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6964 Silverado Ranch
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6964 Silverado Ranch
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Last modified
3/21/2025 11:18:09 AM
Creation date
2/19/2025 12:11:35 PM
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Building Plans
Street #
6964
Location
Silverado Ranch
Contractor
DR Horton
Building Plans - Permit #
21277
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2X4 TOP PLATE <br />ER FLR <br />PLAN <br />PRE-FAB TRUS5 <br />1/2' CLG. BOAR <br />1/2' DRYWALL — T` 1V <br />2X4 WOOD <br />STUDS s24' <br />O.C. <br />SLAB <br />FM FLR <br />IVV IC: pIUVO IIV <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 16' O.C. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.G. <br />(I)TYP. INT. WALL (NON—BRG.) <br />D1 SCALE: 3/4'.I'-C' <br />FIBERGLASS SHINGLES <br />OVER °30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RW5.1.1 <br />414 <br />ON J' OSB. SHEATHING <br />5/8' GYPSUM BOARD <br />OR J' GDX PLYWOOD <br />OR 1/2' HIGH <br />SECURED PER <br />STRENGTH CLG. <br />FASTENER SCHEDULE <br />BOARD <br />NATION <br />PRE-ENG TRUSS <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />MTL. DRIP EDGE <br />I, 0, <br />PER ELEVATION <br />2x FASCIA PER <br />TYP_ <br />ELEVATIONS <br />O.A_ <br />R-4.1 INSULATION <br />VENTED SOFFIT <br />ATTACHMENT <br />PER MANUFACTURES <br />�WINDOW <br />SAS PECIFICATIONS <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />Ix2 P.T. FURRING — <br />STRIPS a 24' O.G. <br />8' CMU <br />1/2' GYP. WL. BD. - <br />WOOD BASE — <br />,� W/ WINDOW OPENING <br />V <br />5' DIA SLEEVE, <br />DO NOT CUT <br />REBAR <br />IPE <br />BOND BEAM O NOT CUT <br />SOLID GROUT THE BOND <br />LLV V. 5 BEAM <br />(2) COURSE - REBARS <br />2A PIPE THROUGH BOND BEAM <br />Di SCALE:3/4'.I'-0' <br />FIBERGLASS SHINGLES <br />OVER -30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R905.1.1 <br />ON J' OSB. SHEATHING <br />OR }' CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PRE-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' FIN. FLR <br />n TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION 905.1.1 - FOR ROOF <br />S S I T L SS HAN 4 12 A <br />(::5)1—STORY HIP BLOCK WALL (2)-AYER UN ERLAYMENT SYSTEM <br />D1 SCALE: 3/4'-F-0' IS REQUIRED. FOR ROOF SLOPES <br />OF 4:12 OR GREATER, (I) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM D226 TYPE II, <br />ASTM D 4869 TYPE IV, OR ASTM D <br />6-15,11 <br />CORER BEAD <br />1/2' THICK 2 COAT <br />a' cm SEE <br />FIORM'd'm <br />PLASTER APPLIED <br />STRUCTURAL FOR <br />DIRECTLY TO <br />REINF ENT <br />MASGNRT <br />2- P.T. UD <br />ATTACHED TO FILL <br />CELL AS PER <br />PRODUCT <br />APPROVAL PRO. <br />C.OLLK AND a°x <br />SEALANT <br />BACKER ROD <br />UEATHER STRIP <br />GAD Lea <br />T'IOULDRUCa ALL <br />L <br />I I' PVL xsx raR GA° ea <br />ARO ND MY <br />GALV. STEEL <br />DOOR MANPJ <br />°' QU <br />TRACK BRACKETS <br />w• GrP. uL m. <br />FASTENED TO <br />uK.OD mee <br />WOOD JAMB PER <br />PRODUCT GALV. STEEL <br />OVERHEAD DOOR <br />APPROVAL REO. VERTICAL TRACK 1' MN. <br />BY OTHERS <br />DY MAP. <br />FASTENED TO <br />TRACK 5RA04E Ron,T <br />UV PRODUCT <br />APPROVAL REO. <br />2B GAS LINE THRU BLOCK <br />D1 ecA�w•.r-o• <br />FIBERGLASS SHINGLES <br />OVER °30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />Rw5.1.1 ON a' O.S.B. <br />SHEATHING OR J' 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 />1/2' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />e <br />I._0. <br />TYP. <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'=I'-O' <br />2x BLOCKING BETWEEN TRUSSES <br />PER STRUCTURAL DETAILS—\ <br />STIFFBACK AT ALL UPRIGN <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD, TRUSS <br />CONT. 2x RAT RUN SECURED PER2� <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 />n W/ WINDOW OPENING <br />H <br />FIBERGLASS SHINGLES <br />OVER'90 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RS05.1.1 ON J' O.SB. <br />SHEATHING OR J' CDX <br />PLYWOOD SECURED PER <br />i._0. FASTENER SCHEDULE <br />TYP. MTL. DRIP EDGE <br />o.H. <br />2x FASCIA PER <br />ELEVATIONS <br />\\ VENTED SOFFIT <br />\ `PRE-ENG. GABLE TRUSS <br />SWEEP SCREED <br />\-2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />R-4.1 INSULATION <br />1/2' THICK, 2 COAT <br />WINDOW ATTACHMENT AS PER <br />PORTLAND CEMENT <br />MANUFACTURES SPECIFICATIONS <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS 0 24' O.G. <br />1/2' GYP. WL. BD. <br />8' CMU <br />WOOD BASE <br />0'-0' FIN. FLR <br />n <br />TYP. WALL SECTION <br />NO OPENING <br />%6-"�1—STORY GABLE BLOCK WALL <br />D J1 SCALE: 3/4'.1'-0' <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774-8078 <br />FAX: 407-774-4078 <br />W W W.abdeslgngroupxom <br />AA #: 0003325 <br />F <br />W <br />W <br />0 <br />U <br />h <br />x <br />F <br />a <br />m <br />0 <br />F <br />J-� <br />SUBDIV. & LOT-4 <br />SILVERADO <br />LOT #8 <br />BLK #7 <br />PROJECT# <br />04128.002-08071 <br />MODEL: <br />4EHB <br />"2605—HAYDEN" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />50 MPH EXP. <br />R LI / A ABOUCHACRA <br />BAR NO W723�NO W7233 <br />PRINT 01 17 19 <br />DATE: <br />/ / <br />sC ALE: 1 /4"=1'— 0" <br />SHEET <br />D1 <br />
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