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6533 Wagon Trail St
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6533 Wagon Trail St
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Last modified
3/21/2025 1:45:20 AM
Creation date
2/24/2025 9:42:59 AM
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Building Plans
Street #
6533
Location
Wagon Trail St
Contractor
D R Horton
Building Plans - Permit #
19796
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j <br />N 0 <br />�u <br />a <br />Q <br />u <br />THE CLEAR SPACE BETWEEN THE <br />HANDRAIL AND THE WALL SHALL BE 2 1/4' <br />HANDRAIL a 36' <br />HANDRAIL A 36' <br />W/ 2X4 RE-INFOR <br />NOTE: <br />HANDRAILS SHALL HAVE EITHER A CIRCULAR <br />CROSS SECTION WITH A DIAMTETER OF 1 A/4't 2" OR <br />A NONCIRCULER CROSS SECTION WITH A <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT <br />MORE THAN 6 1/4' AND A LARGEST CROSS SECTION <br />DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL <br />HAVE A MINIMUM RADIUS OF 116', <br />HANDRAIL DETAIL <br />L SCALE: 3/4"=I'-0' <br />3052-SH 3052-SN i <br />C/.GCAA <br />LAUN. I g 3 1 <br />I <br />s <br />v <br />I C <br />L_=J "n1 <br />?e <br />a <br />I i ai <br />CHASE <br />--I <br />I <br />4x4 BDRM. �E4 <br />2' 4" 3'-B" <br />3'-2• <br />1 <br />CHASE BDRM. #5 <br />POST <br />POST 8'-0' CLG. CLG <br />BF77y <br />G. <br />IFS �A1 <br />IF — rl <br />o� �AXC <br />BDRM. #3 <br />8'-0' CLG. <br />GHA <br />ro <br />0 <br />42' H. HALF <br />WALL W/ CAP <br />IR-ISH <br />r---- oI W.I.0 <br />r22X36- <br />m <br />UPSTAIRS <br />l W.LC alb'-0' GLG <br />I ATTIC <br />I <br />LIVING <br />LACCESSj <br />9 <br />8'-0' CLG. <br />— IR-ISH <br />AT <br />I <br />0 <br />POST 8' <br />Q <br />O <br />4x4 <br />J <br />POST <br />6' <br />STAIR DATA <br />BDRM. <br />16 RISERS m 1.54' <br />15 TREADS • 10' <br />O <br />I' NOSING <br />0 <br />GM <br />TUB W <br />m <br />SHWR <br />204W-SH <br />I 3 2- <br />--------------------- <br />--------- <br />3'-4" <br />21'-2" <br />I I <br />L- — — — — — — — — — — — — — — — — — — — — — — — — — — J <br />SECOND FLOOR PLAN <br />NOTE: <br />2-8 LOUv. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 <br />SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE <br />Tq <br />u <br />(V LAYERS OF 3/4' PLYWOOD_ <br />OR (2) LAYERS OF 3/4' SUB <br />FLOOR MATERIAL RIPS FOR <br />SOLID NAILING <br />SECURE TREADS TO STRINGER <br />W/(3)4B 3' SCREWS • EA <br />STRINGER UNTHREADED SHANK <br />TO EXTEND BEYOND THICKNESS <br />OF SUB -FLOOR SHEATHING <br />/ <br />/LU 0 / <br />=Z / <br />F Q KICK PLATE <br />/ <br />MAX. PLATE / <br />NOSING 10, / <br />MIN / <br />STOR. <br />/ <br />/ <br />/ — 3-2x12 SYP STRINGER <br />J - REINFORCED W/2X4 SPF <br />m CUT Tff / ®IX LOOR ADHESIVE <br />p / PL-400 OR SIMILARE <br />EA HORIZONTAL RUN <br />0 L ^N"1 / 2 X 4 RE-INFORCING <br />/ e EA. 2 X NG 12 STRIER <br />SECURE W/12d &'-8' O.C. <br />3/4' T4G SUB FLOOR <br />GLUED d SCREWED <br />PER FASTENER <br />SCHEDULE <br />FLR ERJJSSES <br />----3X4 ATTACHED IW Od <br />SLEEPER <br />YNTOS AISWP.I STAIR SECTION <br />SLEEPER INTO SLAB WITHIN e' <br />OF EACH END, 32' O.C. MAX ti eeuc v�•.r-v <br />I0'-0 3/4' 2ND FIN, FLR <br />V-8' BRG. HGT. <br />STAIR DATA: <br />I6R o 1.54' <br />15 TREADS 8 <br />10'• 1' NOSING <br />STAIRS RISERS TO CONFORM TO PBCR STW <br />EDITION 2014 <br />MIN. TREAD•10' MAX RISER.1 3/4. 3/I6' <br />MAX VARIATION IN RISERS/TREADS <br />ADJACENT TO EACH OTHER 3/8, MAX <br />VARIATION N ANY RISER I AD HANDRAIL <br />CIRCULAR CROSS SECTION DIA TO BE 1 3/4' <br />.-114. OR PROVIDE EQUIVALENT <br />GRASPABILITY WINDERS- MIN. &' WIDE <br />NARROW END MN. n' WID7H 12' PROM <br />NARROW END 34' MIN HANDRAIL W.T. <br />0'-0' FIN. FLR <br />A E C It I T E C T6 <br />Gm i In <br />441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX 407-774.4078 <br />www.abdesigngroup.. <br />AA M: 0003325 <br />F <br />y <br />h <br />0 <br />F <br />0 <br />F-summ a. L07 <br />SILVERADO <br />LOT 23 <br />BLK 6 <br />F- ROJMT* <br />04128.000-02361 <br />moan <br />4EJB <br />"2807-ELLE" <br />0AXAGM DWING: <br />LEFT <br />PAGl <br />SECOND <br />FLOOR <br />PLAN <br />150 MPH EXP. B <br />ARCHRECT: <br />STATE OF F'LOE!A <br />P <br />4 <br />RDLAI� A CRA <br />NO 93723 <br />Z 7M 11/10/17 <br />SCAM- 1/4"=1'-0" <br />EiiEicm'1' <br />3 <br />
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