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6779 Eza Loft Pl
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6779 Eza Loft Pl
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Last modified
3/21/2025 12:06:10 AM
Creation date
2/19/2025 11:56:28 AM
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Building Plans
Street #
6779
Location
Ezra Loft Pl
Contractor
DR Horton
Building Plans - Permit #
19371
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FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />R9052.1 ON a' O.S.B. <br />r;44EATI-IING OR J' GDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />=.T. IX2 W/ MTL. DRIP EDGE <br />2x4 OR 2x6 SUB -BAND <br />PER ELEVATIONS <br />VENTED ALUM. SOFFIT <br />EMBED. STRAP VERIFY W/ <br />TRUSS PLAN <br />% THICK, 3 GOAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />1'-D' <br />TYP. <br />o H4 <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />I' GYPSUM BOARD OR J' HIG <br />STRENGTH CLG. BOARD <br />CONC. FILLED LINTEL BLK W/ <br />(1) 05 REBAR CONTINUOUS <br />PRECAST LINTEL <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />PRECAST SILL <br />(1) S REBAR VERTICALLY <br />W/ CONC. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />® Iro' O.C. <br />8' CMU <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />1—STORY <br />1 BLOCK WALL <br />SCALE: 3/4' = I'-0' <br />1/16' OS$. OR }' CDX <br />TYVEK BUILDING WRAP <br />FORTIFIBER BLDG PAF <br />GALV'D MTL. LATH <br />1/8' TEXTURED <br />FINISH 0 WOOD <br />Ya' TO % MID WALL <br />WEEP SCREED <br />zQ <br />F J <br />-a' cMu <br />-5/8' TEXTURED <br />FINISH A MASONRY <br />FIBERGLASS SHINGLES OVER <br />030 FELT PAPER INSTALLED <br />2x4 BLOCKING BETWEEN <br />FIBERGLASS SHINGLES <br />2x4 BLOCKING BETWEEN <br />PER FBCR RS052.7 ON I,' <br />TRUSSES WHERE 'X' BRAGIN <br />OVER •30 FELT PAPER <br />INSTALLED PER FBCR <br />TRUSSES WHERE 'X' BRACING <br />OS.B. SHEATHING OR }' CDX <br />IS PRESENT <br />R9052.7 ON a' OS$. <br />IS PRESENT <br />PLYWOOD SECURED PER <br />SHEATHING OR }' CDX <br />FASTENER SCHEDULE <br />PRE-ENG GABLE TRUSS <br />PLYWOOD SECURED PER <br />PRE-ENG GABLE TRUSS <br />P.T. Ix2 W/ MTL. DRIP EDGE <br />2x4 NAILER <br />FASTENER SCHEDULE <br />CONT. 2x4 RAT RUN SECURED W/ (2) <br />2x4 OR 2x6 SUB -BAND <br />CONT. 2x4 RAT RUN SECUREC <br />P.T. Ix2 W/ MTL. DRIP EDGE <br />12d's * EACH TRUSS <br />PER ELEVATIONS <br />0.W/ <br />(2) 12d'a Is EACH TRUSS <br />2x4 OR 2x6 SUB -BAND m' <br />TO BE INSTALLED a MID. POINT OF <br />VENTED ALUM. SOFFIT <br />TYP. <br />oA <br />TO BE INSTALLED o MID. <br />PER ELEVATIONS TYP. <br />TRUSS SPAN, OR 10'-0' O.C. MAX. <br />POINT OF TRUSS SPAN, OR <br />VENTED ALUM. SOFFIT ° <br />SEE ENERGY CODE FORMS <br />STIFFBACK (SEE SEALED <br />10'-0' O.G. MAX. <br />FOR INSULATION R-VALUES <br />TRUSS ENG. FOR SIZE 4 <br />SEE ENEMY CODE FORMS <br />STIFFBACK (SEE SEALED <br />I' GYPSUM BOARD OR ' <br />CONDITION.) <br />FOR INSULATION R-VALUES <br />TRUSS ENG. FOR SIZE 4 <br />HIGH STRENGTH CLG. <br />O.S.B. SHEATHING OR }' <br />OR � <br />CONDITION.) <br />BOARD <br />COX PLYWOOD. ATTACHED <br />.