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35628 Burma Reed Dr
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35628 Burma Reed Dr
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Last modified
3/4/2025 10:19:58 AM
Creation date
2/19/2025 12:23:24 PM
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Building Plans
Street #
35628
Location
Burma Reeed Dr
Contractor
DR Horton
Building Plans - Permit #
687
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2X4 TOP PLATE <br />PER Fm A, <br />CAR�lIt GLAD WI <br />PRE-FAB TRuBS In, imm 2 COAT v a•u an <br />ColmD <br />1/2' CLG. BOARD IRAs A �G <br />DII'Mmy TO <br />MAsowcr 7,s P.T. uD <br />ATTAUD TO FILL <br />NOTE: STUDS IN cn1 AS F" <br />PARTITIONS SUPPORTING PReMWVA. PEa <br />1/2' DRYWALL ONWALL HUNG PLUMBING C"'•K "'� AeAL GG CKM wpD 1441 N. RONALD REAGAN BLVD <br />FIXTURES AND WALL WATR♦me STRIP LONGWOOD, FL32760 <br />S' DIA SLEEVE, LIK rALL 0PH: 407-774-6078 <br />CABINETS SHALL BE NOT DO NOT CUT FP`cRLlEarcROASLea AAMM('r FAX:407-7744078 <br />LESS THAN 2x4, WHERE IPE a„ aALv.STUL <br />SECURE ST. 2X4 WOOD SPACED NOT MORE OCtNV BE,a,I NOTouT w•en.oL.am TENT TO AA <br />AAAM:s10g003325com <br />PLATE TO BLAB STUDS 024' THAN 16' O.C. OR, NOT SOLID 6RCUT T� eG'Jo &OW BAN �'� P!R oALv. STlEL a.7RaAD Dose <br />W/ IOd MASONRY O•C LESS THAN 2x6, WHERE r�/rl - erPRovAL "II& eV!ler� TRACK r n by once <br />NAIL • 32' O.G. SPACED NOT MORE '- rRoomASTEaD TO y <br />Max THAN 24' OG. TRACK GRACKIII <br />uv PRRICCUCTRO APPROVAL FEW <br />SLAB <br />rK FLR TA PIPE THROUGH BOND BEAM <br />FM. <br />p SGAL! 3/4'•1' 2B GAS LINE THRU BLOCK 3 GARAGE DOOR JAMBS <br />D RIfJLbw•.ro D1 I/2'el'_0' <br />(1)TYP. INT. WALL ( NON— BRG. ) SCALE: I <br />D 1 SCALE. 3/4' • I'-0' <br />FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX. <br />OVER W FELT PAPER OR SECURE W/ (2) 12d NAILS <br />SYNTHETIC PRODUCT, • EA END <br />FIBEMLASS SHINGLES INSTALLED PER SECTION <br />OVER 030 FELT PAPER 2x BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES <br />Y <br />ao <br />o <br />FIBERGLASS SHINGLES OR SYNTHETIC Fzwb.1.1 ON J' 0A.B. PER STRUCTURAL DETAILS OVER A30 FELT PAPER OR <br />OVER w0 FELT PAPER PRODUCT, METALLED SHEATHING OR }' CDX SYNTHETIC PRODUCT, <br />OR SYNTHETIC PER SECTION R905.1.1 PLYWOOD SECURED PER INSTALLED PER SECTION <br />PRODUCT, INSTALLED FASTENER SCHEDULE R905.I.I ON J' O.S.B. <br />ON 1}' O.S.D. SHEATHING <br />PER SECTION R908.1.1 STIFF-15ACK AT ALL UP-RIdjo4 SHEATHW. OR <br />OR }• COX PLYWOOD PER STRUCTURAL DETAILS PLYWOOD SECURED <br />RURED PER <br />ON J' O.S.B. SWEAT14NG 5/8, GYPSUM BOA <br />OR }' CDX PLYWOOD OR IR' HIGH SECURED PER I'-0• I'-m' <br />SECURED PER STRENGTH