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6952 Silverado Ranch Blvd
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6952 Silverado Ranch Blvd
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Last modified
3/21/2025 10:30:14 AM
Creation date
2/19/2025 11:34:30 AM
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Building Plans
Street #
6952
Location
Silverado Ranch Blvd
Contractor
DR Horton
Building Plans - Permit #
21275
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2X4 TOP PLATE <br />PRE-FAB TR1S8 <br />1/2. CLG. BOARD <br />V2' DRYWALL <br />2X4 WOOD <br />STUDS 024' <br />O.C. <br />GLAD <br />PIN. PLR <br />NQTE: STUDS IN <br />PARTITIONS SUPPORTING <br />WALL HUNG PLUMBING <br />FIXTURES AND WALL <br />CABINETS SHALL BE NOT <br />LESS THAN 2x4, WHERE <br />SPACED NOT MORE <br />THAN I6' O.C. OR NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.G. <br />TYP. INT. WALL NON-BRG. <br />D1 SCALE. 3/4'.1'-0' <br />FIBERGLASS SHINGLES <br />OVER 430 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RW5.0 <br />ON J' O.S.B. SHEATHING <br />OR j' CDX 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 />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM• <br />SOLID GROUT <br />W/ (1)- '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'.I'-C' <br />S/S' GYPSUM BOARD <br />OR IR' HGH <br />STRENGTH CLG. <br />BOARD <br />PER rtQN <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />TYP. <br />O.H. <br />R-4.1 INSULATION ------ <br />WINDOW ATTACHMENT <br />�AS PER MANUFACTURES <br />OPEGIFIGATIONB <br />I <br />REFERENCE <br />STRUCTURAL <br />ix2 P.T. FURRING—", <br />STRIPS • 24. OTC. <br />S• CMU� <br />1/2' GYP. WL. BD.� <br />WOOD BASE —� <br />FIBERGLASS SHINGLES <br />OVER F80 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RWS.0 <br />ON O.B.B. SHEATHING <br />ORCOX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />Py LLYN FOR em LN <br />av <br />. OTP. O. 80. <br />2B GAS LINE THRU BLACK <br />rxe vr.rr <br />FIBERGLASS SHINGLES <br />OVER F30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />Rw5.1.1 ON J' O.S.B. <br />SHEATHING OR I' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />—REFERENCE <br />MTL. DRIP EDGE <br />STRUCTURAL <br />2x FASCIA PER <br />ELEVATIONS <br />I'RE-E4G TRUSS <br />VENTED SOFFIT <br />MTL. DRIP EDGE <br />PRE-EN3'' GABLE TRUSS <br />WEEP SCREED <br />2x FASCIA PER <br />ELEVATIONS <br />2x P.T. SECURED PER <br />VENTED SOFFIT <br />STRUCTURAL DETAILS <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY 1/2' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />1'-0' <br />TYP. <br />O.H. <br />VY THM 2 COAT - <br />PCRILA/A CWlIT <br />PLA$Twt A-ft <br />0045mY TO <br />rwOneY <br />RILL <br />Aa <br />V cm en <br />STR MWAL FOR <br />2.6 P.T. OD <br />ATTACHM TO FILL <br />CAL AG Pie <br />APPRDVAL RIM <br />MACIAxT 1 <br />.ACK®! RIOD <br />3__ GARAGE DOOR JAMBS <br />D1 SCALE: 11/2*-1'-0' <br />2x BLOCKING BETWEEN TRUSSES <br />PER STRUCTURAL DETAILS <br />FIBERSL.ASS SHINGLES <br />OVER F30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RwS.1.1 ON l' O.S$. <br />STIFFBACK AT ALL UPRICRHTS SHEATHING OR;' CDX <br />PER STRUCTURAL DETAILS PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />— PRE-ENG WD. TRiMTYP. <br />MTL. DRIP EDGE <br />o.H. 2 <br />PER ELEVATION x FASCIA PER <br />ELEVATIONS <br />CONT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS / VENTED SOFFIT <br />SEE ENERGY CODE FORMS FORD <br />INSULATION R-VALUES PRE-ENG. LADLE TRUSS <br />PER ELEVATION WEEP SCREED <br />5/B' GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER <br />HIGH STRENGTH CLG. BOAR STRUCTURAL DETAILS <br />R-4.1 INSULATION 1/2' THICK, 2 COAT <br />WINDOW ATTACHMENT AS PER PORTLAND CEMENT <br />MANUFACTURES SPECIFICATIONS PLASTER APPLIED <br />----------REFERENCE DIRECTLY TO MASONRY <br />STRUCTURAL <br />N2 P.T. FURRING <br />STRIPS • 24' or- <br />1/2' GYP. WL. W. CMU <br />WOOD BASE <br />FIN. FLR.L J, 0'� 0' PIN. FLR 0'-0' FIN. FLR � a � J� 0'-0' FM. FLR <br /><a <br />' 4 <br />n W/ WINDOW OPENING B�WALL SECTION n W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING NOTE: NO OPENING <br />PER SECTION W5.1.1 - FOR ROOF <br />4 1-STORY HIP BLOCK WALL (OLAY ERIUNDERLAYMENT TO LESS THAN SYg E )M 5 1-STORY GABLE BLOCK WALL <br />1 SCALE. 3/4'.I'-0' IS REQUIRED. FOR ROOF SLOPES D� SCALE. 3/4'.1'-0' <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 />(0151 <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX 407-7744078 <br />www.abdeslgngroup.com <br />AA M: 0003326 <br />b <br />ro <br />l <br />F <br />sc7>sDIV & VC <br />SILVERADO <br />LOT 7 <br />BLK 7 <br />PROJECT* <br />04128.002-07071 <br />MODELA <br />4EBB <br />"1828-CALI" <br />GARAGE 9f1INO: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH XP. RJ <br />DIUNT <br />ATI : 01/17/19 <br />8CAL.E: 1/4"=1'-0" <br />SHEET <br />D1 <br />
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