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35592 Stella Vast Dr
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35592 Stella Vast Dr
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Last modified
3/4/2025 9:46:10 AM
Creation date
2/19/2025 11:19:11 AM
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Building Plans
Street #
35592
Location
Stella Vast Dr
Contractor
DR Horton
Building Plans - Permit #
211
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2X4 TOP PLATE <br />PRE-FA15 TIQUS8 <br />Vo 7HGK 2 COAT <br />COROM MAP <br />Cplu on <br />vaiw2oIURAL <br />a CLG. BOARD <br />A lmw <br />MR <br />NERMICalow <br />Polemy TO <br />m4soMer <br />21• P.T.YD <br />NOTE: STUDS IN <br />5' DIA. SLEEVE, <br />ArTAa� To wt <br />AS PER <br />PARTITIONS SUPPORTMCs <br />DO NOT CUT <br />ArPROVAL RLQ <br />1/2' DIRYWALL <br />WALL HUNG PLUMBIC <br />REBAR <br />WALANr' <br />FIXTURES AND WALL <br />PIPE <br />esA"m hoc <br />CABINETS SHALL BE NOT <br />w <br />r:ae.oMALL <br />LESS THAN 2x4, WHERE <br />BOND BEAM <br />O NOT CUT <br />�� tLOYlR#6YLM <br />oc�MMMr� <br />SPACED NOT MORE <br />SOLID GROUT <br />THE BOND <br />�� °� <br />AMPMER <br />SECURE BT. <br />2X4 UIOOD <br />STUDS 024' <br />THAN 16' O.G. OR, NOT <br />W/ CU- 5 <br />BEAM <br />vrem�so. <br />raa• w <br />PAST OD TO <br />WOW <br />LL <br />PLATE TO BLAB <br />Nu MASONRY2" <br />OG <br />LESS THAN 2x6, WHERE <br />C2) COURSE <br />_ <br />-- <br />REBARS <br />neooacT 6ALv. eT� <br />APPROVAL RIM ER ALTRACc <br />0. Dcoat <br />wul • �' OC• <br />L <br />SPACED NOT MORE <br />Orr MAP. Ma <br />s STeco TO <br />ByOTH <br />onau <br />MAX <br />THAN 24' O.C. <br />TRACx OROC177a <br />BLAB <br />L r <br />W, �� <br />APPROVAL � <br />FIN. RR <br />2A PIPE <br />THROUGH BOND <br />BEAM <br />2B GAS LINE THRU BLOCK <br />3 GARAGE DOOR <br />JAMBS <br />D1 SCALE: I I/2':I'-0' <br />p� SCALE: 3/4'.I'-0' <br />1 °�°' "'''''� <br />�1TYP. <br />INT. WALL (NON—BRG.) <br />�1 SCALE. 9/4•"1'-0' <br />FIBERGLASS SHINGLES 2x BLOCKING BETWEEN TRUSSES <br />OVER e30 FELT PAPER OR PER STRUCTURAL DETAILS <br />FIBERGLASS SHINGLES SYNTHETIC PRODUCT, <br />OVER -30 FELT PAPER INSTALLED PER SECTION FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES OR SYNTHETIC R905.IU ON l' O.SB. <br />e30 FELT PAPER OVER T PAPER OR <br />OVER SYNTHETIC PER SECTION RWS.LI PLYWOOD SECURED PER <br />PRODUCT, INSTALLED SHEATHING OR �' CDX SYNTHETIC PRODUCT, <br />PRODUCT, INSTALLED INSTALLED PER SECTION <br />OR SYNT <br />RWS.IJ ON IV OALS. <br />PER SECTION R906.I.I ON �' O.S.B. SHEATHING FASTENER SCHEDULE STIFF15ACK AT ALL UPRIGHT8 SHEATHING OR COX <br />ON J' O.S.B. SHEATHING 5/g•.GYp81y9 BO OR �' COX PLYWOOD PER STRUCTURAL DETAILS