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35587 Stella Vast Dr
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35587 Stella Vast Dr
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Last modified
3/4/2025 9:40:55 AM
Creation date
2/19/2025 11:09:11 AM
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Building Plans
Street #
35587
Location
Stella Vast Dr
Contractor
DR Horton
Building Plans - Permit #
213
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2X4 TOP PLATE <br />PRE-FAB TI MS <br />VY CLG. BOARD <br />IA' DRYWALL T`(Y <br />SECURE BT. - <br />PLATE TO SLAB <br />W/ hOd MASONRY <br />NAIL • 32' O.C. <br />MAX <br />FK FLR <br />2X4 WOOD <br />STUDS *24' <br />O.G <br />BLAB <br />OTE: 5TUD5 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 16' O.C. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' OG. <br />1 TYP. INT. WALL (NON—BRG. ) <br />D1 SCALE, 3/4'•I'-0' <br />FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES <br />OVER 430 FELT PAPER <br />OR SYNTHETIC <br />OVER W FELT PAPER <br />PRODUCT, INSTALLED <br />OR SYNTHETIC <br />PER SECTION RWS.1.1 <br />PRODUCT, INSTALLED <br />ON I}' OU3JB. SHEATHING <br />PER SECTION R505.1.1 <br />OR CDX PLYWOOD <br />ON J' O.SB. SHEATHING <br />5/S' GYPSUM BOA <br />SECURED PER <br />OR k CDX PLYWOOD <br />OR 1/2' HiCM <br />FASTENER SCHEDULE <br />SECURED PER <br />STRENGTH CLG. <br />FASTENER SCHEDULE <br />BOARD <br />REFERENCE <br />9TRUCTURA - <br />PRE-E' ?I <br />SEE ENERGY CODE FORMS Fi <br />INSULATION R-VALUESRENCE <br />PRE-ENG TRIM <br />STRUCTURAL <br />MTL. DRIP EDGE <br />MTL. DRIP EDGE <br />PER ELEVATION <br />2x FASCIA PER <br />TYP <br />2x FASCIA PER <br />ELEVATIONS <br />CA <br />ELEVATIONS <br />VENTED SOFFIT <br />I R-4.1 INSULATION <br />VENTED SOFFIT <br />WINDOW ATTAC 4 ENT <br />PER MANIFACTUREB <br />�AS <br />SP <br />SPECIFICATIONS <br />I <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' O.C. <br />I/2' THICK. 2 COAT PORTLAND <br />e' OMU <br />CEMENT PLASTER APPLIED <br />1/2' THICK 2 COAT PORTLAND <br />DIRECTLY TO MASONRY <br />CEMENT PLASTER APPLIED <br />1/2, GYP. WL. BD. <br />DIRECTLY TO MASONRY <br />WOOD BABE <br />0'-0' FUL FLR <br />_ . <br />— 0'-0' FIN. FLR <br />a N <br />4 <br />W/ WINDOW OPENING TYP. <br />WALL SECTION <br />B <br />NO OPENING NOTE: <br />PER SECTION 505.1.1 - FOR ROOF <br />SLOPES 2:12 TO LESS THAN 4.12, A <br />5 1—STORY HIP BLOCK <br />WALL (2) LAYER UNDERLAYMENT SYSTEM <br />D1 SCALE, 3/4'•I'-C' <br />W <br />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 11, <br />ASTM D 4869 TYPE IV, OR ASTM D <br />615'1 <br />rD es.� <br />pm ♦m "a <br />/-2'\ GAS LINE THRU BLOCK <br />eu.r vr.r-i <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RW5.0 ON I' O.Sa <br />SHEATHING OR }' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />TYP. <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />PRE-ENG. GABLE TRIMS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />V!' THICK 2 COATS-- <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FI,L FLR <br />S' GMU a <br />W/ WINDOW OPENING <br />►i � <br />Dig: <br />wow JIM Pm ativ sue. <br />^ T my ora Dose <br />AI'PIeDVIiL Rda. 67K t 7RACx F M Sl' 011EM <br />on <br />FA♦7@!D TO mom <br />TRacwa 0exom 01'' <br />uv ne000m <br />AFITDVA. POM <br />3 GARAGE DOOR JAMBS <br />D1 SCALE: <br />2x BLOCKING BETWEEN TRUSSES <br />PER STRUCTURAL DETAILS <br />FIBERGLASS SHINGLES <br />OVER B0 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R905.0 ON J' 09.8. <br />STIFFBACK AT ALL UPRIGHTS SHEATHING OR Uj' CDX <br />PER STRUCTURAL DETAILS PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />`-PRE-ENG WA. TRUSS TYP. <br />o.H. MTL. DRIP EDGE <br />PER ELEVATION 2x FASCIA PER <br />Ir ELEVATIONS <br />CONT. 2x PAT RUN <br />RED PER <br />SEE ENERGY DETAILS <br />ETAILCODE RRR S FOR VENTED SOFFIT <br />PRE-E <br />INSULATION R-VALUES NG. GABLE TRU98 <br />PER ELEVATION WEEP SCREED <br />5/S' GYPSUM BOARD OR In' 2x P.T. SECURED PER <br />HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS <br />R-4.1 INSULATION IQ' THICK 2 COAT <br />WINDOW ATTACHMENT AS PER PORTLAND CEMENT <br />MANUFACTURES SPECIFICATIONS PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />RENGE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' O.G. <br />In, GYP. ILL. BD. , cm <br />�— WOOD BASE <br />0'-0' FIN. FLR <br />a <br />n TYP. WALL SECTION <br />NO OPENING <br />�l—STORY GABLE BLOCK WALL —STORY GABLE BLOCK WALL <br />D1 SCALE, 3/4'.I'-0' <br />i"I N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA /: 0003325 <br />1 <br />S <br />F$ <br />P <br />J <br />Q <br />J <br />y� <br />BaQ <br />npsQ <br />8aQ <br />EItMDIV. as LOT: <br />SILVERADO <br />LOT 21 <br />BLK 18 <br />PROJECT# <br />04128.002 21181 <br />MODEL' <br />4EAB <br />"1672— ARIA" <br />GARAGE 19111MG: <br />RIGHT <br />PAGR: <br />DETAILS <br />150 MPH EXP. B <br />
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