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7054 Steer Blade Dr
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7054 Steer Blade Dr
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Last modified
3/20/2025 4:14:50 PM
Creation date
2/19/2025 11:24:40 AM
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Building Plans
Street #
7054
Location
Steer Blade Dr
Contractor
DR Horton
Building Plans - Permit #
1190
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IF <br />2X4 TOP PLATE <br />PRE-RAB TRllBs <br />112' GLG. BOARD <br />112' DRYWALL �_. THY' <br />SECURE ST. — <br />PLATE TO GLAD <br />W/ I0d MASONRY <br />NAIL • 32' O.C. <br />MAX <br />FIN. FLR <br />2X4 WOOD <br />STUDS 024 <br />O.C. <br />SLAB <br />IVCJIt: alwD 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.G. OR NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />TWAN 7A' nf. <br />(TYP. INT. WALL (NON—BRG.) <br />D1 SCALE. 3/4'.I'-O' <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM• <br />SOLID GROUT <br />W/ (D- 9 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />m PIPE THROUGH BOND BEAM <br />D1 SCALE: 3/4'.I'-C' <br />crux no w� <br />7r <br />IY�kaK�a.a.•�N <br />ov <br />w• wr.0-go. <br />noco aAr <br />2 GAS LINE THRU BLOCK <br />• <br />• <br />9bD_•!•�ia <br />:*0i4i <br />a GARAGE DOOR JAMBS <br />D1 SCALE: I I/2'•I'-0' <br />FIBERGLASS SHINGLES 2X4 SPF 24' O:C. MAX. <br />OVER SO FELT PAPER OR SECURE Ul/ (2) 12d NAILS <br />FIBERGLASS SHINGLES SYNTHETIC PRODUCT, • EA END <br />OVER •30 FELT PAPER INSTALLED PER SECTION 2x BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES OR SYNTHETIC R90511 ON I}' O.B.D. PER STRUCTURAL DETAILS OVER -30 FELT PAPER OR <br />OVER 0 FELT PAPER PRODUCT, INSTALLED SHEATHING OR;' CDX OVER PRODUCT, <br />"9 <br />OR SYNTHETIC PER SECTION R908.1] PLYWOOD SECURED PER INSTALLED PER SECTION <br />PPEERDSECTIONiR Lb IDI ON 1}' O.S.B.SHEATHING FASTENER SCHEDULE STIFRBACK AT ALL UPRIGHT8 SHEATHING OR COX <br />ON J' O.S.B. SHEATHINGOWNDOWATTACWMENT <br />/8' GYPSUM BOARD OR J' CDX PLYWOOD PER STRUCTURAL DETAILS PLYWOOD SECURED PER <br />OR J' CDX PLYWOODR 1/2' HIGH SECURED PER I'•0' - I'-0' <br />SECURED PERTRENGTH CLG FASTENER SCHEDULE tYP rYP FASTENER SCHEDULE <br />PRE-ENG WD. TRUSS <br />FASTENER SCHEDULEOARD REFERENCE MTL. DRIP EDGE ON. O.H. 2x F DRIP EDGE <br />STRUCTURAL 2x FASCIA PER PER ELEVATION 2x FASCIA PER <br />ELEVATIONS ELEVATIONS <br />E ENERGY CODE FORMS FOR CONT. 2x RAT RUN SECURED PER <br />PRE-E0 TRUSS ULATION R-VALUES F'RE" TRU88 VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT <br />SEE ENEPIGY MTL. DRIP EDGE FOR <br />FERENCE STRUCTURAL MTL. DRIP EDGE INSULATION R-vOADLUEB <br />R ELEVATION PRE-ENG. GABLE TRU88 PRE-ENG LADLE iRU88 <br />I'-m• WEEP SCREED PER ELEVATION WEEP SCREED <br />2x FASC11 <br />IA PER TYp 2x FASCIA PER _ <br />ELEVATIONS O,I.I ELEVATIONS 5/8' GYPSUM BOARD OR U2' <br />2x P.T. SECURED PER HKsH STRENGTH GLG. DOARD 2x P.T. SECURED PER <br />VENTED SOFFIT 4.1 INSULATION VENTED SOFFIT STRUCTURAL DETAILS STRUCTURAL DETAILS <br />SPECIFICATIONS <br />PER MANUFACTURES <br />BPECIFICATIONB <br />R-4.1 INSULATION 1/1' THICK, 2 COAT <br />REFERENCE WINDOW ATTAC14IM11:14 rSTRUCTURAL MANUFAcTUR'ES BPEcIFICATIS P <br />TIONLASTERDE APPL I Di <br />DIRECTLY TO MASONRY <br />PENCE <br />Ix2 P.T. PURRING STRUCTURAL <br />STRIPS • 24' O.C. <br />Z- 1/2' THICK 2 COAT PORTLAND Ix2 P.T. FURRING <br />1/2' THICK, 2 COAT PORTLAND G' CMu CEMENT PLASTER APPLIED I/1' THICK, 2 GOAT GSTRITP•WL.•DD. <br />CEMENT PLASTER APPLIED 1/2' GYP. WL. W. DIRECTLY TO MASONRY CEMENT I El WOOD BASE • CMU <br />DIRECTLY TO MASONRY WOOD BASE PLAST RDAPPLIED <br />DIRECTLY TO MASONRY <br />0'-0' PIN. FLR — _ i. 0'-0' FIN. FLR 0'-0' FIN. PLR ° _ 0'-0' FIN. FLR <br />a° <br />a ,a <br />ti W/ WINDOW OPENING B TYR WALL SECTION n W/ WINDOW OPENING B TYP. WALL SECTION <br />le NO OPENING NOTE: NO OPENING <br />PER SECTION W5.1.1 - FOR ROOF <br />4 1—STORY HIP BLOCK WALL (2)LA ERiUNDERLA2 TO YMENTSYSTEM 5 1—STORY GABLE BLOCK WALL <br />D1 6CALE: 3/4'.1'-m' IS REQUIRED. FOR ROOF SLOPES D1 SCALE, 3/4•.1*-0' <br />OF 4.12 OR GREATER (U LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM 0226 TYPE 11, <br />ASTM D 486S TYPE IV, OR ASTM D <br />675I <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32750 <br />PH: 407-77445078 <br />FAX: 407-7744078 <br />www.abdaslgngroup.com <br />AA M: 0003325 <br />IF DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813.888-2628 <br />FAX: 813.888.2.2 <br />aUDDIV. do L071.61 <br />SILVERADO <br />LOT #13 <br />BLK #13 <br />PROJECT# <br />03719,000-13131 <br />mopmu <br />2795—F <br />GARAGE BVnNG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />
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