� <br />H STRENPSUM GTH <br />HIGH STRENGTH CLG_ <br />OS$. SHEATHING OR <br />�B �' �' <br />2x4 NAILER <br />PER FASTENER SCHEDULE <br />WARD <br />CDX <br />CDX PLYWOOD. ATTACHED <br />FASTENER SCHEDULE <br />2x4 ®24' O.G. ®INTERIOR <br />ON SHEET D5 <br />GONG. FILLED LINTEL BLK W/ <br />/ ON SHEET D5 <br />KNEE WALL <br />7/6' THICK, 3 COAT <br />PORTLAND CEMENT PLASTER <br />(1) 05 REBAR CONTINUOUS <br />1/0' THICK, 3 COAT <br />CONC. FILLED LINTEL BLK W/ <br />OVER EXPANDED LASTED <br />SEE ENERGY CODE FORMS <br />PORTLAND CEMENT PLASTER <br />(1) 05 REBAR CONTINUOUS <br />METAL LATH ON FORTIF15ER <br />I <br />FOR INSULATION R-VALUES <br />OVER EXPANDED SALVED <br />JUM50TEX GRADE 'D' PAPER <br />PRECAST LINTEL <br />METAL LATH ON FORTIF15ER <br />PRECAST LINTEL <br />OVER TYVEK BUILDING WRAP <br />WINDOW ATTACHMENT AS <br />JUMBOTEX GRADE 'D' <br />WINDOW ATTACHMENT AS <br />(REFER TO STUCCO SPECS <br />PER MANUFACTURES <br />PAPER OVER TYVEK <br />PER MANUFACTURES <br />FOR COMPLETE INFORMATION) <br />SPECIFICATIONS <br />BUILDING WRAP (REFER TO <br />SPECIFICATIONS <br />( <br />STUCCO SPECS FOR <br />WEEP SCREED <br />PRECAST SILL <br />COMPLETE INFORMATION) <br />PRECAST SILL <br />(SEE DETAIL 2) <br />(1) 5 REBAR VERTICALLY <br />WEEP SCREED <br />(1) 45 REBAR VERTICALLY <br />SECURE GABLE TO 2x6 P.T. <br />W/ GONG. POURED CELL <br />(SEE DETAIL 2) <br />W/ CONC. POURED CELL <br />PLATE W/ 12d's 6' O.C. MAX <br />F <br />Ix2 P.T. FURRING STRIPS <br />SECURE GABLE TO 2x6 P.T. <br />Ix2 P.T. FURRING STRIPS <br />® I6' O.C. <br />PLATE W/ 12d's 6' O.C. MAX <br />0 16' O.G. <br />SECURE 2x6 PT. PLATE TO <br />8, CMU <br />SECURE 2x6 PT. PLATE TO <br />BLK W/ J'x9' ANCHOR BOLT W/ <br />1 <br />BLK W/ }'x'B' ANCHOR BOLT <br />2' WASHER SET IN SIMPSON <br />1/2' GYP. WL. BD. <br />W/ 2' WASHER SET IN SIMPSON <br />GYP. WL. BD. <br />HIGH STRENGTH EPDXY l' <br />WOOD BASE <br />HIGH STRENGTH EPDXY 7' <br />WOOD BASE <br />EMBED. MIN. o 32' OC MAX. <br />—7 <br />EMBED. MIN. is 32' CC MAX. <br />%' THICK, 3 COAT <br />THICK, 3 COAT <br />PORTLAND CEMENT <br />I4 <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />w <br />PLASTER APPLIED I <br />m <br />DIRECTLY TO MASONRY <br />DIRECTLY TO MASONRY <br />�o <br />�o <br />NOTE: <br />1—STORY GABLE <br />1—STORY GABLE <br />PER FBCR W52.1 - FOR ROOF SLOPES 2:12 TO <br />W/ VAULT CLG. <br />LESS THAN 4:12, A (2) LAYER UNDERLAYMENT <br />1 <br />BLOCK WALL <br />A SCALE: 3/4'-1'-0' <br />BLOCK WALL <br />SYSTEM IS REQUIRED, FOR ROOF SLOPES OF <br />4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS <br />USCALE:3/4'=1'-O' <br />PERMITTED BUT MUST BE PER ASTM D226 TYPE <br />11, ASTM D 4869 TYPE Iv, OR