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35635 Stella Vast Dr
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35635 Stella Vast Dr
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Last modified
3/4/2025 10:29:23 AM
Creation date
2/19/2025 11:16:38 AM
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Building Plans
Street #
35635
Location
Stella Vast Dr
Contractor
DR Horton
Building Plans - Permit #
22675
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2X4 TOP PLATE <br />PRE -FAD TRUES <br />V2' GL.G. SIOARD-f <br />IWWMA 21 O I OTuoSIT 2X4 W°°D, <br />SLAB <br />NOTE: 5TUDS 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' O.C. <br />FIN. PLR T 1� ' <br />a)TYP. INT. WALL ( NON- BRG. ) <br />D1 SCALE, 3/4'.I'-D' <br />FIBERGLASS SHINGLES <br />OVER 430 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RWb.IU <br />ON I' OAS. SHEATHING <br />OR }' CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRAM <br />MTL. DRIP EDGE <br />,•- <br />2x FASCIA PER <br />ELEVATIONS <br />O.H.TYP. <br />VENTED SOFFIT <br />In' THICK, 2 COAT PORTLAND-1-- <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR.L <br />5/8' GYPSUM BC <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (1)- 05 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />PIPE THROUGH BOND BEAM <br />D1 SCALE:3/4'•1'-0' <br />SEE ENERGY CODE FORMS <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIPS • 24' OG. <br />8' CMl <br />1/2' GYP. WL. BD. - <br />WOOD BASE — <br />m. <br />.a <br />n W/ WINDOW OPENING <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RW5.1.1 <br />ON 1}' O.S.B. SHEATHING <br />OR }' COX 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 />B TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION WS.LI - FOR ROOF <br />4 1-STORY HIP BLOCK WALL (2)LAAYERIUNDERLA�YMENT SYSTEM <br />D1 SCALE, 3/4'.I'-®' IS REQUIRED. FOR ROOF SLOPES <br />OF 4:12 OR GREATER (U LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM 0226 TYPE II, <br />ASTM D 4965 TYPE IV, OR ASTM D <br />6151 <br />WE raw w Lttl <br />:sa <br />l <br />B GAS LINE THRU BLOCK <br />FIBERRGLASB SHINGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />wwwj ON a' OAS. <br />SHEATHING OR }' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />1/ <br />11.m. <br />TYP. <br />MTL. DRIP EDGE O-. <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 />W, Twm 7 COAT - <br />PORILNO cwlw <br />PLAGM APPLE <br />oulamy TO <br />momw <br />MR <br />Rea <br />PASTOWD TO <br />TRACK PRACKM <br />avPRODUCT <br />APPROVAL Rea <br />Yemen <br />ail JOUPAL PM <br />ba P.T. w <br />ATTACWK0 TO PLL <br />CALL AS Pelt <br />PRODUCT <br />APPROVAL REa <br />ONALAW . <br />6ACKM ROO <br />3 GARAGE DOOR JAMBS <br />lllD9 SCALE: 11/2'•1'-0' <br />2x BLOCKING BETWEEN TRUSSES <br />PER STRUCTURAL DETAILS---\ <br />STIFFBACK AT ALL UPR04' <br />PER STRUCTURAL- DETAILS <br />PRE-ENG WD.TRUBS <br />CONT. 2x RAT RUN SECURED PER—/ <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 />NIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SP'BCIPICATIONB <br />Ix2 P.T. PURRING — <br />STRIPS • 24. O.C. <br />IR' THICK 2 COAT— - 1R' GYP. WL. OD.- <br />PORTLAND CEMENT PLASTER APPLIED WOOD BASE_ <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLRrI <br />cm <br />d a <br />d. <br />ti <br />e o' <br />4'. <br />(A W/ WINDOW OPENING <br />a <br />FIBERGLAS8 SHINGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RwS.1.1 ON j' OUS.B. <br />SHEATHING OR }' CDX <br />PLYWOOD SECURED PER <br />I,-®. 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 SCREED <br />\--2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />VJ' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />C:l <br />} 0'-0' FIN. FLR <br />Q <br />TYP. WALL SECTION <br />NO OPENING <br />5 1—STORY GABLE BLOCK WALL <br />D1 SCALE, 3/4'.P-10' <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAK 407-774.4078 <br />www.abdaslgngroup.com <br />AA x: 0003325 <br />8 <br />Ix <br />Ra <br />� <br />Is. <br />1 <br />4b <br />w <br />x <br />i <br />aVBDIV. 89W 74 <br />SILVERADO <br />LOT 16 <br />BLK 18 <br />PROJECT/► <br />04128.002 16181 <br />HODEIA <br />4EBB <br />"1828-CALI" <br />GARAGE EVrXNG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />
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