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7195 Boxer Round Pl
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7195 Boxer Round Pl
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Last modified
3/20/2025 9:24:13 PM
Creation date
2/19/2025 12:25:51 PM
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Building Plans
Street #
7195
Location
Boxer Round Pl
Contractor
Dr Horton
Building Plans - Permit #
558
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2X4 TOP PLATE <br />PRE -FAD TRUSS <br />VY 7NC7G T COMi <br />COMM MEAD <br />Y Q1J !!E <br />inCLG. BOARD <br />A��FL�ew <br />STwcneeAL role <br />0015my TO <br />AA.dwT <br />W06001:012 +r <br />bo PT. eD <br />NOTE: STUDS IN <br />5' DIA. SLEEVE, <br />ATTAwo TO ALL <br />CM.LASPM <br />PARTITIONS SUPPORTING <br />DO NOT CUT <br />a ma <br />1/2' DRYWALL <br />WALL HUNG PLUMBING <br />R.EBAR <br />Aw MAC• <br />ppp <br />FIXTURES AND WALL <br />PIPE <br />pa <br />WATNIM eTW <br />CABINETS SHALL BE NOTMULOM <br />�ra..nowaesu. <br />AU <br />LESS THAN 2x4, WHERE <br />BOND BEAM <br />O NOT CUT <br />► <br />StsL <br />AwoiwMy <br />code naar� <br />SOLID GROUT <br />THE BOND <br />au <br />aru v. <br />TAAcxeiaaars <br />SECURE SIT <br />2X4 WOOD <br />SPACED NOT MORE <br />lU/ ll)- "5 <br />BEAM <br />vrs,r`eo. <br />i`ASTeNm TO <br />M T <br />PLATE To SLAB <br />STUDS 024' <br />THAN 16' O.C. OR NOT <br />_ <br />(2) COURSE <br />REBARS <br />TTvaD sw <br />sloop pqe <br />neooucr oALV.STea <br />� ooae <br />Wv lod MA80N2Y <br />OC <br />LESS THAN 2x6, WHERE <br />-- <br />ArrwdrAL POP SAL TRACKwr <br />mwo <br />�MORE <br />NAIL • 32' OG <br />SPACED NOT MORE <br />PASTOW L TO s <br />MAX <br />THAN 24' O.C. <br />AOOn <br />rg7Dle <br />rCONC. SLAB <br />.. <br />FK RR <br />(I)TYP. INT. WALL (NON —BRIG.) <br />D1 SCALE: 3/4'.I'-V' <br />FIBERGLASS SHINGLES <br />OVER 430 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RW511 <br />ON J' O.S.B. SHEATHING <br />OR J' CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE J <br />2x FASCIA PER-- /I I -O <br />ELEVATIONS ! I TYP. <br />OH. <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR_ <br />2a PIPE THROUGH BOND BEAM <br />Dl SCALE.3/4'.I'-C' <br />5/8' Gypsum Bc <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-4J INSULATION — <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />FIBERGLASS SHINGLES <br />OVER -30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION K'SO&A <br />ON J' O.S.B. SHEATHING <br />ORj'CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />2_B GAS LINE THRU BLACK <br />auu. vr.r-Y <br />FIBERGLASS SHINGLES <br />OVER B0 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />Rw5`.0 ON Iii' O.S.B. <br />SHEATHING OR }' CDX <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'-m' <br />TYP. <br />s GARAGE DOOR JAMBS <br />Dl SCALE: 11/2'=I'-0' <br />i-2X4 SPP 24' OZ. MAX. — <br />SECURE W/ (2) 12d NAILS <br />• EA. END <br />2x BLOCKING BETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS— <br />STIFFBACK AT ALL UPRiGW <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD.TRUSS — <br />CONT. 2x RAT RUN SECURED PER—/ <br />STRUCTURAL DETAILS <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ 5/8' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />' REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' O.G. <br />1/2' THICK, 2 COAT PORTLAND <br />B• CM1 CEMENT PLASTER APPLIED <br />1/2, GYP. WL. BD. DIRECTLY TO MASONRY 1/2' THICK 2 COATL <br />PORTLAND CEMENT <br />WOOD BASE PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />J 0'-V'FITL FLR 01-0' FM FLR <br />, IV <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•t2 A <br />4 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 GRATER (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 />bl5i <br />n W/ WINDOW OPENING <br />�L <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />bc2 P.T. FURRING <br />STRIPS • 24' O.C. <br />1/2'GYP. U.L. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R505A ON J' O.S.B. <br />514EATWMG OR k COX <br />PLYWOOD SECURED PER <br />I'-0' FASTENER SCHEDULE <br />TYP. MTL, DRIP EDGE <br />ON. <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 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />cm <br />0'-O' FM. FLR <br />L <br />B TYP. WALL SECTION <br />NO OPENING <br />5 1—STORY GABLE BLOCK WALL <br />1 SCALE: W4'.I'-0' <br />A N C N I T E C T i <br />6 <br />Groupin <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774E078 <br />FAX: 407-774-4078 <br />wwwabdesigngroup.com <br />AA #: 0003325 J <br />N <br />L4 <br />U <br />0 <br />a <br />3 <br />SUBDM de I <br />SILVERADO <br />LOT #2 <br />BLK #18 <br />PROJICCT# <br />03719.000-02182 <br />MODEM <br />"2045-LANTANA" <br />GARAGE OWING: <br />LEFT <br />PAGE <br />DETAILS <br />150 MPH EXP. B <br />
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