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7046 Silverado Ranch Blvd
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7046 Silverado Ranch Blvd
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Last modified
3/21/2025 12:50:36 PM
Creation date
2/19/2025 11:41:44 AM
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Building Plans
Street #
7046
Location
Silverado Ranch Blvd
Contractor
DR Horton
Building Plans - Permit #
21744
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2X4 TOP PLATE <br />PRi-FAB TRUSS <br />1A CLG. ESOARD <br />14' DRYWALL T')' <br />2X4 WOOD <br />STUDS 624' <br />OC. <br />FLR <br />Milr_s aIuva 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.G. <br />TYP. INT. WALL NON—BRG. <br />21 SCALE, 3/4'.1'-& <br />FIBERGLASS SHINGLES <br />OVER IM FELT PAPER <br />OR 6YNT1 ETIC <br />PRODUCT, INSTALLED <br />PER SECTION RSMJJ <br />ON J* OAS. SHEATHING <br />ORJ'CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRU&6 J/ <br />MTL. DRIP EDGE <br />2x FASCIA PER P. <br />A ID ELEVATIONS <br />o <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR,J,,,_ _ <br />a. <br />a <br />.'a <br />• 4' <br />A/&' GYPSUM BU <br />OR V2' HIGH <br />STRENGTH CLG. <br />BOARD <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (I)- S <br />(2) COURSE <br />NOT CUT <br />BOND <br />AM <br />3ARS <br />sA PIPE THROUGH BOND BEAM <br />D1 81—ALE:3/4'-I'-C' <br />SEE ENERGY CODE FORME <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-4U INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />STRUCTURAL <br />bs2 P.T. FURRING — <br />STRP6 • 24' OL. <br />e' CMU <br />1/2' GYP. WL. BD: <br />WOOD BASE — <br />n W/ WINDOW OPENING <br />!f <br />FIBERGLASS SHINGLES <br />OVER'30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R905.0 <br />ON 0.6.5. 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 />a <br />B TYP. WALL SECTION <br />NO OPENING NOTE, <br />PER SECTION W5.1.1 - FOR ROOF <br />I 4 1—STORY HIP BLOCK WALL (2)OLIA ERUNDERLAYMENT SYSTEM <br />.� SCALE, 3/4'.I'-O' IS REQUIRED. FOR ROOF SLOPES 1p OF 4-12 OR GREATER, (U LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM D226 TYPE II, <br />ASTM D 456S TYPE IV, OR ASTM D <br />6151 <br />ILM <br />tic SAM FOR me Lbw <br />2B GAS LINE THRU BLACK <br />vr.r.r <br />FIBERGLASS 6H1143LES <br />OVER "W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R605UU ON Ik OA& <br />SHEATHING OR P CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />I.-W <br />TYP. <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATION& <br />VENTED SOFFIT <br />PRE-ENG. GABLE TRUSS <br />WEEP 6CREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />H' TWW, 2 COAT - <br />PORRAA CWW <br />PLAOTR AFFWW <br />o"mmy TD <br />1'IAaONRY <br />PROo= <br />ATPRDVAL OEM <br />s GARAGE DOOR JAMBS <br />D1 SCALE:11/2'.I'-C' <br />2x BLOCKING BETUMEN TRUSSES <br />PER STRUCTURAL DETAILS—\ <br />STIFPBACK AT ALL UPRIGH' <br />PER STRUCTURAL DETAILS <br />PRE-ENG UID. TRUSS — <br />CONT. Tx RAT RW SECURED PER—"' <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE FORM& FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />If <br />\ 5B' GYPSU'1 BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />UNOOW ATTACHMENT AS PER <br />MAN FACTURES SPECIFICATIONS <br />Ix2 P.T. FURRING — <br />STRIPS a 24' O.C. <br />1/2' THICK, 2 COATy' 1/2' GYP. WL. BD- <br />PORTLAND CEMENT PLASTER APPLIED WOOD BASE_ <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR, <br />6' cm <br />a. <br />a 'A, <br />• .4 <br />n W/ WINDOW OPENING <br />H <br />u. Pwaa. <br />FIBERGLASS 914NGLES <br />OVER e30 FELT PAPER OR <br />SYNTHETIC PRODUCT. <br />R�TALLED PER SECTION <br />R905.1.1 ON le O.SD. <br />SHEATHING OR k COX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />TYP. MTL. DRIP EDGE <br />O.H. <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />PRE-ENG, GABLE Tft" <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 />cm <br />0'-0' FIN. FLR <br />a. . <br />B TYP. WALL SECTION <br />NO OPENING <br />5 1—STORY GABLE BLOCK WALL <br />.� SCALE, 3/4'.1'-0' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH:407-774-6078 <br />FAX: 407-774-4078 <br />www.abdeeWWoup corn <br />AA 8: 0003325 <br />o <br />a <br />e <br />a <br />0 <br />SItraDIV. a LOT: <br />SILVERADO <br />LOT #1S <br />BLK. #7 <br />PROJECT <br />4128.00 .— 607 <br />HODZI.e <br />4EBB <br />"1828—CALL" <br />GA23AGE STFItak <br />RIGHT <br />PAG& <br />DETAILS <br />150 MPH EXP. B <br />
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