ASTM D 6157 <br />CMIU <br />DRYWALL <br />4' OR I'X2' P.T. NAILER <br />Ix4 P.T. OR MIN SECURE <br />WEEP SCREED <br />❑ <br />E 4 EXTEND <br />INTO <br />INTO FLOCK W/ i{•• TAPCONS <br />LOCK W?VTAPCONS <br />OR DRIVE PIN <br />DETAIL � WOOD TO <br />MIN. SWANK SIZE J45 <br />MRL HEAD SIZE 300 <br />LOCK CONNECTION <br />❑ <br />MIR EMBEDMENT E <br />WITHIN e' 6 EACH END 4 IBM <br />2 <br />OC. MAX SPACING <br />SCALE: <br />DOOR CASING <br />DOOR JAMS OR WINDOW <br />ATTACH TO 2X PER <br />MANUFACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) <br />DOOR JAMB <br />TO BLOCK +3/4 OR +5/4 <br />A WINDOW TO BLOCK +3 4 OR +5 4 <br />SCALE: P-P-& <br />2X4: cm <br />SECURE TO BLOCK W/ V <br />TAMONS OR DRIVE PIN <br />MIN SHANK SIZE 145 <br />MIN HEAD SIZE 300 <br />MIK EMBEDMENT I Y•) <br />WITHIN S' OF EACH END 4 <br />18' OG. MAX SPACING. <br />2X6: cm <br />SECURE TO BLOCK W/2-% <br />TAMONS OR 711E PIN <br />(MIN. SHANK SIZE J45 <br />❑ <br />MIN. HEAD SIZE _100 <br />MIN. EMBEDMENT 149 <br />WITHIN 8' OF EACH END 4 <br />IS' O.C. MAX SPACWC <br />a, CMU <br />2XSI ® <br />Y' DRTUNLL <br />SEOIRE TO BLOCK WO-W.I'X4' <br />TAPCONS OR DRIVE PIN <br />OR I'X2'P.T. NAILER <br />(MIR SHANK SIZE J45 <br />DOOR CASING <br />MIN. HEAD SIZE 300 <br />MIN. EMBEDMENT I Y.'1 <br />DOOR JAMB OR WINDOW <br />WITHIN 8' OF EACH END 4 <br />IBM OC. MAX BF'ACING. <br />gTtACH t0 2X PER <br />MANUFACTURES DETAILS. <br />�Q�NOT USED <br />NOTE: SHIM AS NEEDED TO PLMB JAMS (DO NOT EXCEED Y49 <br />DOOR JAMB TO BLOCK +1-1/2" <br />B WINDOW TO BLOCK +1-1 2" <br />SCALE: 1'•i'-0' <br />2X4: ® <br />2X4, ® <br />2X4, CiM <br />SECURE TO FLOCK W/ 1/6 <br />SECURE TO BLOCK W/ <br />SEGUE TO BLOCK WW,' <br />TAPCONS OR DRIVE PM <br />TAPC," OR DRIVE PIN <br />TAPCONS OR DRIVE PIN <br />MIN. SHANK SIZE J45 <br />(MIN. SHANK SIZE J45 <br />(MIN. SHANK SIZE J45 <br />MIR HEAD SIZE 300 <br />MpL HEAD SIZE 'N <br />MIN. HEAD SIZE -00 <br />MIN. EMBEDMENT I Y.•) <br />WTHM 8' OF EACH END 4 <br />MIN EMBEDMENT I VI <br />WITHIN e' OF EACH END 4WITHIN <br />MIR EMBEDMENT I Y•) <br />S' CF EACH END / <br />B' OG. MAX SPACING. <br />IBM or- MAX SPACING. <br />IS' OG. MAX SPACING. <br />2X6: ® <br />SECS TO BLOCK W,2.%' <br />TAPCONS OR DRIVE PIN <br />NOTE, STRUCTURAL 2X MUST <br />BE ON OUTSIDE 1 SECURED <br />2X6: ® <br />SECURE TO BLOCK W12-4W <br />TAPCONS OR DRIVE PIN <br />❑ <br />NOTE: STIR1ICIURA.L 2X MUST <br />2X6, F <br />SECURE TO BLOCK W/1-V4' <br />TAPCONS OR DRIVE PIN <br />❑ <br />NOTE: 6TI4R1CTURAL 2X MIST <br />BE ON OUTSIDE 4 SECURED <br />THROUGH <br />(MUL SHANK SIZE 145 <br />MIR HEAD SIZE 300 <br />THROUGH NON-STRUCTURAL <br />NN' TAPCON MIN. I-V <br />MIN SHANK SIZE .145 <br />MIN HEAD SIZE MC <br />BE ON OUTSIDE 4 SECURED <br />THROUGH NON-STRUCTURAL <br />(MIN. SHANK SIZE J45 <br />MIN. HEAD Slg 300 <br />NON-STRUCTURAL <br />MIR 1-B <br />MIN EMBEDMENT I Y.'1 <br />EMBEDMENT