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6526 Wagon Trail St
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6526 Wagon Trail St
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Last modified
3/21/2025 12:42:42 AM
Creation date
2/24/2025 9:53:43 AM
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Building Plans
Street #
6526
Location
Wagon Trail St
Contractor
D R Horton
Building Plans - Permit #
19461
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1 1/2" <br />MIN_ <br />WAN0RAIL 0 _W <br />IU/ 2X4 RE-I*;;R NG <br />THE CLEAR SPACE BETWEEN <br />THE HANDRAIL AND THE WALL <br />SHALL BE NO LESS THAN 1 112' <br />AS PER FBCR R310,B2 <br />NOTE: <br />I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTIC <br />DIAMETER OF 1#'i 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 1/4' <br />SHALL HAVE A MINIMUM RADIUS OF I/S'. <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 LOCATIOT <br />SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />STRESSES- PER SECTION / F.B.G. 2014 <br />*,HANDRAIL DETAILSCALE: 3/4':I'-0' <br />42' H. HALF WALL <br />W/ CAP <br />3/4' TAG SUB FLOOR <br />GLUED 4 SCRLI ED <br />PER FASTENER <br />8GHEDULE <br />0-0 3/4' 2NO FIN. FLR <br />8'-8' BRG. HGT, <br />- PRE-ENG. <br />FLR TRUSSES <br />NOTE: <br />STAIRS RISERS TO CONFORM TO FBCR 5TH <br />EDITION (2014) <br />MIN. TREAD•10' MAX. R16ER•T 3/4' 3/16' STAIR DATA: <br />MAX. VARIATION IN RISERSRREADB I6R • 1.54' <br />ADJACENT TO EACH OTHER 3/6' MAx 15 TREADS <br />VARIATION M ANY RISER/TREAD HANDRAIL 10'� 1' NOSING <br />CIRCULAR CROSS SECTION DIA. TO BE 13/4' <br />«I/4' OR PROVIDE EQUIVALENT <br />GRABPAISUTY WINDERS- MIN. 6' WIDE <br />NARROW END MIN, 11' WIDTH • 12' FROM <br />NARROW END 34' MIN. HANDRAIL WT. <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 />BOARS, FBCR 3026. <br />0'-0' FIN. FLR <br />3052-SH <br />ci_xnn <br />30G52 SH <br />(2)3052-SWCHAj4kj <br />UPITAGS <br />IVIN <br />BDRM. <br />CHASEW-O' CLG. <br />DBL STUD <br />_ <br />DBL STUD <br />5 -10' <br />II'-4° <br />9 <br />2'-8'-0" 3'-8' 6'-0' <br />BATH #31194,I <br />_ .._. <br />--__ Iti <br />3- •° <br />1 42H. HAL ;� <br />y. <br />I <br />LAUN. WALL W/ CAP <br />8 _0 'L•VIC 4'-10" '^ <br />12'-0" '^ <br />4'-0' 3'_4^ 'B LAv. AV. <br />CLG. <br />C' V <br />r--ir—T.1A <br />PT. OPT. <br />ry m <br />i ON. <br />L <br />ro <br />i--'f0' <br />I <br />it <br />I <br />m 0 <br />,STAIR DATA <br />16 RISERS a 154• <br />a1 <br />_ <br />'� <br />CL <br />I 8�0CLG. <br />- J9'-0" �n <br />3-8" <br />_ _ <br />3-SH <br />�- <br />IS TREADS o 10, <br />W NOSING <br />_ <br />IR-ISH ? <br />22X36 <br />y <br />6 <br />p <br />@ <br />ATTIC <br />ACCESS <br />2'_2• <br />UU iA 2'_4" <br />13'-8' <br />6'-6' -10 <br />3 3'-10' v 3'-0' 4'-4" <br />CIV <br />O. <br />4X4 POST <br />B <br />BATH, 4X4 POST <br />_ <br />- <br />&_Vi' <br />OWNER'S <br />CLG. -' <br />SUITS <br />8 _(p• CLG. <br />LCHA6E <br />4 BDRM. #3 <br />J z Q <br />YInlmolcCLc- <br />CZ) 3052-5H <br />2040-SWEGRESS <br />CID <br />4'-2' <br />I1'_4' l <br />- - <br />SECOND FLOOR PLAN <br />NOTE: <br />2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID <br />DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE <br />(2) LAYERS OF 3/4' PLYWOOD <br />SECURE TREADS TO STRINGER <br />OR (2) LAYERS OF 3/4' SUB <br />OR <br />W/(3M 3' SCRELLS • EA <br />U <br />FLOOR MATERIAL RIPS FOR <br />STRINGER UNTHREADED SHANK <br />SOLID NAILING <br />TO EXTEND BEYOND TNICgJESS <br />\\ <br />OF SUB -FLOOR SHEATHING <br />` <br />/4' KICK <br />42' H. 1/2 <br />WALL W/ <br />PLATE <br />11 MAX. <br />NOSING <br />CAP <br />0' <br />MIN. <br />� <br />STOR. <br />a� <br />3.2x12 SYP STRNGER <br />REINFORCED W12X4 SPF <br />= Z <br />z <br />W/CONT. BEAD OF <br />L Q <br />SUB -FLOOR ADHESIVE <br />` <br />W <br />PL-400 OR SIMILARE • <br />U <br />EA HORIZONTAL RUN <br />\ <br />_ m <br />\ <br />2 X 4 RE-INFORCING <br />m <br />s EA 2 X 12 STRINGER <br />SECURE W/12d 6'-8' O.G. <br />A STAIR DETAIL <br />MASONRY NAILS • 2X4 P.T. <br />SLEEPER INTO SLAB WITHIN S' <br />OP EACH END, 32' O.C. MAx <br />e <br />y <br />rA R C R I T E C T t <br />6 <br />Des <br />Grou <br />LONG WOOD, FL 32750 <br />PH: 407-774.6078 <br />FAk 407-774.4078 <br />www,a bdesigngroup.eom <br />AA #: 0003326 <br />F <br />w <br />y <br />0 <br />h <br />0 <br />F—summm da LOT. <br />SILVERADO <br />LO T 15 <br />BLK 6 <br />PROJ)Oa" <br />04128.000-01561 <br />aeoD�Le <br />4EHB <br />"2605-HAYDEN" <br />GAZI AGM BMWO. <br />LEFT <br />PAGO <br />SECOND <br />FLOOR <br />PLAN <br />150 MPH, EXP. B <br />
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