CLG. FASTENER SCHEDULE TYP. TYP. FASTENER SCHEDULE <br />PRE -END WD. TR,ISS MTL. DRIP EDGE 40) <br />FASTENER SCHEDULE BOARD MTL. DRIP EDGE O.H. O.N. <br />--^-REFERENCE 2x FASCIA PER <br />STRUCTURAL 2x FASCIA PER PER ELEVATION <br />ELEVATIONSIf <br />ELEVATIONS =' <br />SEE ENERGY CODE FORMS FOR CONT. 2x RAT RUN SECURED PER / 'C <br />PRE-ENG TRUSS INSULATION R-VALUES PRE-EWS TRUSS VENTED SOFFIT STRUCTURAL DETAILS J/ VENTED SOFFIT <br />MTL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE INSULATION ON R-UEB EMY CODE 18 <br />PER ELEVATION PRE -END. LADLE TRUSS PRE -END. LADLE TRUSS <br />p_m• WEEP SCREED PER ELEVATION WEEP SCREED <br />2x FASCIA PER TYP. 2x FASCIA PER <br />ELEVATIONS ELEVATIONS S/8' GYPSUM BOARD OR I/2' <br />VENTED SOFFIT R-4.I INSULATION 2x P.T. SECURED PER HIGH STRENGTH CLG. BOARD 2x P.T. SECURED PER <br />VENTED SOFFIT STRUCTURAL DETAILS STRUCTURAL DETAILS <br />�SPWINDOW ATTACHMENT <br />PER MANUFACTURES <br />S�CIFICATIONS <br />R-4.1 INSULATION <br />1/2' THICK, 2 COAT <br />NDOW ASATIONS <br />PORTLAND <br />PLASTER APPLIED <br />STRUCTURAL <br />SPECIFICATTACHMENT <br />MNCEIANUFACTURES <br />DIRECTLY TO MASONRY <br />REFERENCE <br />Ix2 P.T. FURRING <br />STRUCTURAL <br />• STRIPS 24, Or- <br />1/2' THICK 2 COAT PORTLAND <br />Ix2 P.T. FUMING <br />8' CMU <br />CEMENT PLASTER APPLIED <br />•yq_,,Bp. <br />1/2' THICK 2 COAT PORTLAND <br />DII�GTLY TO MASONRY <br />i/2' THICK, 2 GOAT <br />GYpSTRIPS <br />• <br />DEMENT PLASTER APPLIED <br />I!!' GYP. WL. BD. <br />PORTLAND <br />� <br />DIRECTLY TO MASONRY <br />WOOD BABE <br />APPLIED <br />�D BASE <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR�L <br />° <br />— 0'-0' FM. PLR. <br />0'-0' FIN. FLR <br />° <br />— 0'-0' FIN. FLR <br />e <br />4' <br />a <br />W/ <br />WINDOW OPENING <br />�_T_YP. WALL SECTION <br />W/ <br />WINDOW OPENING <br />TYP. WALL SECTION <br />n <br />n <br />B <br />NO OPENING NOTE: <br />NO OPENING <br />PER SECTION 905.1.1 - FOR ROOF <br />SLOPES 2.12 TO LESS THAN 4.12 A <br />MEN a LOT <br />SILVERADO <br />LOT #43 <br />BLK #18 <br />PROJECT <br />04128.001-43181 <br />1[ODELt <br />4EHB <br />"2605— HAYDEN" <br />GARAGE SNING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 H EXAB <br />5 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM 6 1—STORY GABLE BLOCK WALL <br />D1 Or -ALE. 3/4'•1'-0' IS REQUIRED. FOR ROOF SLOPES D1 SCALE, 3/4'•I'-0' <br />OF 4:12 OR GREATER, (I) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM D226 TYPE II, <br />ASTM D 486S TYPE IV, OR ASTM <br />6151 ) L. <br />NO <br />DAR� 07/27/20 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />D1 <br />
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