INTO BLOCK. <br />MIN EMBEDMENT 1 Y4'1 <br />%' TAPCON MN. I-Y4• <br />MIN EMBEDMENT I Y.) <br />EMBEDMENT EDMETAPCON <br />EMBEDMENT INTO BLOCK <br />WITHIN 8' OF EACH END 4 <br />a, a,u <br />WITHIN S' OF EACH END 4 <br />INTO BLOCK <br />WITHIN W OF EACH END 4 <br />19' O.C. MAX SPACING. <br />K• DRYWALL <br />B' OC. MAX SPACING. <br />[�kEMBEDMENT <br />a, cm <br />IS' OC, MAX SPACING. <br />S' CMU <br />15' DRYWALL <br />2Jm, ® <br />SECURE TO BLOCK W!J-9L' <br />I'X4' OR I'X2' P.T. NAILER <br />2XS, ® <br />9EQIE TO BLOCK WR-4,(4' <br />)S' DRYWALL <br />2X8: ® <br />�C11E TO BLOCK W/1-1/4` <br />I'X4' OR I'M' P.i. NAILER <br />TAPCONS OR DRIVE PM <br />3W OSB. X 4' MIN <br />TAMONS OR DRIVE PM <br />I'k4' OR 1'M' P.T. NAILER <br />TAPCONS OR DRIVE PIN <br />VW O.8B. X 4'. MIN <br />(MIN. SHMK SIZE J45 <br />DOOR CASING <br />(MIN. SHANK 61M J45 <br />DOOR CASING <br />(M81 SHANK SIZE J45 - <br />DOOR CASING <br />MIN. HEAD Sig .500 <br />DOOR JAMB OR WINDOW <br />MIN HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MIR HEAD SIZE 300 <br />I Y <br />ATTACH TO 2X PER <br />F EMBEDMENT <br />YfiND <br />ATTACH TO 2X PER <br />EACHNT 1 YEND <br />JAI'iD WINDOW <br />WITHINEMBEDMENT <br />8- OP EACAW ES 1 <br />Wi' O.C. MAX SPACING. <br />MAN PACTIRES DETAILS. <br />WITH OMIR <br />/ <br />IS' OG. MAX SPACING. <br />MANUFACTURES DETAILS. <br />WITHIN B'EOFI / <br />" OG. MAX SPACING. <br />ADOOR <br />MANFACTURE9 DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') <br />DOOR JAMB TO BLOCK +1-15 16' <br />WINDOW TO BLOCK +1-15/ 6' <br />V-P-0, <br />2X4: cm <br />SECURE TO BLOCK W/ i(N' <br />TAPCONS OR ORIV£ PM <br />(MIN. 614ANK SIZE J45 <br />MIN, HEAD SIZE 300 <br />MIN EMBEDMENT 0") <br />WITHIN B' OF EACH END 1 <br />MAJ( SPACING. <br />SX6: <br />SECURE TO BLOCK <br />TAPCO4S OR DRIVE PM <br />NOTE: STRUCTURAL 1X MUST <br />BE CN OUTSIDE 1 SECURED <br />(MIR SHANK SIZE J45 <br />THROUGH NCIN-6TRJCTURAL <br />MIN. HEAD SIZE 300 <br />9(' TAPCON MIR 1-Y.' <br />MIN. EMBEDMENT I V) <br />EMBEDMENT INTO BLOCK <br />WITHIN 8' OF EACH END 4 <br />e. cm <br />18' OG. MAX 9PACMfs. <br />K' DRYWALL <br />2X8: ® <br />SECURE TO BLOCK WM3-i(+' <br />I'X4' aR I'M' P.T. NAILER <br />TAPCONS OR DRIVE PM <br />I' P.T. X 4' MIR <br />(MIN. SHAW SIZE US <br />DOOR CASING <br />MIR HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MIR EMBEDMENT I V) <br />ATTACH TO 2x PER <br />WITHIN S' MAXEACH END 4 <br />IBM OG. X SPACING. <br />MAN FACTUTES DETAILS. <br />NOTE: S41M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y.') <br />DOOR JAMB TO BLOCK +2 1/4" <br />�111 WINDOW TO BLOCK +2 1/4" <br />SCALE: <br />NOTE, 8HM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED W) <br />DOOR JAMB TO BLOCK +3" <br />WINDOW TO BLOCK +T <br />L' SCALE: <br />2x4: CM <br />SECURE TO BLOCK W) x• <br />TAPCONS OR DRIVE PIN <br />MIN SHANK SIZE J45 <br />MIN. HEAD 012E "0 <br />MR. EMBEDMENT