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6517 Wagon Trail St
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6517 Wagon Trail St
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Last modified
3/20/2025 10:34:27 PM
Creation date
2/24/2025 9:56:19 AM
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Building Plans
Street #
6517
Location
Wagon Trail St
Contractor
D R Horton
Building Plans - Permit #
19590
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FIBERGLASS SHINGLES <br />OVER *30 FELT PAPER <br />INSTALLED PER FBCR <br />R3052.1 ON a' O.S.B. <br />SHEATHING OR j' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />'.T. IX2 W/ MTL. DRIP EDGE <br />2x4 OR 2x(o SUB -BAND <br />PER ELEVATIONS <br />VENTED ALUM. SOFFIT <br />EMBED. STRAP VERIFY W/ <br />TRUSS PLAN <br />% THICK, 3 COAT T <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />TEE ENERGY CODE FORMS <br />°OR INSULATION R-VALUES <br />' GYPSUM BOARD OR J' HIG <br />,TRENGTH CLG. BOARD <br />;ONC. FILLED LINTEL BLK W/ <br />1) S REBAR CONTINUOUS <br />'RECAST LINTEL <br />NEE ENERGY CODE FORMS <br />OR INSULATION R-VALUES <br />JINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />PRECAST SILL <br />(I) 05 REBAR VERTICALLY <br />W/ CONIC. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />® I6' O.G. <br />8' CMU <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />1—STORY <br />1 BLOCK WALL <br />SCALE: 3/4'= P-0' <br />030 FELT PAPER INSTALLED <br />PER FBCR R905.2.1 ON j' <br />C.S.B. SHEATHING OR I' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />P.T. Ix2 W/ MTL. DRIP EDGE <br />2x4 OR 2x6 SUB -BAND <br />PER ELEVATIONS <br />VENTED ALUM. SOFFIT <br />STIFFBACK (SEE SEALED <br />TRUSS ENG. FOR SIZE 4 <br />CONDITION.) <br />O.S.B. SHEATHING OR I' <br />CDX PLYWOOD. ATTACHED <br />PER FASTENER SCHEDULE <br />ON SHEET D5 <br />7/8' THICK, 3 COAT <br />PORTLAND CEMENT PLASTER <br />OVER EXPANDED GALV'D <br />METAL LATH ON FORTIRBER <br />JUMBOTEX GRADE 'D' PAPER <br />OVER TYVEK BUILDING WRAP <br />(REFER TO STUCCO SPEC5 <br />FOR COMPLETE INFORMATION) <br />WEEP SCREED <br />(SEE DETAIL 2) <br />SECURE GABLE TO 2x6 P.T. <br />PLATE W/ 12d's 8' O.C. MAX <br />2x4 BLOCKING BETWEEN <br />TRUSSES WHERE 'X' BR< <br />IS PRESENT <br />PRE-ENG GABLE TRUSS <br />2x4 NAILER <br />CONT. 2x4 RAT RUN SECURE <br />m' W/ (2) 12d's o EACH TRUSS <br />TYP. TO BE INSTALLED 6 MID. <br />a POINT OF TRUSS SPAN, OR <br />10'-0' O.G. MAX. <br />SECURE 2x6 PT. PLATE TO <br />BLK W/ }'xV ANCHOR BOLT W/ <br />2' WASHER SET IN 5IMP60N <br />HIGH STRENGTH EPDXY 1' <br />EMBED. MIN, v 32' OC MAX. <br />s/s' THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />w <br />DIRECTLY TO MASONRY <br />? °a <br />�o <br />O.S.B. OR �' CDX <br />TYVEK BUILDING WRAP <br />y/ FORTIFIBER BLDG PAPE <br />GALv'D MTL. LATH <br />1/8' TEXTURED <br />WOOD FINISH 0 WOOD <br />CONSTRUCTION Yo' TO 9/® MID WALL <br />WEEP SCREED <br />— — 8' CMU <br />5/8' TEXTURED <br />B <br />FINISH o MASONRY <br />Yj DRYWALL <br />I'X4' OR I'M' P.T. NAILER <br />I' <br />44 P.T. OR 3i'X4' MM. SECURE <br />WEEP SCREED <br />❑ <br />INTO `LAME ' EXTEND I-Y <br />INTO BLOCK W/ iiN' TAPCONS <br />OR DRIVE P51 <br />DETAIL 05 WOOD TO <br />(MINSHANK300 <br />MK HEAD 81M900 2E <br />LOCK CONNECTION <br />❑ <br />MIK EMBEDMENT I-Y.' <br />UT141N 8' OF EACH END 46' <br />2 <br />O.C. MAX SPACING <br />DOOR CASING <br />DOOR JAMB OR WINDOW <br />ATTACH TO 2X PER <br />MANFACIURES DETAILS. <br />NOTE SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) <br />DOOR JAMB <br />TO BLOCK +3/4 OR +5/4 <br />�1 WINDOW TO BLOCK +3/4 OR +5/4 <br />Ly <br />SCALE, <br />2Xa: cm <br />SECURE TO BLOCK W/ %' <br />TAPCONS OR DRIVE PIN <br />(MIN SHANK SIZE .141, <br />MIK HEAD SIZE 300 <br />MIN. EMBEDMENT I V) <br />WITWN B' of EACH END 4 <br />IB' O.C. MAX SPACING. <br />2X6: CIM <br />SECURE TO BLOCK W/2-% <br />TAPC4:t4S OR DRIVE PM <br />(MIN.SHANK SIZE .145 <br />❑ <br />MIK HEAD SIZE 300 <br />MINEMBEDMENT I Y') <br />WITHIN 8' OF EACH END 4 <br />IV O.G. MAX SPACING. <br />8 <br />2X8, CEOCI'Rl <br />DRYWALL <br />SECURETo BLOCK W12-V <br />TAPCONS OR DRIVE PM <br />1'X4' OR I'X2' P.T. NAILER <br />(MIN. SHANK SIZE .14500 <br />DOOR CASING <br />MIN. HEAD SIZE 3 <br />MIN. EMBEDMENT I Y.') <br />DOOR JAMB OR WINDOW <br />WITHIN 8n OF EACH END 4 <br />ATTACH TO 2X PER <br />MANUFACTU.ES DETAILS. <br />��NOT USED <br />NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )4') <br />DOOR JAMB TO BLOCK +1-1/2" <br />�n1 WINDOW TO BLOCK +1-1/2" <br />USCALE, <br />1—STORY GABLE <br />�A BLOCK WALL <br />SCALE: 3/4*-1'-0' <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />1' GYPSUM BOARD OR }' <br />HIGH STRENGTH CLG. <br />BOARD <br />CONIC. FILLED LINTEL BLK l <br />(1) 05 REBAR CONTINUOUS <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />PRECAST LINTEL <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />PRECAST SILL <br />(1) N15 REBAR VERTICALLY <br />W/ CONIC. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />® 16' O.C. <br />8' CMU <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />RS052.1 ON <br />SHEATHING OR }' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />P.T. Ix2 W/ MTL. DRIP EDGE <br />2x4 OR 2x6 SUB -BAND <br />PER ELEVATIONS <br />VENTED ALUM. SOFFIT <br />STIFFBACK (SEE SEALED <br />TRUSS ENG. FOR SIZE 4 <br />CONDITION.) — <br />O.S.B. SHEATHING OR }' <br />CDX PLYWOOD. ATTACHED <br />PER FASTENER SCHEDULE <br />ON SHEET D5 <br />1/V THICK, 3 COAT <br />PORTLAND CEMENT PLASTER <br />OVER EXPANDED GALV'D <br />METAL LATH ON FORTIFIBER <br />JUMBOTEX GRADE 'D' <br />PAPER OVER TYVEK <br />BUILDING