PLYWOOD SECURED PER <br />OR �' COX PLYWOOD OR IG PSU SECURED PER FASTENER SCHEDULE <br />SECURED PER STRENGTH CLG. FASTENER SCHEDULE TYP. -PRE-ENO ILD TRU88 TYP. MTL. DRIP EDGE <br />FASTENER SCHEDULE BOARD REFERENCE MTL. DRIP EDGE ON. �ON. <br />1 STRUCTURAL 2x FASCIA PER PER ELEVATION 2x FASCIA PER <br />11FELEVATIONS ELEVATIONS <br />SEE ENERGY CODE FORUMS F0 CONT. 2x RAT RUN SECURED PER // <br />PRE-' TRUSS INSULATION R-VALUES PRE-ENG TRUSS VENTED SOFFIT STRUCTURAL DETAILS / VENTED SOFFIT <br />REFERENCE STRUCTURAL SEE ENERGY CODE FORMS FOR <br />MTL. DRIP EDGE MTL. DRIP EDGE INSULATION R-VALLES <br />F'ER ELEVATION PRE-ENC: GABLE tRU88 PRE-ENCs. GABLE TRU88 <br />WEEP SCREED PER ELEVATION WEEP SCREED <br />2x FASCIA PER TYP 2x FASCIA PER <br />ELEVATIONS O,i.I, ..y ELEVATIONS 2x P.T. SECURED 5/8' GYPSUM BOARD OR V2• <br />R-4.1 INSULATION STRUCTURAL DETAILS PER <br />STRUCTURAL DET2x P.T. SECURED AILS <br />ER <br />VENTED SOFFIT VENTED SOFFIT HIGH STRENGTH C-G. BOARD <br />WINDOW ATTACHMENT <br />�AS PER MAhI1FACTUREB <br />SPECIFICATIONS <br />R-4.1 INSULATION 1/2' THICK, 2 COAT <br />T AS PER <br />STRUCTNT <br />REFEURAL WINDOW ATUREB SPECIFICATIONS PORTLAND G°hIETTACWMEX PLASTER D <br />DIRECTLY TO MASONRY <br />RENCE <br />Ix2 P.T. FURRING STRUCTURAL <br />STRIPS • 24' OZ. <br />I/2' THICK 2 COAT PORTLAND Ix2 P.T. FURRING <br />1/2' THICK, 2 COAT PORTLAND 8' cmCEMENT PLASTER APPLIED STRIPS • 24. Or— <br />STRIPS <br />PLASTER APPLIED I/Y GYP. WL BD. DIRECTLY TO MASONRY PORTLAND 2CE1 EW �Y BD. • cm <br />DIRECTLY TO MASONRY WOOD BASE PLASTER APPLIED <br />BASE <br />DIRECTLY TO MASONRY _ <br />0'-0' FIN. FLR� . _ 0'-0' FIN. FLR 0'-0' FIN. FLR,� a _ 0'-0' FIK FLR <br />a <br />d n <br />i W/ WINDOW OPENING r.-% TYP. WALL SECTION n W/ WINDOW OPENING <br />No OENING � TYP. WALL SECTION <br />P NOTE: t' NO OPENING <br />PER SECTION W5.1.1 - FOR ROOF <br />SLOPES 2:12 TO LESS THAN 4:12, A <br />[4)1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM �11—STORY GABLE BLOCK WALL <br />D1 SCALE: 9/4'•I'-0' 15 REQUIRED. FOR ROOF SLOPES D1 SCALE. 3/4.1'-0' <br />OF 4:12 OR GREATER, (I) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM D226 TYPE 11, <br />ASTM D 486S TYPE IV, OR ASTM D <br />6151 <br />1441 N. RONALD RFAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdesigngmp.com <br />M B: 0003325 <br />u <br />r <br />10 <br />Q <br />G <br />a <br />8 <br />�i <br />sxnmIv. at IAT <br />SILVERADO <br />LOT 6 <br />BLK 19 <br />PROJ=CT# <br />04128.002 06191 <br />MODEL- <br />4EBB <br />"1828—CALI" <br />GARAGE 81wrMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />n 04/06/20 <br />SCALE 1/4"=1'-0" <br />a* == <br />D1 <br />
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