I Y <br />WITHIN 8' EN <br />EACH END / <br />MAXIBM OG. X SPACING. <br />NOTE, STRUCTURAL 2X MUST <br />TH ON OUTSIDE 4 SECURED <br />TFI' 4 NON-STRUCTURAL <br />2X6: ® <br />TAP 1-Y- <br />MININTO <br />%EMBEDMENT <br />SECURE TO BLOCK WR-Y(' <br />EDMENCON <br />EMBEDMENT INTO BLOCK <br />B <br />TAPGONS OR DRIVE PM <br />(MIK BHANC SIZE J49 <br />❑ <br />b• CMU <br />MIN. HEAD SIZE 300 <br />k DRYWALL <br />MIN. EMBEDMENT I Y') <br />WI IN 8' OF EACH END 4 <br />1'M' OR I'X2' P.T. NAILER <br />IS'O.C. MAX SPACING. <br />2NO 2X SECURE TO <br />2XB, ® <br />STRUCTURAL MEMBER W)(2A2d <br />SEO Rr TO BLOCK W/J-V <br />WITHIN B• OF EACH END 4 6' <br />TAPCONS OR DRIVE PIN <br />TO S' OG. MAX <br />(MIR SHANK SIZE J45 <br />DOOR CASING <br />MM. MEAD 912L+ 300 <br />DOOR JAMB OR WINDOW <br />MIN. EMBEDMENT I Y') <br />ATTACH TO 2X PER <br />WITHIN 8' OF EACH END 4 <br />W OL. MAX SPACING. <br />MANUFACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAM (DO NOT EXCEED Y: ) <br />DOOR JAMB TO BLOCK +3" <br />F WINDOW TO BLOCK +T <br />SCALE, V-P-0' <br />NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) <br />DOOR JAMB TO BLOCK +3-7/16" <br />G WINDOW TO BLOCK <br />+3-7 16" <br />SCALE: I' • I'-0' <br />2X4: CM <br />SECURE TO BLOCK WILY: <br />TAPCONS OR DRIVE PIN <br />(MIR SHANK SIZE J45 <br />MIN HEAD SIZE 300 <br />MIR EMBEDMENT I Y4•) <br />WITHIN S' OF EACH END 4 <br />B• O.C. MAX SPACING. <br />2X6: CIM <br />SECURE TO BLOCK WA-114' <br />TAMONS OR DRIVE PIN <br />NOTE, STRICTURAL 2X MUST <br />MIN. SHANK SIZE J45 <br />BE ON OUTSIDE 4. SECURED <br />MIR HEAD SIZE -400 <br />THROUGH NON-6TRJCTIRAL <br />MIR EMBEDMENT I Y:) <br />j(N' TAPCON MIN. 1-Y' <br />WITHIN 8' OF EACH END 4 <br />EMBEDMENT INTO BLOCK <br />V D.C. MAX SPACING. <br />e• Gf Il <br />2X81 ® <br />V DRYWALL <br />SECURE TO BLOCK WA-"' <br />TAPCONS OR DRIVE PINVX4' <br />OR I'X2' P.T. HAILER <br />(INK SHANK SIZE 345 <br />i• P.T. X 41 MIR <br />MIR HEAD SIZE SWDOOR <br />CAGING <br />MIR EMBEDMENT I Y4,) <br />WITHIN 8' OF EACH END 4 <br />DOOR JAMB OR WINDOW <br />18' OC. MAX SPACING. <br />ATTACH TO 2X PER <br />MANUFACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') <br />DOOR JAMB TO BLOCK +3 3/4" <br />H WINDOW TO BLOCK <br />+3 3 4" <br />SCALE, I'•1'-0' <br />• 0 p Y I r C C r■ <br />6 <br />Design <br />GrouP":n.. <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdestgngroup.COM <br />AA 8: 0003326 <br />w <br />IN <br />w <br />0 <br />y <br />0 <br />14 <br />0 <br />1 <br />oumxv. a LOT. <br />SILVERADO <br />LOT 47 <br />BLK 6 <br />0�412 000-04761 <br />MOD=, <br />"2605—HAYDEN" <br />GARAGM 87/I90: <br />LEFT <br />PA43L: <br />MONOLITHIC <br />1—STORY <br />WALL <br />SECTIONS & NOTES <br />150 MPH EXP. B <br />ARCWTECT: <br />STATE OF ROI�DA <br />Dw10/20/17 <br />IUD L 1/4"=l'-0" <br />slim= <br />D 3 <br />
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