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6988 Siverado Ranch Blvd
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6988 Siverado Ranch Blvd
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Last modified
3/21/2025 11:44:29 AM
Creation date
2/19/2025 12:25:33 PM
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Building Plans
Street #
6988
Location
Silverado Ranch Blvd
Contractor
Dr Horton
Building Plans - Permit #
21348
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2X4 TOP PLATE <br />PRE -PAS TRUSS <br />I/2' CLC=. BO <br />1,2' DRYWALL — , TOr <br />2X4 WOOD <br />STUDS 024' <br />OL <br />SLAB <br />0'-0' <br />FIN. FLR <br />NOTE: BTUU6 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 I6' O.C. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.C. <br />TYP. INT. WALL (NON—BRG.) <br />D1 SCALE, 3/4'.r-O' <br />FIBERGLASS SHINGLES <br />FIBERGLASS E <br />OVER =30 FELT PAPER <br />OVER '30 FELTT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />OR SYNTHETIC <br />PER SECTION R9®5JJ <br />PRODUCT, INSTALLED <br />ON a' OU38. SHEATHING <br />PER SECTION R%MJJ <br />ON a' O.S.S. SHEATHING <br />/a' <br />CDX PLYWOOD <br />OR;' CDX PLYWOOD <br />GYPSIJ'U BOARD -;,-,OR;' <br />OR IR' HIGH <br />SECURED PER <br />SECURED PER <br />STRENGTH CLG. <br />FASTENER SCHEDULE <br />FASTENER SCHEDULE <br />BOARD <br />REFERENCE <br />TI <br />STRUCTURAL <br />F'RE-ENG TRUSS <br />SEE <br />SEE ENERGY CODE FOR FoRJ <br />R -VALUES <br />PRE-ENG TRUSS <br />REFERENCE STRUCTURAL <br />MTL. DRIP EDGE <br />MTL. DRIP EDGE <br />�._0. PER ELEVATION <br />2x FASCIA PER <br />TYp <br />2x FASCIA PER <br />ELEVATIONS <br />OH <br />ELEVATIONS <br />VENTED SOFFIT <br />I R-4J INSULATION <br />VENTED SOFFIT <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />W2 P.T. FURRING <br />STRIPS 24' OZ. <br />1/2' THICK, 2 COAT PORTLAND <br />IQ' THICK, 2 COAT PORTLAND <br />8' CHIU <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />CEMENT PLASTER APPLIED <br />1/2' GYP. WL. BD. <br />DIRECTLY TO MASONRY <br />MOOD BASE <br />- <br />0'-V' FIN. FLR j <br />_ _ <br />a . <br />— _ 0q ® FIN. FLA. <br />.a <br />a <br />W/ WINDOW OPENING TYP. <br />WALL SECTION <br />ti <br />NO OPENING NOTE: <br />PER SECTION TICS.I.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'.r-o' <br />IS REQUIRED. FOR ROOF SLOPES <br />OF 4:I2 OR GREATER, (I) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM 0226 TYPE 11, <br />ASTM D 486S TYPE IV, OR ASTM D <br />6151 <br />row ar LM <br />2 GAS LINE THRU BLOCK <br />er.Y.e, ur.rr <br />FIBERGLASS SHINGLES <br />OVER -30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RSID5.IJ ON I' OSB. <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 -ENS. 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 />11_0. <br />TYR <br />O.H. <br />_ <br />II <br />♦ N�4�4114!40004!i�0000il4�4�N <br />#; <br />aim <br />Qu,Lv. sr..,� COOR <br />APPICV.Y. Ao. VurluL rwacx ,.,�, <br />W PRODYOT <br />APPROVAL Iit <br />s GARAGE DOOR JAMBS <br />D1 SCALE: <br />2x BLOCKING BETWEEN TRUSSES <br />PER STRUCTURAL DETAILS <br />FIBERGLASS SHINGLES <br />OVER -30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R505.IJ ON J' OAB. <br />STI FBACK AT ALL UPRrvHTB SHEATHING OR k COX <br />PER STRUCTURAL DETAILS PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG UD.TRUSS TYPH. . <br />MTL. DRIP EDGE <br />o <br />PER ELEVATION 2x FASCIA PER <br />ELEVATIONS <br />CONT. 2x RAT RUN SECURED PER / <br />STRUCTURAL DETAILS / VENTED SOFFIT <br />SEE ENERGY CODE FORMS FORD <br />INSULATION R-VALUES PRE-EUNG. GABLE TRUSS <br />PER ELEVATION WEEP SCREED <br />5/S' GYPSUIM BOARD OR 1/2' 2x P.T. SECURED PER <br />HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS <br />R-4.1 INSULATION 1/2' THICK, 2 COAT <br />WINDOW ATTACHMENT AS PER PORTLAND CEMENT <br />MANUFACTURES SPECIFICATIONS PLASTER APPLIED <br />--------REFERENCE DIRECTLY TO MASONRY <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS a 24' OZ. <br />1/2'GYP. UL. BD. <br />i— S' CmWOOD BASE <br />b. <br />4 <br />W/ WINDOW OPENING <br />all- 0' FIN. FLR <br />a. . <br />B TYP. WALL SECTION <br />NO OPENING <br />('6"�1—STORY GABLE BLOCK WALL <br />D1 SCALE, 3/4'.1'-& <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-774-4078 <br />Www.abdmlgngrouP. <br />AA #: 0003325 <br />IL <br />°' <br />> <br />W <br />i <br />O <br />4 <br />V <br />LL <br />Will <br />� <br />C <br />aUIRDIV & I.OT: <br />SILVERADO <br />LOT #10 <br />BLK #7 <br />PROJ=T/ <br />04128.002-10072 <br />MODEL: <br />4EAB <br />"1672—ARIA" <br />GARAGE BWDM: <br />LEFT <br />PAGE: <br />DETAILS <br />50 MPH EXP. Dj <br />ARCHnIECT- <br />STALE OF FLORW� <br />JA ES J. <br />AR <br />DA 07/10/19 <br />8C . /4'=1'-O' <br />ova= f <br />D1 <br />
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