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7036 Steer Blade Dr
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7036 Steer Blade Dr
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Last modified
3/24/2025 4:33:05 PM
Creation date
2/19/2025 11:17:55 AM
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Building Plans
Street #
7036
Location
Steer Blade Dr
Contractor
DR Horton
Building Plans - Permit #
764
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2x4 TOP PLATE A III C B I T 1 C T i <br />COMER MAD <br />PRE -FAD TOM <br />w7• TNICK. 7 COAT I' GA! eM 6 <br />1/2' CLG. BOARD F ltnAIV CST Ri ton <br />I•LMTm AITL� <br />° ea MA•eTY ro <br />7M P.T. WTO <br />STUD IN 5' DIA. SLEEVE, CELL AS A IN G90u , <br />PARTITIONS SUPPORTING DO NOT CUT APPROVAL RaO. <br />1/2' DRYWALL WALL HUNG PLUMBING REBAR ''�� GRALAW <br />FIXTURES AND WALL SAGC/R RaD 1441 N. RONALD REAGAN BLVD. <br />tilA.ti� I711•• LONGWOOD, FL 32750 <br />CABINETS SHALL BE NOT PIPE eA� aI o� nWr PH: 407 71"078 <br />LESS THAN 2x4, WHERE BOND BEAM O NOT CUT rPnensv. aelau. <br />SOLID GROUT THE BOND aL nt# Ie� cm ooae~ � wwwabdeslgngroup.eom <br />�a3eE Br. 2x4 u1ooD FAX: 407-7744078 <br />SPACED NOT MORE W/ (9- 05 BEAM WOW Wm °D � AA a:0003325 <br />L- <br />TE ro SAD 8TUD8.24' THAN 16' O C. OR NOT l2) COURSE REBARS FRom= WILY.. /TUL �,� Dom <br />W/ Imd MASONRY OC• LESS THAN 2x6, WHERE -- APPROVAL Ran gy TRACTcrts pY Ong <br />NAIL • 3Y oc. SPACED NOT MORE wr PAA• o!o TO gym,, <br />MAX THAN 24' O.C. TRAM eRACKM <br />aw FwAmw <br />. SLAB APPROVAL Ran <br />®'•m <br />FIN.FLR �, PIPE THROUGH BOND BEAM GAS LINE THRU BLOCK 3 GARAGE DOOR JAMBS <br />1 TYP. INT. WALL ( NON— BRG. ) D1 SCALE:3/4'AI'-0' D1 SCALE: II/2'•I'-0' <br />D1 SCALE3/4'.I'-®' <br />FIBERGLASS SHINGLES 2X4 OFF 24' O.C. MAX. <br />OVER 030 FELT PAPER OR SECURE W/ (2) 12d NAILS <br />SYNTHETIC PRODUCT, • EA. END <br />OVER'9m PELTPAPER FIBERGLASS EB INSTALLED PER SECTION 2x BLG B OCKINETWEEN TRUSSES FIBERGLASS SHINGLES <br />A <br />8 <br />0 <br />a <br />d <br />FIBERGLASS SHINGLES OR SYNTHETIC R9b.1.1 ON i, 0.8U5. - PER STRUCTURAL DETAILS OVER W FELT PAPER OR <br />OVER 030 FELT PAPER PRODUCT, METALLED BHEATHNG OR }' GDX <br />SYNTHETIC PRODUCT, <br />OR SYNTHETIC PER SECTION FtWb.I.I PLYWOOD SECURED PER INSTALLED PER SECTION <br />INSTALLED <br />PER SEECTIONRWS.0 ON �' O.S.B. SHEATHING FASTENER SCHEDULE STIFFBACK AT ALL UPRtlrA4 SHEATHING OR }' COX <br />R905.I.1 ON ' Oba. <br />ON I' 0.6U5. SHEATHING 5/S' GYPSUM BOARD OR }' CDX PLYWOOD PER STRUCTURAL DETAILS PLYWOOD SECURED PER <br />OR }' CDX PLYWOOD OR I/2' HIGH SECURED PER 0, I, O, <br />SECURED PER STRENGTH H FASTENER SCHEDULE