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6500 Wagon Trail St
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6500 Wagon Trail St
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Last modified
3/20/2025 4:30:53 PM
Creation date
2/24/2025 9:48:04 AM
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Building Plans
Street #
6500
Location
Wagon Trail St
Contractor
D R Horton
Building Plans - Permit #
19708
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THE CLEAR SPACE 5ETWEEN <br />1 112 THE HANDRAIL AND THE WALL <br />t1y SHALL 5E NO LESS THAN 1 1/2' <br />HANDRAIL s 36' AS PER F5CR R311, IZ2 <br />lU/ 2X4 RE INFOR W <br />NOTE: <br />I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTIC <br />DIAMETER OF I411 2' OR A NONCIRCULAR CROSS SECTION WITH <br />PERIMETER DIMENSION OF AT LEAST 4' 5UT NOT MORE THAN E <br />A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4' <br />SHALL HAVE A MINIMUM RADIUS OF 116'. <br />2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 5 <br />FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN At, <br />DIRECTION AT THE TOP OF SUCH 5ARRIER5 AT ANY LOCATIOI` <br />SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />STRESSES- PER SECTION 1601.8.1 / F.5.C. 2014 <br />HANDRAIL DETAIL <br />SCALE: 3/4' • I'-C' <br />4'_2" <br />CID <br />3052-SS <br />(2)3052-5H <br />3052- <br />I� <br />� <br />s <br />I <br />I <br />I— <br />r <br />wI <br />I <br />UPSTAIRS <br />I CHASE <br />B -- � I <br />i= <br />8'-0' GL CHASE <br />8'-0' CI-G. <br />enOM <br />LG <br />DBL STUD <br />ro <br />= <br />�p <br />I DEL STUD <br />2'-4' <br />I <br />3'-5" 2' 4" 2'-8' <br />II'-4" <br />55 '-10' '-10" <br />BATH <br />3-SH <br />m <br />3'-4" 4'-0' <br />v <br />12'-0' <br />42 H. HALF I <br />WALL W/ CAP C1V ' LAUN. <br />4'- 1051-01 <br />Cl-G. <br />e <br />? IG <br />OPT. II OPT, 1 <br />DN. <br />I D. IW' I <br />' <br />3 W/ <br />C <br />IN <br />v <br />8'-0' GLICs. V <br />I!K <br />STAIR DATA <br />I6 RISERS • 134' <br />3-51-1?a <br />0 IR-I <br />15 TREADS a 10' <br />I' NOSING <br />- <br />, <br />0 <br />22X36 <br />2' 4" <br />22' <br />ATTIC <br />4'-4";�'7" <br />-6' <br />ACCESS 13'-8" <br />O7): <br />V <br />4X4 POST <br />CHASE — <br />4X4 POST <br />OWNER'S <br />OWNER'S <br />SUITE <br />11 <br />m <br />I <br />m � <br />(2) 3EGRESS <br />=I <br />I <br />W.I-c' <br />8'-0' CLG. <br />I� <br />- <br />2040-® <br />3052- <br />Er <br />I <br />6 5 II 4_ <br />I <br />4 2 <br />_ 10'-6„_ _l_ 0 _ <br />- <br />21'-5" <br />39'-5' <br />zzl\— 'HHALF WALL <br />SECOND FLOOR PLAN <br />AHU <br />SECURE TREADS TO STRINGER <br />WK3)g 3' 9CREUIB • Ea <br />STRINGER UNTHREADED SHANC <br />W/C� <br />(2) LAYERS OF 3/4' PLYW'OOD- <br />OR (2J LAYERS OF 3/4' SUB 3/4' TKa '.AID FLOOR <br />FLOOR MATERIAL RIPS FOR GLUED 4 SCREWED <br />NOTE: <br />2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID <br />TO EXTEND BEYOND T411CIWE58 <br />SOLID NAILING <br />PER FASTENER <br />DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE <br />OF SUB -FLOOR SHEATHING <br />// <br />I SCHEDULE <br />/ <br />/ <br />/ <br />42' k 1/2 <br />WALLW/ <br />3/4' KICK <br />/ <br />I' MAX. PLATECAP <br />NOSING / <br />STOR. <br />/ -2x12 SYP STRINGER <br />i Z <br />/ REINFORCED W/1X4 SPF <br />z QQ <br />W/COVT. BEAD OF <br />L Q <br />/ SUB -FLOOR ADHESIVE <br />w <br />PL-400 OR SIMILARE <br />EA HORIZONTAL RUN <br />m <br />/ 2 X 4 RE-INFORCING <br />/ • EA 2 X 12 STRINGER <br />SECURE W/12d 6'-S' O.0 <br />/ <br />MASONRY NAILS • 2X4 P.T. <br />SLEEPER INTO SLAB WITHIN S' <br />OF EACH END, 32' O.C. MAX. <br />10'-0 3/4' 2ND FIN. FLR. <br />V-8' 5R5. HGT. <br />PRE-ENG. <br />FLR TRUSSES <br />NOTE, <br />STAIRS RISERS TO CONFORM TO FBCR STH <br />EDITION (2014J <br />STAIR DATA: <br />MIN. TREAD•10' MAX. RISER•1 3/4- 3/16' <br />16R 0 1.54' <br />MAX. VARIATION IN RISERS/TREADS <br />15 TREADS ® <br />ADJACENT TO EACH OTHER 3/8' MAX. <br />10'. 1' NOSING <br />VARIATION IN ANY R15ERRREAD HANDRAIL <br />CIRCULAR GROSS SECTION CIA TO BE 1 3/4' <br />«1/4' OR PROVIDE EOUIVALENT <br />GRASPABILITY UNDER$- MIN, 6' WIDE <br />NARROW END MIN. 11' WIDTH • 12' FROM <br />NARROW END 34' MIN. HANDRAIL HGT. <br />NOTE: <br />ENCLOSED ACCESSIBLE SPACE UNDER <br />STAIRS SHALL HAVE WALLS, UNDER STAIR <br />SURFACE AND ANY SOFFITS PROTECTED ON <br />THE ENCLOSED SIDE WITH 1/2' GYPSUM <br />BOARDS, F5CR 3112.2 <br />A STAIR DETAIL <br />0-0' FIN. FLR <br />A R C N 1 T E C T 8 <br />6 <br />G esi n <br />41 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774,6078 <br />FAX 407-7744078 <br />www.abdosigngroup.com <br />AA#:0003325 <br />W <br />m <br />U <br />0 <br />a <br />y <br />a <br />R <br />gi <br />p <br />ammo. ac LOT. <br />SILVERADO <br />LO T 18 <br />LOT 6 <br />PROJWT# <br />04128.000-01861 <br />1[ODffiLs <br />4EHB <br />"2605—HAYDEN" <br />GARAGRI XWU40: <br />RIGHT <br />PROM <br />SECOND <br />FLOOR <br />PLAN <br />150 MPH EXP. B <br />P � <br />D11/08/17 <br />OCA=-. 1/4"=1'- 0" <br />aFIamT <br />3 <br />
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