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6875 Ezra Loft Pl
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6875 Ezra Loft Pl
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Last modified
3/21/2025 9:23:22 AM
Creation date
2/19/2025 12:21:39 PM
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Building Plans
Street #
6875
Location
Ezra Loft Pl
Contractor
DR Horton
Building Plans - Permit #
21273
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e <br />2X4 TOP PLATE <br />R FL <br />PRE-FAB TRUSS <br />IR' me BOARD <br />1/2• DRYWALL T'/Y' <br />2X4 WOOD <br />STUDS 024' <br />oc. <br />FIN. FLR. <br />NOTE: 51UD5 IN <br />PARTITIONS SUPPORTING <br />WALL HUNCs PLUMBING <br />FIXTURES AND WALL <br />CABINETS SHALL BE NOT <br />LESS THAN 2x4, WHERE <br />SPACED NOT MORE <br />THAN 16' O.C. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.G. <br />1 TYP. INT. WALL NON—BRG. <br />D 1 SCALE: 3/4' • I'-0' <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R905.1.1 <br />ON a• O.Sa SHEATWMG <br />OR k CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />IQ' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />L_0' <br />TYP. <br />OH. <br />.5/8• GYPSUM BI <br />OR 1/2' Hr.W <br />STRENGTH CLCs. <br />BOARD <br />5' DIA SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (I)- "5 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />Za PIPE THROUGH BOND BEAM <br />D1 SCALE: 314*-1'-0' <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRIIVG— <br />STRIPS • 24' O.C. <br />a' cm <br />1/2' GYP. UL. SD.- <br />WDOD BASE — <br />0'-0' FIN. FLR_ _ <br />a . <br />n W/ WINDOW OPENING <br />V <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R905A <br />ON 1}• 0AB. SHEATHING <br />OR CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />1/2' THICK 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />4. C <br />B TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION 905.1.1 - FOR ROOF <br />4 1-STORY HIP BLOCK WALL (52L)OLAYERIUN ERLAYMENT sYs EM <br />scALE, 3/4.r•o' — 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 4869 TYPE IV, OR ASTM D <br />6'151 <br />eruc A:a M.L <br />!K POR sY LK <br />2B GAS LINE THRU BLOCK <br />FIBERGLASS SHINGLES <br />OVER 30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R90SJ.1 ON I' OU3B. <br />SHEATHING OR J' COX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />I�_0• <br />TYP. <br />MTL. DRIP EDGE OH. <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />J <br />PRE-ENG. GABLE TRlsB/ <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />VJ' WICK 2 COAT - <br />MRILAND C22'ENT <br />14AMTFR AILED <br />DNEGTLT To <br />MAGCNW <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'=1'-0' <br />2x BLOCKING BETWEEN TRUSSES <br />PER STRUCTURAL DETAILS—\ <br />STIFFBACK AT ALL UPR*W <br />PER STRUCTURAL DETAILS <br />PRE-ENG UD. TRUSS <br />CONT. 2x RAT RUN SECURED PER—ZZ <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />If <br />\ 5/8' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />1/1' THICK, 2 COAT—t-- <br />PORILAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. RR <br />e• cMu ;, <br />.a <br />• .4 <br />n <br />ti W/ WINDOW OPENING <br />R-4.1 NSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24. OZ. <br />1/2' GYP. ILL. Ems. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />OVER -30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RWSJJ ON J' O.SB. <br />SHEATHING OR J' CDX <br />PLYWOOD SECURED PER <br />I'-0' FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />0, <br />2x FASCIA PER <br />ELEVATIONS <br />\ GRUSS <br />VENTED SOFFIT <br />`PRE-ENG. ABLE T <br />\ <br />`WEEP SCREED <br />\-2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />B TYP. WALL SECTION <br />NO OPENING <br />5 1—STORY GABLE BLOCK WALL <br />1 SCALE: 3/4'.1'-0• <br />I*' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />al <br />0'-0' FIN. FLR <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />wwwabdmigngmup.wm <br />AA #: 0003325 <br />h <br />V <br />0 <br />g <br />c <br />E9 <br />3 <br />Sinmly. a LOT: <br />S ILVERADO <br />LOT #53 <br />BLK. #6 <br />PROJECT# <br />04128.002-53061 <br />1[ODEL- <br />4EGB <br />"GALEN" <br />GA tACZ 81111MO: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />i <br />DA 1/18/19 <br />SCALE: 1/4"=1'—O" <br />SITE= <br />D1 <br />
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