WRAP (REFER TO <br />STUCCO SPECS FOR <br />COMPLETE INFORMATION) <br />WEEP SCREED <br />(SEE DETAIL 2) <br />SECURE GABLE TO 2x6 P.T. <br />PLATE W/ 126's 6' O.C. MAX <br />SECURE 2x6 PT. PLATE TO <br />BLK W/ }'xV ANCHOR BOLT <br />W/ 2' WASHER SET IN SIMPSON <br />HIGH STRENGTH EPDXY 1' <br />EMBED. MIN. 6 32' OC MAX. <br />%' THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />2x4 BLOCKING BETWEEN <br />u®a TRUSSES WHERE 'X' BRACING <br />15 PRESENT <br />PRE-ENG GABLE TRUSS <br />CONT. 2x4 RAT RUN SECURED W/ (2) <br />126's * EACH TRUSS <br />TO BE INSTALLED 6 MID. POINT OF <br />TYP. TRUSS SPAN, OR 10'-0' O.C. MAX. <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />1' GYPSUM BOARD OR <br />HIGH STRENGTH CLG, <br />BOARD <br />2x4 NAILER <br />2x4 ® 24' O.C. ® INTERIOR <br />KNEE WALL <br />CONIC. FILLED LINTEL BLK W/ <br />(1) S REBAR CONTINUOUS <br />PRECAST LINTEL <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 />0 16' O.G. <br />8' CMU <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />DIRECTLY TO MASONRY <br />�o <br />1—STORY GABLE <br />W/ VAULT CLG. <br />Uj--pB� BLOCK WALL <br />SCALE: 3/4' = P -0' <br />NOTE: <br />PER FBCR S05.2.1 - FOR ROOF SLOPES 2:12 TO <br />LESS THAN 4:12, A (2) LAYER UNDERLAYMENT <br />SYSTEM 15 REQUIRED. FOR ROOF SLOPES OF <br />4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS <br />PERMITTED BUT MUST BE PER ASTM D226 TYPE <br />11, A5TM D 4869 TYPE Iv, OR ASTM D 6151 <br />2X4, ® <br />2X4, ® <br />2X4, CM <br />SECURE To BLOCK UU <br />SECURE TO BLOCK W/ ?6' <br />SECURE TO BLOCK Wd; <br />TAPCONS OR DRIVE PIN <br />TAPCONS OR DRIVE PIN <br />TAPCONS OR DRIVE PIN <br />(MIN. SWANK SIZE .145 <br />(MIN. SHANK 812E 10 <br />(MIK SWANK SIZE 346 <br />MIN. HEAD 812E 300 <br />MIN. HEAD SIZE 300 <br />MIN. HEAD SIZE 300 <br />MIN. EMBEDMENT I):') <br />MIN. EMBEDMENT I)i') <br />MM. EMBEDMENT I y.') <br />WITHIN 8' OF EACH END <br />WITHIN 8' OF EACH END <br />, <br />18' OG. MAX SPACING. <br />18' O,C. MAX SPACING. <br />IsO.C. MAX SPACING. <br />2X6: ® <br />SECURE TO BLOCK W12-% <br />TAIRWNS OR DRIVE PM <br />NOTE, STRUCTURAL 2X MIST <br />CURED <br />BE ON OUTSIDE 4 SEPGONS <br />2Xb: ® <br />SECURE TO BLOCK W/1-i(N' ❑ <br />TA OR DRIVE PIN <br />NOTE: STRUCTURAL 2X MUST <br />2X&tCED <br />SECURE TO BLOCK 01-1/4' <br />TAPCONS OR DRIVE PM <br />❑ <br />(MIN SHANK SIZE .HIS <br />TRH NON-STId1CTURAL <br />(MIN. SHANK SIZE J45 <br />BE ON OUTSIDE 4 SECURED <br />(MIN. SHANK 812E .145 <br />MIN. HEAD SIZE 900 <br />%' TAPCON MIL 1- 4' <br />MIN HEAD SIZE 300 <br />THROUGH NON-STRUCTURAL <br />MIL HEAD SIZE 300 <br />MIN. EMBEDMENT I W <br />EMBEDMENT INTO BLOCK <br />MIN. EMBEDMENT 141) <br />-Y ' TAPCCN MN I-h' <br />MIN EMBEDMENT I &) <br />WITHIN 8' OF EACH END 4 <br />e. CMU <br />WITMM e' OF EACH END 4 <br />EMBEDMENT