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6930 Silverado Ranch Blvd
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6930 Silverado Ranch Blvd
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Last modified
3/21/2025 9:56:08 AM
Creation date
2/19/2025 11:58:12 AM
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Building Plans
Street #
6930
Location
Silverado Ranch Blvd
Contractor
DR Horton
Building Plans - Permit #
20988
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��.R F.re� 1 2X4 TOP PLATE <br />r'EA Y <br />R'RE•RAB TRU88 <br />U2' CLG. BOA.® <br />2X4 WOOD <br />STUDS *24. <br />O.C. <br />SLAB <br />FIN. PLR <br />TIONS SUPPORTING <br />HUNG PLUMBING <br />2ES AND WALL <br />BETS SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />16, O.G. OR NOT <br />THAN 2x6, WHEN <br />ED NOT MORE <br />24' O.C. <br />TYP. INT. WALL ( NON— BRG. ) <br />D1 SCALE: 3/4'.I'-D' <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RW5.LI <br />ON J' O.S.B. SHEATHING <br />OR }' COX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE -Eh* TRUES T-of4-. <br />MTL. DRIP EDGE <br />2x FASCIA PERELEVATIONS <br />VENTED SOFFIT <br />1/2' THICK 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR� <br />v <br />2 SAS, GYPSUM BO <br />OR VJ' HKsH <br />STRENGTH CLG. <br />BOARD <br />SEE ENEIGsY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-4.1INSULATION <br />�WINDOW ATTACHMENT <br />AS PER MANUS FACTURE SP <br />SPEGIFICATIGNB <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' O.C. <br />S' cm <br />1/2' GYP. WL. BD.� <br />WOOD BASE <br />n W/ WINDOW OPENING <br />N <br />S• DIA. SLEEVE, <br />DO NOT CUT <br />PE <br />DCND DEAF. NOT CUT <br />SOLID GROUT Tpe BOND <br />uv rU 50,W <br />(V COURSE - REDARS <br />A PIPE THROUGH BOND BEAM <br />SCALE. 9/4'.I'-O' <br />FIBEIR•sLASS SHINGLES <br />OVER 030 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RS0511 <br />ON I}' O.S.B. SHEATHING <br />OR }' CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <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 />J, 0'-0' FIN. FLR <br />a <br />�aLYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION W5.IJ - FOR ROOF <br />SLOPES 2:12 TO LESS THAN 4:12, A <br />5 1—STORY HIP BLOCK WALL l2) LAYER IMDERLAYMENT SYSTEM <br />D1 SCALE, 3/4'•1'-0' 18 REQUIRED. FOR ROOF SLOPES <br />OF 4:12 OR GREATER (1) LAYER <br />UNDERLAYMENT 18 PERMITTED BUT <br />MUST BE PER ASTM D226 TYPE II, <br />ASTM D 4869 TYPE IV, OR ASTM D <br />6151 <br />P KEM 11ow aA• u� <br />aw <br />•ar'.Lso. <br />IaD MAIN <br />2B GAS LINE THRU BLOCK <br />�eALs, w•.rs• <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RS05.0 ON J' OAZ, <br />SHEATHING OR;' 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 />1/1' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />D' CrU <br />VY TNIO( 2 COAT - <br />nORM1.Mo Colmr <br />PLAWW APPLoo <br />oull LT TO <br />MAGO f <br />Rtn <br />TO <br />A0W <br />pma <br />s GARAGE DOOR JAMBS <br />D1 SCALE:I I/2'•I'-fd' <br />2x BLOCKING BETWEEN TRUSSES <br />PER STRUCTURAL DETAILS—\ <br />STIFFBACK AT ALL UPRIGH <br />PER STRUCTURAL DETAILS <br />PRE -ENS WD.TRUSS — <br />CONT. 2x RAT RUN SECURED PER—/ <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />Ir <br />\ S/S' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPEGFICATIONB <br />Ix2 P,T. FURRNG— <br />STRPE • 24' O.C. <br />1/2' GYP. ILL. 150 - <br />WOOD BASE— <br />n W/ WINDOW OPENING <br />ri <br />WiR BEAD <br />cm m <br />FIBERGLASS SHINGLES <br />OVER s30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RWD.I.1 ON I' 0.88. <br />SHEATHING OR Ij' COX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />TYP. MTL. DRIP EDGE <br />ON. 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 />La" <br />W-0' FIN. PLR. <br />a <br />B TYP. WALL SECTION <br />NO OPENING <br />(1)1—STORY GABLE BLOCK WALL <br />D1 SCALE, 3/4'.I'-O' <br />1441 N. RONALD REAGAN SWR <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-774-4078 <br />www.abdoeigngroup.com <br />AA M: 0003325 <br />8 <br />r <br />0 <br />stn3DIV. Se LOT. <br />SILVERADO <br />LOT #5 <br />BLK #7 <br />PROJECT* <br />04128.002-05071 <br />MODEla <br />4ENB <br />"1751— NEUVILLE" <br />GARAGE S!/IIJG: <br />LEFT <br />PAGE <br />DETAILS <br />50 MPH EXP. DJ <br />wT nv w1A A <br />r" a 01 17 19 <br />DATE / / <br />SCALE: 1/4"=1'-O" <br />D1 <br />
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