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7031 Steer Blade Dr
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7031 Steer Blade Dr
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Last modified
3/24/2025 3:56:00 PM
Creation date
2/19/2025 11:13:04 AM
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Building Plans
Street #
7031
Location
Steer Blade Dr
Contractor
DR Horton
Building Plans - Permit #
756
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��e,{e-�o-1 2X4 TOP PLATE <br />PRE-FAB TRUSS <br />'- 1/2 CL.G. BOARD <br />IQ' DRYWALL —, TV r <br />MAX�d MASO*24 <br />NRY I TUDu�OD <br />NAIL 0 32' Or- <br />NOTE: STUDS 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 � ' <br />r <br />1 TYP. INT. WALL(NON—BRIG.) <br />D1 SCALE. 3/4'.1'-0' <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RWbJ.1 <br />ON &' 0". 814EATHNS <br />OR 1, CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLANDy' <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-O' FIN. PLR_ <br />p/S' GYPSUM BI <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/ (I)- "S <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />RE15ARS <br />2,a PIPE THROUGH BOND BEAM <br />D1 SCALE:3/4'■I'-C' <br />SEE ENERGY CODE FORMS <br />N48ULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRING - <br />STRIPS • 24. O.C. <br />8' CMU <br />1/2' GYP. WL. BD. - <br />WOOD BASE — <br />FISERGLASS SHINGLES <br />OVER W FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RWbJJ <br />ON I}' CA& SHEATHING <br />OR CDX 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 />. — V'-®' FIN. FILM <br />.a <br />4 <br />ti W/ WINDOW OPENING B LL TYP. WASECTION <br />NO OPENING <br />NOTE. <br />PER SECTION 905.1.1 - FOR ROOF <br />SLO2:4 1—STORY HIP BLOCK WALL (2LAYERIUNDOERLAYMESS THNT SYSTEM <br />D1 SCALE, 3/4'.1'-0' IS REQUIRED, FOR ROOF SLOPES <br />OF 4:12 OR GRATER, (U LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM D226 TYPE II, <br />ASTM D 486S TYPE IV, OR ASTM D <br />6151 <br />a n ORAL <br />"LN <br />t-2B'\GAS LINE T RU BLACK <br />FIBEWxLASB 614MGLE6 <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RW5.1.1 ON J' O.S.B. <br />SHEATHING OR;' COX <br />PLYWOOD SECURED PER <br />FASTENER W14 DULE <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 />;4 ♦ ♦ ♦ 44:Ii�i�i�i��?iTi�i�i�iTiTiTi�i�� <br />� <br />s GARAGE DOOR JAMBS <br />D1 SCALE: I1/2'■I'-(d' <br />—2X4 OFF 24' O.C. MAX. - <br />SECURE W/ (2)12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUE <br />—PER STRUCTURAL DETAIL <br />STIFFBACK AT ALL UPRIGH <br />PER STRUCTURAL DETAILS <br />PRE-ENG WO. TRUSS — <br />CONT. 2x RAT RUN SECURED PER-/ <br />STRUCTURAL DETAILS J/ <br />SEE ENERGYME CODE FORPOR <br />INSULATION R-VALUES <br />,. PER ELEVATION <br />bW GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTAC 41ENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />Ix2 P.T. FURRING - <br />STRIPS • 24. O.C. <br />IF1' THICK, 2 COAT -A-- - 1/2' GYP. WL. ISO- <br />PORTLAND CEMENT WOOD BASE — <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FM. FLR <br />s 1 <br />S' cm a <br />ti <br />.a <br />a 4 <br />ti W/ WINDOW OPENING <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R805JJ ON Ik O.O.B. <br />SHEATHING OR j' CDX <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 TRUSS <br />—UEEP SCREED <br />\-2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />1/2' TMOIC, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />CMU <br />0'-0' FIN FILM <br />L <br />B TYP. WALL SECTION <br />NO OPENING <br />(311—STORY GABLE BLOCK WALL <br />91 SCALE, 3/4'■I'-V' <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32750 <br />PH: 407-7746078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA s: 0003326 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5438 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813886-2628 <br />FAX: 813486.2802 <br />aUBDIV. & LOT <br />SILVERADO <br />LOT #3 <br />BLK. 74TIA <br />PROJWT# <br />03719.000-03141 <br />MODLM. <br />2795—B <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />%150 MPH EXP. B <br />
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