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7199 Boxer Round Pl
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7199 Boxer Round Pl
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Last modified
3/20/2025 9:37:00 PM
Creation date
2/19/2025 12:20:49 PM
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Building Plans
Street #
7199
Location
Boxer Round Pl
Contractor
DR Horton
Building Plans - Permit #
559
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2X4 TOP PLATE <br />PLM <br />PRE-FAB TRUSS <br />V2' CLCa BOARD <br />1/2' DRYWALL -- TV) - <br />SECURE ST. — <br />PLATE TO SLAB <br />SV Wd MASONRY <br />NAIL • 32' Or — <br />MAX <br />FM RR <br />2X4 WOOD <br />STUDS 024' <br />Oa. <br />NOTE: 5TUD5 IN <br />PARTITIONS SUPPORTING <br />WALL HUNG PLUMBING <br />FIXTURES AND WALL <br />CABINETS SHALL BE NOT <br />LESS THAN 2x4, UIHERE <br />SPACED NOT MORE <br />THAN 16' O.C. OR NOT <br />LESS THAN 2x6, W14ERE <br />SPACED NOT MORE <br />THAN 24' O.G. <br />(H)TYP. INT. WALL NON—BRG. <br />D1 SCALE: 3/4'.r-0' <br />FIBERGLASS SHINGLES <br />OVER "30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RWDJJ <br />ON I. O.S.B. SHEATHING <br />OR }' CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-Ew. 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 />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (I)- 5 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND on <br />BEAM yr eTr.r c. <br />REBARS axo e.r <br />2A PIPE THROUGH BOND BEAM <br />D1 SCALE:3/4'.1'-0' <br />5/S' GYPSUM BOARD <br />OR 1R' HIGH <br />STRENGTH CLG. <br />BOARD <br />SEE ENEFWSY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />TYP. <br />ON. <br />R-4.1INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />I <br />REFERENCE <br />STRUCTURAL <br />ix2 P.T. FURRING —� <br />STRIPS • 24' O.C. <br />8' CMU_ <br />1/2' GYP. WL. BD._ <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RW511 <br />ON l' OU3U5. SHEATHING <br />OR k CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <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 />2B GAS LUTE TMU BLACK <br />— vr.T.r <br />FIBERGA-ASS SHINGLES <br />OVER 130 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RSOSUU ON J' 0U5B. <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 />1'-0. <br />TYP. <br />VC TUgC 2 COAT - <br />RAT®! AFPLIW <br />0111119my <br />MAGONIVr <br />AIY 0WAL PM VIRM&L TRAm <br />by wP. <br />rm? 4 m TD <br />TRACK ewACKM <br />ev rlsoolK.t <br />APPROVAL R0. <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'"1'-0' <br />—2X4 SPF 24' O.G. MAX—,, <br />SECURE W/ (2) T2d NAILS <br />• EA. END <br />2x 5LOCKMG BETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS <br />STIFFBACK AT ALL UPRIGH <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 />If <br />\ 5/5' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTACMIENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />lx2 P.T. FURRING <br />STRIPS • 24' Or- <br />1/2* GYP. ILL. BD. <br />WOOD BASE <br />D TO ".L <br />!4" <br />a om <br />woc <br />FIBERGLAS8 SHINGLES <br />OVER 030 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R905UU ON j. Cosa <br />SHEATHING OR k CDX <br />PLYWOOD SECURED PER <br />I,FASTENER SCHEDULE <br />TMTL DRIP EDGE <br />i <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />\---PRE-ENG. CsABLE TRUSS <br />WEEP SCREED <br />NL-2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />U2' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />O'-0' FM. FLR.1 0'-0' FIN. R.R. 0'-0' FIR FLR 0'-0' FIN. FLR <br />U-4 <br />m.. <br />a <br />a <br />H W/ WINDOW OPENING B TYP. WALL SECTION n W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING NOTE: NO OPENING <br />PER SECTION 905A - FOR ROOF <br />SLS 2:4 1—STORY HIP BLOCK WALL (2) LLAAYERII.NDERLAYMETO LESS T14NT SYSTEM �1—STORY GABLE BLOCK WALL <br />D1 SCALE: 3/4'.I'-0' IS REQUIRED. FOR ROOF SLOPES D1 SCALE: 3/4'.I'-V' <br />OF 4:12 OR GREATER (1) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM D226 TYPE II, <br />ASTM D 4069 TYPE IV, OR ASTM D <br />6151 <br />ANC NITECTS <br />Ggn <br />rou i 1T16 <br />L44i N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />wwwAbdesigngroup.eom <br />AA is 0003326 <br />M <br />r <br />0 <br />K <br />sUHDrv. de LOT: <br />SILVERADO <br />LOT #1 <br />BLK #18 <br />PROJECT# <br />03719.000-01182 <br />MODEL' <br />"2045-LANTANA" <br />GARAGE 91W)ING: <br />LEFT <br />PAOE: <br />DETAILS <br />150 MPH W. B <br />
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