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6988 Silverado Ranch Blvd
Zephyrhills
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6988 Silverado Ranch Blvd
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Last modified
3/21/2025 11:42:40 AM
Creation date
2/19/2025 11:57:59 AM
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Building Plans
Street #
6988
Location
Silverado Ranch Blvd
Contractor
DR Horton
Building Plans - Permit #
21348
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R�LR 2X4 TOP PLATE <br />PLAN y <br />PRE -FAD TR,188 <br />1/2' CLcx BOARD <br />2X4 WOOD <br />STUDS 024' <br />O.c. <br />GLAD <br />FIN. FLR <br />TIONS SUPPORTING <br />HUNG PLUMBING <br />2ES AND WALL <br />IETS SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />16' O.C. OR. NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />24' O.C. <br />(3:)TYP. INT. WALL (NON—BRG.) <br />Dl SCALE. 3/4'-I'-0' <br />FIBERGLASS SHINGLES <br />OVER O30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R905.1.1 <br />ON l' OUOS. SHEATHING <br />OR k CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS TTO�jP4. <br />MTL. DRIP EDGE2x FASCIA PERELEVATIONS <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLRj <br />It <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 <br />BEAM <br />REBARS <br />m PIPE THROUGH BOND BEAM <br />D1 SCALE:3/4'"1'-0' <br />5/8' GYPSUM BOARD <br />OR IR' 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 />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' O.C. <br />S' CMU <br />1/2' GYP. ILL. <br />UIOOD BASE I—�— --- <br />,a <br />e 4 <br />FIBERGLASS SHINGLES <br />OVER $30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R905A <br />ON J' ObB. SHEATHING <br />OR k COX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED 8OFFIT <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-C' FIN. FLR <br />e <br />W/ WINDOW OPENING TYP. WALL SECTION <br />NO OPENING NOTE; <br />PER SECTION W5.IJ - FOR ROOF <br />212 <br />N 4A <br />4 1—STORY HIP BLOCK WALL (2)SLOLAYERPES: <br />LNDETORLESSLAYMETHANT SYS:12,TEM <br />D1 SCALE. 3/4'"I'-C' IS REQUIRED. FOR ROOF SLOPES <br />OF 4:12 OR GREATER, (1) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM D226 TYPE II, <br />ASTM D 486S TYPE IV, OR ASTMI D <br />6151 <br />eAux Mo rAL <br />LN <br />: r M1C M.OV[ fGa 0Y LM <br />ati <br />roeD� <br />2B GAS LINE THRU BLACK <br />�arLa w•.r� <br />FIBERGLASS SHINGLES <br />OVER SO FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R908J.1 ON J' ObE. <br />SHEATHING OR }' COX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />I.." <br />TYP. <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 />VP THx7L 2 GOAT - <br />FOItRMb cwmw <br />rt"mm AFFLIm <br />opumr To <br />tw*orwr <br />A-MOVT <br />AFFIlOVAL R!Q <br />Y cm as <br />sTw:onwAL row <br />Ic�e•errr <br />2" F.T. WD <br />ATTACKD TO NLL <br />CALL AG PON <br />AFF &VAL R& <br />BY <br />a GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'.I'-0' <br />2x BLOCKING BETWEEN TRUSSES <br />PER STRUCTURAL DETAILS --\ <br />STIFFBACK AT ALL UPRIGH' <br />PER STRUCTURAL DETAILS <br />PRE-ENG UD.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 />GYPSUM BOARD OR 1/2' <br />NIGH STRENGTH CLG. BOARD <br />1/2' THICK, 2 COAT- <br />-I---PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />FLR <br />° d e <br />a• aMu a <br />m. <br />Q' <br />n W/ WINDOW OPENING <br />rt <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' O.C. <br />1/2, GYP. WL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />OVER'30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R905.IJ ON J. ObUS. <br />SHEATHING OR;' COX <br />PLYWOOD SECURED PER <br />m. 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 6CIREED <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 />a' <br />B TYP. WALL SECTION <br />NO OPENING <br />5 1—STORY GABLE BLOCK WALL <br />D 1 SCALE: 3/4'.I'-0' <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-7744078 <br />FAX 407-7744078 <br />www.abdosigngroup.com <br />AA M: 0003326 00 <br />I� <br />8LTHDIV. , LOT <br />SILVERADO <br />LOT 10 <br />BLK 7 <br />PROJECT# <br />04128.002-10071 <br />MODEIA <br />4EBB <br />"1828—CALI" <br />CAP -ACE 811MG: <br />LEFT <br />PACE: <br />DETAILS <br />50 MPH EU.JV <br />F-PRINTDATE: 01/17/19 <br />SCALE: 1/4"=1'-0" <br />B*== <br />D1 <br />
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