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35820 Iron Redding Ct
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35820 Iron Redding Ct
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Last modified
3/21/2025 7:47:50 AM
Creation date
2/19/2025 11:54:55 AM
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Building Plans
Street #
35820
Location
Iron Redding Ct
Contractor
DR Horton
Building Plans - Permit #
549
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MR{�-r�1 <br />f-2X4 TOP HATE <br />A Y <br />PRE-PAB TI0168 <br />In" CLG <br />1/2" DRYWALL T`jr <br />II -LATE AD MW/ ledMA80PlRY I 71i)SOOD <br />SLAB <br />STUDS IN <br />PARTITIONS SUPPORTING: <br />WALL WUNG PLUMBING <br />FIXTURES AND WALL <br />CABINETS SHALL BE NOT <br />LESS THAN 2x4, WHERE <br />SPACED NOT MORE <br />THAN I6" O.G. OR NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24" O.G. <br />FM. PLR T � S <br />aTYP. INT. WALL (NON— BRG. )INT. WALL ((Nj O N— BRG. ) <br />D1 SCALE, 3/4'.)'-0" <br />FIBERGLASS SHMGLES <br />OVER 430 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R908J.1 <br />ON I}" Oh.5. SHEATHING <br />OR P COX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-EJG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />TYP. <br />oN. <br />5/8" GYPSUM IN <br />OR 12" HKPH <br />STRENGTH CLG. <br />BOARD <br />S" DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (I)- 5 <br />(2) COURSE <br />00 NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />2Aa PIPE THROUGH BOND BEAM <br />Di WALE:3/4""I'-V" <br />ENERGY CODE FORMS <br />ATION R-VALUES <br />RENCE STRUCTURAL <br />ELEVATION <br />-'l—R-4.1 INSULATION — <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />1 SPECIFICATIONS <br />FIBERGLASS SHBJGLES <br />OVER P30 FELT PAPER <br />OR SI NTH_TIC <br />PRODUCT, INSTALLED <br />PER SECTION R906.IJ <br />ON OAS. SHEATHING <br />OR COX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE -ENS TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />Ix2 P.T. FURRING <br />STRIPS 24" O.C. <br />IF!" THICK, 2 COAT PORTLAND <br />1/2" THICK, 2 COAT PORTLAND a.. cm CEMENT PLASTER APPLIED <br />CEMENT PLASTER APPLIED 1/2" GYP. WL B DIRECTLY TO MASONRY <br />DIRECTLY TO MASONRY WOOD BABE <br />0'-0" FIN. FLR _ — — 0'-0" FIN. FLR. <br />a a. <br />,a <br />q <br />N W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING NO?E: <br />PER SECTION W5.1.1 - FOR ROOF <br />SLS 2:4 1—STORY HIP BLOCK WALL (2)LAYERIUNDERLATO LESgYMENT SYSTEM <br />D1 SCALE: 3/4".I'-0" IS REQUIRED. FOR ROOF SLOPES <br />OF 4.12 OR GREATER, (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 />W"MOam <br />M R1ROY LM <br />2B GAS LINE THRU BLACK <br />\,Dy — — <br />FIBERGLASS SWINGLE8 <br />OVER 030 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R90811 ON J" O.S.B. <br />SHEATHING OR;" COX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />1'-0" <br />TTP. <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />PIE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />14" THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />PER <br />V!" TwCK 2 COAT - <br />ceslr <br />Tea AITIaID <br />o"llemT TO <br />MAGCWW <br />0 <br />s GARAGE DOOR JAMBS <br />Di SCALE: <br />-2X4 SPF 24" O.C. MAX. - <br />SECURE W/ (2)12d <br />NAILS <br />2x SLOP t�TWEEN <br />QUS8E8 PER STRUCTURA <br />DETAILS <br />WD. <br />T <br />CCNT. 2. RAT RUN SECURED PER <br />STRUCTURAL DETAILS <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ 8/8" GYPSUM BOARD OR IR" <br />HIGH BTRENGTW CLG. BOARD <br />R-4J INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />1REPEF 94CE <br />STRUCTURAL <br />•Ix2 P.T. PURRING <br />STR1P8 • 24" OG <br />IR" GYP. WL. 00. <br />WOOD EASE <br />mm lsAD <br />mm <br />1G7URAL MR <br />P.T. MID <br />aueD TO I" <br />L Ia PM <br />"OVAL FM <br />LANT 6 <br />xea "OD <br />it R o1w <br />LONG ALL <br />00 (eT <br />)R tAaapd <br />RaAD DOCK <br />FIBERGLASS SWINGLES <br />OVER P30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R90SJ.1 ON J" O.S$. <br />SWEATHMG OR CDX <br />PLYWOOD SECURED PER <br />p-®FASTENER SCHEDULE <br />TY P• MTL. DRIP EDGE <br />OH. 2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />PRE -EN% GABLE TRUSS <br />WEEP SCREED <br />\^-2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />0" THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />l F <br />;IN. FLR. 4 _ 0'-0" FIN. FLR <br />e. a� <br />,a <br />q <br />A W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />(1)1—STORY GABLE BLOCK WALL <br />1 SCALE" 3/4'.I'-0" <br />A H C N I T E C T UI <br />Grnr- <br />eiIn <br />44I N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32760 <br />PH: 407-77"078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA #F: 0003326 <br />�a <br />Ir <br />BtnbDIVSILVERADO <br />LOT #5 <br />BlK 13 <br />ROJ7ECTfp <br />03719,000-05131 <br />MODMI & <br />"2558—HATMORNE" <br />GARAGR BWXNG: <br />LEFT <br />PAGIL. <br />DETAILS <br />150 EV. B <br />
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