2e GAS LINE THRU BLACK <br />s GARAGE DOOR <br />JAMBS <br />- SCALE: 1 1/2'al'-V' <br />S-,, SCALE: 3/4'.r-m' <br />.eAL. w'•n. <br />1 TYP. <br />INT. WALL NON—BRG. <br />SCALE, 3/4'-P-0' <br />FIBERGLASS 5HINGLE6 <br />OVER W FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RW51.1 <br />ON J' O.S.B. SHEATHING <br />OR }' COX PLYWOOD <br />SECURED PER 00 <br />FASTENER SCHEDULE <br />PRUS RE-ENG TS <br />MTL. DRIP EDGE <br />2x FASCIA PER I -m <br />TYP . <br />ELEVATIONS ON. <br />VENTED SOFFIT <br />IQ' THICK 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />5/8' GYPSUM BC <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />ENERGY CODE FORMS <br />ATION R-VALUES <br />!RENCE STRUCTURAL <br />ELEVATION <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRING - <br />STRIPS • 24' O:C. <br />8' CMU <br />1/2' GYP. ILL. BD. - <br />WOOD BASE — <br />0'-0' FIN. FLR j <br />a <br />n W/ WINDOW OPENING <br />�. <br />FIBERGLASS 81-II1,10LES <br />OVER 030 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R805.1.1 <br />ON I}' O.SJ9, SHEATHING <br />OR }' COX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />P1QE-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' PAN. FLR <br />d. <br />TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION W5.1.1 - FOR ROOF <br />SLOPES 2:I2 TO LESS THAN 412, A <br />(2)1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM <br />SCALE: 3/4'-P-V IS REQUIRED. FOR ROOF SLOPES <br />OF 4:12 OR GREATER (1) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM 0226 TYPE II, <br />ASTM D 4869 TYPE IV, OR ASTM D <br />6151 <br />FIBERGLASS SHINGLES 2X4 SPF 24' O.G. MAX <br />OVER W FELT PAPER OR SECURE W/ (2) 12d NAILS <br />SYNTHETIC PRODUCT, • EA END <br />INSTALLED PER SECTION FIBERGLASS SHINGLES <br />RW5.1.1 ON J' O.S.B. 2x PER STIR CCTURAL DETAILSS <br />OVER FELT PAPER OR <br />SHEATHING OR }' CDX SYNTHETIC PRODUCT, <br />OD SECURED PER INSTALLED PER SECTION <br />PLYWOOD <br />SE SCHEDULE R805.1.1 ON i' O.SU5. <br />STIFF -BACK AT ALL UPRIGHTS SHEATHING OR }' COX <br />PER STRUCTURAL DETAILS PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />TYP. PRE-ENG WWD• TRUM TYP. MTL. DRIP EDGE <br />MTL. DRIP EDGE ON• O•H• <br />2x FASCIA PER ;,PER ELEVATION 2x FASCIA PER <br />ELEVATIONS <br />ELEVATIONS CONT. 2x RAT RUN SECURED PER <br />VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT <br />PRE-ENG. GABLE TRUSS SEE ENERGY CODE FORMS FOR PRE-ENG. GABLE TRUSS <br />INSULATION R-VALUES <br />WEEP SCREED PER ELEVATION WEEP SCREED <br />2x P.T. SECURED PER 5/8' GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER <br />STRUCTURAL DETAILS HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS <br />R-4U INSULATION I/V THICK, 2 COAT <br />WINDOW ATTACHMENT AS PER PORTLAND CEMENT <br />MANUFACTURES SPECIFICATIONS PLASTER APPLIED <br />-REFERENCE DIRECTLY TO MASONRY <br />STRUCTURAL <br />Ix2 P.T. PURRING <br />STRIPS • 24' O.C. <br />1/2' THICK 2 COAT V2' GYP. ILL. BD. <br />PORTLAND CEMENT WOOD BASE ,CNN <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR.� _ 0'-0' FIN. PLR <br />e, CMU A ` <br />4° <br />ti W/ WINDOW OPENING TM WALL SECTION <br />H <br />NO OPENING <br />5 1—STORY GABLE BLOCK WALL <br />SCALE, 3/4'-1'-0' <br />E C III T! C T 8 <br />6 <br />Gr uOu2r- <br />1441 <br />N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-77445078 <br />FAX: 407.7744078 <br />www.abdesi"oup.com <br />AA 5: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5438 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH00 <br />:813886.2628 <br />FAX: 813$88.2802 <br />
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