TYP. tYP FASTENER SCHEDULE <br />FASTENER SCHEDULE BOARD MTL. DRIP EDGE--�-ENG WD TRUSS <br />MTL. DRIP EDGE <br />REFERENCE oH. O.H. 2x FASCIA PER <br />STRUCTURAL 2x FASCIA PER PER ELEVATION <br />ELEVATIONSIr '] <br />ELEVATIONS <br />SEE EN <br />RE ERGY CODE FORMS FOR CONT. 2x RAT RUN SECURED PER <br />P-ENG TRUSS INSULATION R-VALUES I'IQE- tR188 VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFITSEE bbb <br />MTL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE INSULATION R-VALUES <br />FORMS ROIQ <br />PER ELEVATION PRE'E x GABLE OFFIT PRE-ENG GABLE TRUSS <br />m' WEEP SCREED PER ELEVATION WEEP SCREED <br />2x FASCIA PER TY 2x FASCIA PER <br />ELEVATIONS O.H. ELEVATIONS 2x P.T. 5/e' GYPSUM BOARD OR I/2' 2xP.T. PER <br />VENTED SOFFIT R-4.1 NSULATION VENTED SOFFIT STRUCTURAL DETA LS W*H STRENGTH CL& 150ARD STRUCTURAL DETAILS <br />�WINDOW ATTACHMENT <br />AS PER MANUFRE ACTUS SP <br />BPECIFIGATIONB <br />R-4.1 INSULATION <br />1/2' THICK, 2 COAT <br />REFERENCETTUREBSPECIFENTAISGA <br />WNDOW <br />PLASTER APPLIEDT <br />STRUCRAL <br />MANUFAC TIONB <br />RENCE <br />DIRECTLY TO MASONRY <br />Ix2 P.T. PURRING <br />BTRJCTURAL <br />STRIPS / 24' OZ. <br />1/2' THICK. 2 COAT PORTLAND <br />bet P.T. FURRING <br />S' CMU <br />CEMENT PLASTER APPLIED <br />STRIPSG •UIL.,BD. <br />1/2• THICK 2 COAT PORTLAND <br />•� <br />DIRECTLY TO MASONRY-11 <br />1/2' THICK, 2 COAT <br />' <br />CEMENT PLASTER APPLIED <br />. I/l' GYP. ILL. BD. <br />PORTLAND CEMENT <br />cm <br />DIRECTLY TO MASONRY <br />WOOD BASE <br />PLASTER APPLIED <br />WOOD SASE <br />DIRECTLY TO MASONRYTm <br />®'-0' FIN. FLR.L <br />— <br />— J. 01-0' FM. FLR <br />0'-0' FM. FLR <br />—J. 0'-0' FIN. FLR <br />8• � <br />.. <br />a <br />U-1 <br />W/ <br />,a <br />• 9 <br />WINDOW OPENING <br />TYP. WALL SECTION <br />W/ <br />,u <br />WINDOW OPENING <br />TYP. WALL SECTION <br />B <br />B <br />ke <br />NO OPENING <br />NO OPENING <br />PER SECTION WD I.I - FOR ROOF <br />SLOPES 2 12 TO LESS THAN 4 12 A <br />9L78DIV. & IAT <br />SILVERADO <br />LOT #3 <br />BLK. #13 <br />PROdSCT# <br />03719.000-03132 <br />MODSIA <br />"2045-LANTANA" <br />GARAGE OWING: <br />RIGHT <br />PADS: <br />DETAILS <br />150 MPH EXP. B <br />4 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM 5 1—STORY GABLE BLOCK WALL <br />D1 SCALE: 9/4'•I'-m' -- IS REQUIRED. FOR ROOF SLOPES D1 SCALE: 3/4'.1'-0' <br />OF 4:12 OR GREATER (1) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM 0226 TYPE II, (r+ <br />ASTM D 48611 TYPE IV, OR ASTM D JIU 2 <br />6151 <br />PIeINT 8/17/20 <br />DATL': <br />OCALS: 1/4"=1'-0" <br />OI388T <br />D1 <br />
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