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35648 Burma Reed Dr
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35648 Burma Reed Dr
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Last modified
3/4/2025 10:40:28 AM
Creation date
2/19/2025 11:56:47 AM
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Building Plans
Street #
35648
Location
Burma Reed Dr
Contractor
DR Horton
Building Plans - Permit #
746
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��,��.+.��- l� 2X4 TOP PLATE <br />IDE <br />PRE-FAD TRUSS <br />14' CL.G. BOARD <br />14' DRYWALL —, T`h- <br />SECURE ST. - 2X4 WOOD <br />PLATE TO O R STUDS 024' <br />W/ ATE MASONRY \ STLI <br />NAIL • 32' Or - <br />MAX MAX <br />SLAB <br />NOTE: STUDS IN <br />PARTITIONS SUPPORTING <br />WALL HUNG PLUMBING <br />FIXTURES AND WALL <br />CABINETS SHALL BE NOT <br />LESS THAN 2x4, WHEN <br />SPACED NOT MORE <br />THAN I6' O.C. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.C. <br />FIN. PLR. 1' � ' 4 <br />TYP. INT. WALL NON—BRG. <br />\llal SCALE. 3/4'.I'-C' <br />FIBER03LASS SHINGLES <br />OVER r30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R90S.1.1 <br />ON }' Oba. SHEATHING <br />OR p CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE -ENS TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />I y <br />TYP. <br />ELEVATIONS <br />ON. <br />VENTED SOFFIT <br />/ <br />14' THICK, 2 COAT PORILAND---L— <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR,_ <br />5' DIA. SLEEVE, <br />DO NOT GUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (1)- 05 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />2A PIPE THROUGH BOND BEAM <br />D1 SCALE:3/4'-1'-0' <br />AV om <br />I`r aAN"M GAO LN <br />,cm <br />r am..L. ao. <br />IOCD a.r <br />GAS LINE THRU BLOCK <br />aCLL.b N'•fJ` <br />VJ' THICK, 2 COAT - <br />FLASTER AMID <br />DIIoCTL7 TO <br />MAOCtRY <br />AF194WT <br />APPROVAL RJQ <br />uv PIaoDUCT <br />APPROVAL RaQ <br />a GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'-V-0' <br />D TO ftL <br />PM <br />iL Raa <br />woo <br />FIBERGLASS SHINGLES 2X4 SPF 24' O.G. MAX. <br />OVER W FELT PAPER OR SECURE W/ (2) 12d NAILS <br />FIBERGLASS SHINGLES SYNTHETIC PRODUCT, 0 EA END <br />OVER 130 FELT PAPER INSTALLED PER SECTION 2x BLOCKING 15ETWEEN TRUSSES FIBERGLASS SHINGLES <br />OR SYNTHETIC R905.0 ON j' O.S.D. PER STRUCTURAL DETAILS OVER W FELT PAPER OR <br />PRODUCT, INSTALLED SHEATHING OR;' COX SYNTHETIC PRODUCT, <br />PER SECTION R905.1.1 PLYWOOD SECURED PER INSTALLED PER SECTION <br />ON 1}' ObB. SHEATHING FASTENER SCHEDULE STIFFBACK AT ALL UPRIGHTS SHEATHING OR j' COX <br />5/S' GYPSUM DO OR 1, =X PLYWOOD PER STRUCTURAL DETAILS PLYWOOD SECURED PER <br />SECURED PER <br />OR 1/2' HIGH p-®• 1,-®. FASTENER SCHEDULE <br />STRENGTH CLG. FASTENER SCHEDULE <br />TYP. TYP. <br />F'!7E-ENG WD. TRUSS <br />BOARD All MTL. DRIP EDGE O•H• O.H MTL. DRIP EDGE <br />REFERENCE 2x FASCIA PER <br />STRUCTURAL 2x FASCIA PER PER ELEVATION <br />ELEVATIONS ELEVATIONS <br />SEE ENERGY CODE FORME FOR PRE TRUSS CONT. 2x RAT RUN SECURED PER <br />INSULATION R-VALUES VENTED SOFFIT STRUCTURAL DETAILS / VENTED SOFFIT <br />REFERENCE STRUCTURAL SEE ENERGY CODE FORMS FOR <br />MTL. DRIP EDGE PRE-ENG GABLE iRU88 INSULATION R-VALUES PRE-ENG. GABLE TRUSS <br />PER ELEVATION WEEP SCREED PER ELEVATION <br />2x FASCIA PER WEEP SCREED <br />ELEVATIONS 2x P.T. SECURED 5/8' GYPSUM BOARD OR 1/2' 2x P.T. SECURED <br />ER <br />R-4.1 INSULATION STRUCTURAL DETAILS PER <br />STRUCTURAL DETAILS <br />VENTED SOFFIT HIGH STRENGTH CLG. BOARD <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />�SPECIFICATIONS <br />R-4.1 INSULATION - Vi' THICK, 2 COAT <br />REFERENCNT <br />STRUCTURAL WINDOW ATACHMENT AS E MANIFAc TTURES SPECIFICATIONS PLASTERDACEMED <br />DIRECTLY TO MASONRY <br />FERENCE <br />Ix2 P.T. FURRING STRUCTURAL <br />STRIPS 24' O.C. <br />1/2' THICK, 2 COAT PORTLAND Ix2 P.T. FURRING <br />. EMENT PLASTER APPLIED gcm 24' Or <br />— <br />STRIPS <br />a, GYP. WL. BD. DIRECTLY TO MASONRY 1/2' THICK, 2 COAT 1/2'GYP. WL. ISO. <br />PORTLAND CEMENT WOOD BASE S' CrIU <br />�— WOOD BASE PLASTER ED <br />DIRECTLY TO MASONRY <br />J, V'-0' FIN. FLR <br />a <br />q <br />n W/ WINDOW OPENING TYP. WALL SECTIONWALL SECTION <br />" " NO OPENING NOTE: <br />PER SECTION 905.1.1 - FOR ROOF <br />4 1—STORY HIP BLOCK WALL (2 °LAAYER�UTO RLAYMENT SYSTEM <br />D1 SCALE. 3/4'.P-0' IS REQUIRED. FOR ROOF SLOPES <br />OF 4:12 OR GREATER, (1) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM D226 TYPE II, <br />ASTM D 486S TYPE IV, OR ASTM D <br />6i5i <br />a, cmFLR � a FIN. FLR <br />a . <br />tl .. <br />e a <br />N W/ WINDOW OPENING BALL SECTION <br />NO OPENING <br />5 1—STORY GABLE BLOCK WALL <br />1 SCALE, 3/4'.1'-0' <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdosogroup.com <br />AA M: 0003328 <br />L <br />h <br />us <br />x <br />fl <br />avBaly as LOT: <br />SILVERADO <br />LOT #45 <br />BLK #18 <br />PIROJE7CT <br />04128.60 -45181 <br />MODEIr <br />4EBB <br />"1828—CALL" <br />aAItA Z 8WINa: <br />RIGHT <br />3PAaa: <br />DETAILS <br />%150 MPH EXP. B <br />Ia <br />A E: 07/27/20 <br />CAIM: 1/4"=1'-0" <br />RDIT <br />Ii>cE'P <br />D1 <br />
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