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6685 Wagon Trail St
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6685 Wagon Trail St
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Last modified
3/24/2025 7:11:09 PM
Creation date
2/24/2025 9:43:26 AM
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Building Plans
Street #
6685
Location
Wagon Trail St
Contractor
D R Horton Inc
Building Plans - Permit #
19236
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A R C H I T L C T E <br />1 1/2 <br />MIN <br />HANDRAIL o 36'-- <br />W/ 2X4 RE-INFORCING <br />THE CLEAR SPACE BETWEEN <br />THE HANDRAIL AND THE WALL <br />SHALL BE NO LESS THAN 1 1/2' <br />AS PER FBCR R311.� S2 <br />NOTE: <br />1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTIC <br />DIAMETER OF 14't 2' OR A NONCIRCULAR CROSS SECTION WITH <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN E <br />A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 114' <br />SHALL HAVE A MINIMUM RADIUS OF 1/8'. <br />2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 5 <br />FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN AN <br />DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION <br />SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />STRESSES- PER SECTION 19i0-1.8.1 / F.B.G. 2014 <br />@B <br />HANDRAIL DETAIL <br />SCALE: 3/4'.I'-0' <br />42' H. HALF WALL —� <br />\ <br />W/ CAP <br />(2) LAYERS OF 3/4' PLYWOOD <br />-SECIRS TREAD$ TO STRINGER <br />3/4' TAG SUB FLOOR -� <br />OR (2) LAYER$ OF 3/4' SUB <br />W/(3)-8 3' SCREWS • EA <br />AH U <br />GLUED 4 SCREWED <br />FLOOR MATERIAL RIPS FOR <br />STRNGER UNTHREADED SHANK <br />PER FASTENER 1 <br />SOLID NAILING <br />TO EXTEND BEYOND THICKNESS <br />SCHEDULE 1 <br />OF SUB -FLOOR SHEATHNG <br />10'-0 3/4' 2ND FIN. FLR. <br />FLR TRUSSES <br />\ <br />STAIRS RISERS 70 CONFORM TO FBCR 5TH <br />/4' KICK <br />42' HL 1/2 <br />W/ <br />EDITION (2014) <br />STAIR DATA: <br />PLATE <br />WALL <br />CAP <br />MN. TREAD.10' MAX R1SER•T 3/4' 3/I6` <br />MAX. VARIATION N RISER$/MAD$ I6R Is T&W <br />10, <br />NOSING <br />ADJACENT TO EACH OTHER 3/8' MAX <br />10 T NOSING <br />MIN. <br />VARIATION IN ANY RISER/TREAD HANDRAIL 1�' <br />CIRCULAR CROSS SECTION DIA TO BE I <br />_1/4&RA OR PROVIDE <br />WINDERS. IN, <br />WNDERS- MN. ' WIDE <br />S T <br />NARROW ENDY <br />NARROW END MN. II' WIDTH 12' FRO'1 <br />NARROW END 34' MIN. HANDRAIL W.T. <br />lu U <br />3-2.12 SYP STRINGER — <br />REINFORCED W12X4 SPF <br />NOTE, <br />W/CONT. BEAD OF <br />E w <br />ENCLOSED ACCESSIBLE SPACE WIDER <br />SUB -FLOOR ADHESIVE <br />\ U <br />STAIRS SHALL HAVE WALL$, UNDER STAIR <br />SURFACE AND ANY SOFFITS PROTECTED ON <br />PL-400 OR SIMILARE • <br />EA HORIZONTAL RUN <br />ro� <br />� Q <br />THE ENCLOSED SIDE WITH I/2' GYPSUI'1 <br />K O <br />BOARDS. FBCR. 302b. <br />2 4 OR <br />= m <br />o E U 2 X I2 STRINGER <br />E 2 X 12 IW.E <br />SECURE W/12d b'-B' O.C. <br />0'-0' FIN. FLR <br />2x4 ATTACHED W/ 10d-- <br />STAIR DETAIL <br />SLEEPER INTO SLAB WITHIN 8' <br />A <br />OF EACH END, 32' O.C. MAX <br />BDRM. �, <br />8'-0' CLG. <br />DBL STUD <br />2'- <br />5'-10" <br />(2) 3052-SW <br />e <br />UPSTAIRS <br />v LIVING <br />ro <br />�� Il'_4• <br />Ni ry � <br />� s <br />42' W. HAL <br />LAWN_• 0 WALL W/ CAP <br />8'0-p YI <br />CLG. <br />r--ir--� <br />I OPT. 11 OPT, I <br />I D. II W. I <br />L--JL--J m <br />w <br />—I <br />L <br />STAIR DATA <br />1 VfO' CLG. <br />16 RISERS 01,54 <br />k <br />15 TREADS o 10' <br />W NOSING <br />3-0� — <br />�— <br />22X36 <br />ATTIC <br />V <br />2 <br />ACCESS <br />4X4 POST <br />BAT <br />8 0'� <br />CLG' <br />OWNER'S <br />SUIT <br />8'-0' CLG. <br />(D <br />Q <br />J <br />zz <br />Q <br />Co <br />v <br />klr <br />BDRM "HASE W-0C. <br />DBL STUD, 31_1. 61_0. <br />BATH ,43 <br />CLG. <br />3-sw <br />CI V� 0 <br />4'- 4'-- <br />'C 4X4 POST <br />BDRMBDRM- <br />#3 <br />8'-0' CLG. <br />(2) 3052-5I4 <br />EGRESS <br />CID 9 <br />1 v <br />—_I� 6 <br />��� 4" .._ 6 8 _ <br />__. <br />of <br />21-B" <br />--------_— <br />392__—.. <br />SECOND <br />FLOOR PLANK <br />NOTE: <br />2-8 LOUV. DOOR W/ AIR 14ANDLER ON METAL STAND OR 2-8 SOLID <br />DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE <br />Design <br />Grou 1R�. <br />441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />y <br />0 <br />h <br />0 <br />F <br />0 <br />F <br />F <br />STJSDIV. aLOT. <br />SILVERADO <br />LO T 41 <br />BLK 6 <br />PROJRCT#I <br />04128.000-04161 <br />MODS.: <br />4EHB <br />"2605-HAYDEN" <br />GARAOR M'W MG: <br />LEFT <br />PAGR: <br />SECOND <br />FLOOR <br />PLAN <br />150 MPH EXP. B <br />P TM D10/19/17 <br />BCALR: 1/4"=1' — 0" <br />s*Ecwr <br />3 <br />
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