INTO BLOCK <br />WITHIN 8' OF EACH END 4 <br />b' OG. MAX SPACING. <br />)j, DRYU14LL <br />B' O.C. MAX SPACING. <br />8, �) <br />E' OF. MAX SPACING. <br />2X8, ® <br />1'X4. OR 1'X2' P.T. NAILER <br />2X0, ® <br />Yj' DRYWALL <br />2X8: CEM <br />SECURE TO BLOCK W!t-'i(.' <br />TAPCONS OR DRIVE PIN <br />JIN' OBB. X 4' MIN. <br />SECURE TO BLOCK W/J-i(i <br />TAPCONS OR DRIVE PIN <br />1'X4' OR I'X2' P.T. NAILER <br />SECURE TO BLOCK ULI-I/4' <br />TAPCONS OR DRIVE PIN <br />(MIN. SHANK SIZE A45 <br />DOOR CASING <br />(MIN SHANK SIZE J45 <br />DOOR CASING <br />(MIK SHANK SIZE J45 <br />MIK HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MIK HEAD SIZE 300 <br />DOOR JAM OR WINDOW <br />MM. HEAD SIM S00 <br />�� ENT <br />ATTACH TO 2X F'Ef¢ <br />EMBEDMENT' <br />ATTACH TO 2X PER <br />UTMIN'� N�Y;� <br />WITHIN H END <br />W' O.C. MAX SPACING. <br />MANUFACTURES DETAILS. <br />WI MM OF EACH END A <br />B' OC. MAX SPACIN2. <br />MANUFACTURES DETAILS, <br />4 <br />B• O.G. MAX SPACING. <br />NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) <br />DOOR JAMB TO BLOCK +1-1A5 <br />WINDOW TO BLOCK +1-15/16" <br />V SCALE: <br />2X4: cia <br />SECURE TD MOCK it" <br />TAPCONB OR DRIVE PIN <br />(MIN. SHANK SIZE J45 <br />MIN. HEAD SIZE 300 <br />MIN. EMBEDMENT I V) <br />WITHIN 0' OF EACH END 4 <br />V O.C. MAX SPACING. <br />2X6: ® <br />SECURE TO BLOCK WR-i{N• <br />TAPCONS OR DRIVE PIN <br />NOTE: STRUCTURAL 2X MUST <br />ON OUTSIDE SECURED <br />(MIN. SHANK SIZE .145 <br />TW <br />THROWNI NON-6iR11CTURAL <br />MIN. HEAD SIZE 300 <br />%, TAPCCN MIN. I-V <br />MIN, EMBEDMENT 1)") <br />EMBEDMENT INTO BLOCK <br />WITHIN 8' OF EACH END 4 <br />e. CMU <br />V CC. MAX SPACING. <br />J4' DRYWALL <br />7kB, ® <br />BeCUE TO BLOCK W12-%' <br />1'X4' OR 1'X2' P.T. NAILER <br />TAPCONS OR DRIVE PIN <br />1' P.T. X 4' MR <br />(MIN. SHANK SIZE .145 <br />DOOR CASING <br />MIN. HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MIN. EMBEDMENT I )W) <br />ATTACH TO 2X PER <br />WITHIN It O! EACH END 4 <br />MANFACTURES DETAILS, <br />NOTE, BHM AS NEEDED TO PLUS JAMB (DO NOT EXCEED A9 <br />DOOR JAMB TO BLOCK +2 1/4" <br />D WINDOW TO BLOCK +2 1 4' <br />SCALE, <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) <br />DOOR JAMB TO BLOCK +3" <br />WINDOW TO BLOCK +3" <br />L SCALE: 1•.I'-0• <br />2X4: CM <br />SECURE TD BLOCK III/ <br />O <br />TAPCONB R DRIVE PIN <br />(MIN. SWANK SIZE .145 <br />MIN. HEAD SIZE 300 <br />MIN. EMBEDMENT Y <br />WITHIN B' O' EACH END 4 <br />EN <br />ID' Cr— MAX SPACING, <br />NOTE: STRUCTURAL 2X MUST <br />BE ON- NON O14 SECURED <br />TP <br />THROIYsH NON-STRUCTURAL <br />2X6' ® <br />SECURE' TO BLOCK W/2-�' <br />��jj((.. TAPCON MIN. I-Y." <br />EMDEDMENT INTO BLOCK <br />TAPCONS OR DRIVE PIN <br />(MIN. SWANK SIZE .I <br />❑ <br />8' CW <br />MIN. HEAD SIZE 300 <br />N DRYWALL <br />MIN. EMBEDMENT I W) <br />WITHIN 8' OF EACH END 4 <br />I'X4' OR I'X2' P.T. NAILER <br />18' O.G. MAX SPACING. <br />2ND 2X SECJRE TO <br />2X& ® <br />STRUCTURAL MEMBER W/(2)12d <br />SECURE To BLOCK"V <br />WITHIN 8' EACH END 4 6' <br />TAPCONS OR DRIVE PIN <br />TO 0' O.C. MAX <br />, <br />(MIN. SHANK SIZE .145 <br />DOOR CASING <br />MIK HEAD SIZE 300 <br />DOOR JAMB OR WMDCW <br />MIK EMBEDMENT I )1W) <br />ATTACH TO 2X PER <br />WITHIN e— OF EACH END 4 <br />MANFACTURES DETAILS. <br />NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )�W ) <br />DOOR JAMB TO BLOCK +3" <br />F WINDOW TO BLOCK +3" <br />SCALE, I'.1'_0• <br />NOTE: STRUCTURAL 2X MIST <br />BE ON OUTSIDE 4 SECURED <br />THROUC=14 NON-STRUCTURAL <br />%' TAPCON MIN. I-V <br />EMBEDMENT INTO BLOCK <br />B' cm <br />N DRYWALL <br />1'X4' OR 012' P.T. NAILER <br />w' OAS. X 4' MIN. <br />DOOR CASING <br />DOOR JAMB OR WINDOW <br />ATTACH TO 2X PER <br />MANUFACTURES DETAILS. <br />NOTE: SWIM AB NEEDED TO PLUMB JAMB (DO NOT EXCEED Y •) <br />DOOR JAMB TO BLOCK +3-7/16" <br />G WINDOW TO BLOCK <br />+3-7 16" <br />UBGALE, <br />2X4: cm <br />SECURE TO BLOCK UAW <br />TAPCONS OR DRIVE PIN <br />(MIK SHANK SIZE .145 <br />MIN HEAD 812E Soo <br />MIK EMBEDMENT I Y.-) <br />WITHIN 8' OF EACH END 4 <br />18' O.C. MAX SPACMC= <br />2X6: CEM <br />SECURE TO BLOCK WA-1/4' <br />TAPCONS OR DRIVE PIN <br />NOTE: STRUCTURAL 2X MST <br />(MIN. SWANK SIZE .145 <br />BE ON OUTSIDE 4 SECURED <br />MIK HEAD SIZE 300 <br />THROUGH NON-STRUCTURAL <br />MIN. EMBEDMENT <br />TAPCON MIK-Y' <br />WITHIN 8' OF EACH END 4 <br />EMDEDMENT INTO BLOCK <br />16' D.C. MAX SPACIWC <br />B' CH11 <br />2X8: ® <br />h DRi'WALL <br />SECURE TO BLOCK <br />TAPCON9 OR DRIVE PM <br />I'X4' OR I'X2' P.T. NAILER <br />(MIN. SHANK SIZE J45 <br />I' P.T. X 4' MIK <br />MIN. HEAD SIZE 3CO <br />DOOR CASING <br />Milt EMBEDMENT i Y; ) <br />WITHIN 8' 6 EACH END 4 <br />DOOR JAMB OR WINDOW <br />V O.C. MAX SPACING. <br />ATTACH TO 2X PER . <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) <br />DOOR JAMB TO BLOCK +3 3/4" <br />H WINDOW TO BLOCK +3 3 4" <br />SCALE: <br />A E C N IT E C T• <br />Desi> n <br />Grou INTO:. <br />L441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH:407-774.6078 <br />FAX 407-7744078 <br />www.a bdBaigngroup.com <br />AA #: 0003325 <br />N <br />y <br />m <br />a <br />0 <br />a <br />a <br />0 <br />BVHDZV. & LOT: <br />SILVERADO <br />LOT #21 <br />BLK #6 <br />PROJECT#N <br />04128.000.02161 <br />MODIM <br />4EBB <br />"1828—CALI" <br />GARAGE 8111IING: <br />RIGHT <br />PAGE: <br />MONOLITHIC <br />1—STORY <br />WALL <br />SECTIONS & NOTES <br />150 MPH EXP. B <br />DATTM- 7/17 <br />80AXM 1/4"=1'—O" <br />aisEET <br />D <br />
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