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6806 Wagon Trail St
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6806 Wagon Trail St
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Last modified
3/21/2025 5:21:00 AM
Creation date
2/24/2025 9:43:36 AM
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Building Plans
Street #
6806
Location
Wagon Trail St
Contractor
D R Horton
Building Plans - Permit #
20649
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(2) LAYERS OF 3/4' PLYWOOD <br />OR (2) LAYERS OF 3/4' SUB <br />FLOOR MATERIAL RIPE FOR <br />SOLID NAILING <br />00ME TREADS TO STRINGER 3/4' T45 SUD FLOOR <br />WKSPf 3. 6CREUS • EA GLUED 4 SCREWED <br />STOW42M UNTWREADED SWANK PER FASTENER <br />TO EXTEND EEYOND THICK ES6 SCHEDULE <br />OF 6UD4'LOOR SHEATHING IV-0 3/4' 2ND FM. FLR. <br />%— C <br />� 1 <br />ry�@ W-V ERG. NGT. <br />FLR T US6E6 <br />W � / STIbR • T54' <br />= 3/4' KICK 15 TREADS • <br />j ' MAX. PLATE 2 X 4 DDL IV+ P NOSING <br />JNOSING 10' TOP PLATE <br />DBL U MIN.ST�MRS R16E1118 TO CQlOR'T TO PWA 6TM <br />TOID / S T O R . EDITION 20fl <br />MIL VANA IO MAX PtSMW1 D$ D/16' <br />PLATE ® N � MAX VARIATION IN Itl6ERMIREADS <br />M 3.2t12 6YP STRINGER ADJACENT TO EACH OTHER "'MAX <br />REINFORCED W/!X4 6PF VAMATION N ANY RISERRL READ HANDRANT �� CIRDULAI! CROSS SECTION DIA TO DE 1 3/4' <br />u4C:oNT. BE / 01=ADFF ..V4' OR PROVIDE EQUIVALENT <br />GRASPA <br />PL-400 OR SMW.ARE . DILITY WNDER6- MIL 6' WNDE • <br />tt i6 2XE EA HOPUZONTAL WIN NN I�WW END 334' HIlSDN*CWAIL NOT.. <br />BAR DETAIL a o TO PIT OUT <br />2 X 4 DON. 2 1 46TUD6 <br />AO ZD ~ TOP PLATE . Nr• G.G. MAX <br />SGALE:1/4'"I'-0' N Q" <br />3 m 2 X 4 RE-INFORCING • <br />EA 2 X 12 STRINGER <br />/ SECURE W/12d 6'-V O.C. 2 X 4 P.T. <br />DTI'7 PLATE <br />0'-0' FIN. FLR. <br />2X4 ATTACHED Wv Nod <br />MASONRY NAILS • 2X4 P.T. <br />SLEEPER INTO SLAB UTMIN V <br />OF EACH ", 32' = MAX <br />CLEAR SPACE OEIIREN <br />HANDRAIL AID TIE WU41 1 <br />LL BE NO LESS THAN I V2' <br />DER FDCR R31LTD2 <br />HANDRAILS SMALL HAVE EITWM A CIRCULAR CROSS SECTION WITH A <br />DIAPVTER OF IkI 2' OR A NONCIRCuLAIS CROSS SECTION WITH A <br />PERT E. 044"[CN OP AT LLA6T 4' NUT NOT TE MOTHM 6 V4' AAD <br />A LAUiGE6T CRON SECTION OM *ION NOT EXCEEDINS 2 1/4'. EDGES <br />SMALL HAVE A MNIMM RADW6 OF VS'. <br />2. T1416 RAILING SYSTEM 16 DESIGNED TO RE616T A LOAD OF DO PLF <br />FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED N ANY <br />DIRECTION AT THE TOP OF SUCH IDARRIERS AT ANY LOCATION ON TIM <br />SAFEGUARD, WNW44EVER CONDITION PRODUCE6 THE MAX"M <br />STRESSES- PER SECTION 16MA.1 / F.D.C. (2011)" EDITION. <br />SECTION <br />(—,-A'�HANDRAIL E:1/2'"I'-0' <br />R STAIR SECTION <br />B BGALE:I/2'.I'_®BG�ALE:I/2'.I:_®. <br />DIM VARIES <br />o <br />E <br />a <br />_ <br />B <br />' <br />ARCH DETAIL <br />D SGALE:I/4'"I' <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32760 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdeWgngroup.eom <br />AA IF: 0003325 <br />BUDDIV. at L02% <br />SILVERADO <br />LOT #6 BLK #11 <br />PROJB.CTp <br />04128.001-06111 <br />MODMIA <br />4EJB <br />"2807—ELLE" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />STAIR <br />SECTION/ <br />DETAILS <br />50 MPH EXP. 51 <br />NAM <br />DA 8/17/18 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />A1A <br />
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