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6653 Wagon Trail St
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6653 Wagon Trail St
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Last modified
3/24/2025 7:03:14 PM
Creation date
2/27/2025 11:27:59 AM
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Building Plans
Street #
6653
Location
Wagon Trail St
Contractor
Lennar Homes
Building Plans - Permit #
19685
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NOTE: <br />I,1 <br />STRINGER MUST M� <br />CONTACT WITH LAN <br />2x4 CUT <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />F <br />ALIGN <br />FACE <br />THIS STUD WITH <br />OF 2ND RISER 3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN a' <br />AND 4" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x4 BEHIND RISER <br />BLOCKING FOR <br />1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO <br />2x4 DRAFT RISER AND TREAD <br />STOP <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />B --2x4 BLOCKING FOR 2x12 _ <br />42x4 PT UNDER 2x12 �J <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />SYRINGE �� [SIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER <br />PROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />2x4 SYP BLOCKING OF STAIR TO CO NC. WZ <br />FOR STRAP <br />I PT NOTCHED INTO STRINGER 2 J" TAPCONS @ MAX. .C. <br />D NAILED TO FLOOR WITH GLUE (USP MTW12) BEHIND <br />STRINGER CONTACT POINTS RISER ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/ 4" X NAILED TO STRINGER <br />2 a' TAPCONS @ MAX. 32" O.C. <br />4k:�) SECTION VIEW "A" <br />SCALE: 1" = 1'-0" <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />SECTION VIEW "B" <br />SCALE: 1" = V-0" <br />=R <br />SECTION VIEW "C" <br />SCALE: 1" = 1'-0" <br />TOP OF <br />2x4 UNDER STRINGER GLUED AND <br />1x4 GLUED AND <br />2x4 DRAFT <br />TREAD <br />NAILED TO STRINGER <br />STRINGER <br />CONN. TO BOTTOM <br />OF NEWEL POST <br />NEWEL POST LET INTO <br />THE BLOCK <br />NAILED TO LANDING BLOCKING <br />D <br />x8 SYP <br />2x SYP CUT TO FIT <br />STOP <br />2x8 SYP DRYWALL <br />MUST NOT TOUCH <br />STRINGERS <br />STOP <br />PER CONTRACTOR <br />PROVIDE <br />BLOCKING <br />D <br />BEARS IN WALL <br />2x8 BLOCKING FOR STRAP <br />2x8 SYP <br />2x12 SYP BEARE <br />2x4 SYP <br />BLOCKING <br />OR <br />2X8 BLOCKING <br />IN WALL <br />STRAP <br />2x4 BLOCKING <br />FOR 2x12 <br />(US <br />2x4 PT UNDER <br />2x12 <br />FOR NEWEL POST <br />MTW12) <br />TO ANCHOR TO. <br />1x4 blocking <br />2x6 SYP <br />FLOOR GIRDER <br />PROVIDE SOLID BLOCKING <br />(GLUED AND NAILED) <br />20" FLAT STRAP NAILED TO RISER AND <br />E <br />2X4 CUT ON <br />OR 1 x 16" VL <br />BELOW ALL EL POST <br />JOIST.. <br />THEN WRAPPED AROUND STUD (USP <br />BEVEL GLUED <br />FROM JOIST TO USE <br />MTW12) - <br />2x4 PT NOTCHED INTO STRINGER <br />AND NAILED TO <br />2 X 12 BLOCKS, GLUED AND <br />FLOOR <br />AND NAILED TO FLOOR WITH GLUE <br />LVL <br />NAILED TO JOIST. <br />TRUSSES <br />2x4 CUT ON BEVEL <br />AT STRINGER CONTACT POINTS <br />PLAN VIEW DOES NOT BEAR IN <br />WALL <br />" <br />NEWEL POST <br />SCALE: = 1'-0" <br />SECTION VIEW "D" SECTION VIEW "E" <br />SECTION <br />VIEW "G" <br />BLOCKING <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />SCALE: 1" = 1'41 SCALE: 1" = 1'-0" <br />FILLER STRIPS ADDED X74" PLYWOOD <br />THESE DETAILS ARE NOT PLAN <br />SPECIFIC. THEY ARE PROVIDED TO <br />YOU AS A STANDARD TO CONSTRUCT <br />STAIRS. REFER TO PLAN DETAILS <br />FOR RISE AND RUN INFORMATION. <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />— 2x12 SYP <br />BEARS IN WALL <br />BU LLNOSE DETAIL <br />SCALE: 1" = 1'-0" <br />2x4 GLUED <br />AND NAILED <br />SECTION D-D <br />SCALE: 1" = 1'-0" <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />'JTO RIM BAND, <br />JD NAILED TO <br />WALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />3/4 PLYWOODffr-�3/4 <br />PLYWOODIli <br />SYP <br />2X B <br />OCKING <br />3/4" RISER CUT TO FIT <br />ON DECK <br />ON DECK <br />BEAM <br />MAINTAIN BETWEEN' <br />H <br />BEARING <br />USP (1) <br />TW12 <br />AND J" GAP TOP AND <br />x8 SYP GLUED <br />x8 SYP GLUED <br />2x8 <br />IN WALL <br />D OR <br />BOTTOM, GLUED AND <br />AND NAILED TO <br />AND NAILED TO <br />SYP <br />3 <br />2X BLOC ING <br />NAILED TO STRINGER <br />2x4 syp <br />FRAMING <br />2x4 SYP <br />FRAMING <br />GLUE <br />RIS <br />blocking for <br />BLOCKI <br />FOR <br />AND <br />strap (U <br />2x4 DRAFT 2x12 <br />STRAP <br />SP <br />2x4 DRAFT <br />NAILE <br />VARIE <br />M <br />STOP TREAD <br />MTW12) <br />STOP <br />TO <br />2x12 TREAD <br />GLUED <br />FRAMI <br />GLUED AND <br />AND <br />"HillNAILEDX <br />NAILE <br />SECTION VIEW <br />9Ka R1 nC"KINIC —, <br />SCALE: 1" = 1'-0" <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU <br />NOT TOUCH STRINGERS <br />STRINGER CONTACT <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS <br />E <br />1x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />- SCALE: J" = 1'-0" <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE -AT - <br />STRINGER CONTACT <br />POINTS <br />J <br />rx8 SYP DRYWALL STOP MUST <br />OT TOUCH STRINGERS <br />iLUED AND NAILED TO STRINGER <br />DRYWALL SPACING <br />E SECTION VIEW 8-FAIR GON611HUG-HUN DETAIL6 <br />SCALE:' = 1'-0" (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />0 <br />M <br />e 0 <br />Z <br />a <br />w <br />�_ G1 <br />0 w <br />C� c <br />S <br />ZD <br />o 0 <br />C) <br />E <br />F— O <br />U <br />Nrn M Cl) <br />1 '0 c 13 <br />O O N <br />wigLL <br />N <br />II I Y. <br />7 00 <br />Y <br />III <br />U) f1 O <br />Y <br />m <br />V7 <br />m < O <br />N C IBB-D-C <br />0 <br />co CV <br />co <br />� N <br />N <br />Z W�a���c$F�iy�s <br />CS 00 <br />°<n cO t/' <br />w�i� d <br />V E <br />� m <br />i 0 <br />2z <br />esy , <br />To the best oH�}he nginevr's kn IgdP',? irlforpati an <br />belief, the stris�ural pJ,ans Apo � �ieclficaiiogi Longed <br />..iithrt# <br />within these d ng ly. `2'ti17 F`rri a ,^\� <br />Building Code - ent Fgitio <br />signature and seal ts' k for tha:sarhT engi��qq����r g <br />the drawing bearing En <br />portions of gnature <br />and seal. <br />O <br />Z r4 <br />0 N � <br />z <br />>(!)M00 <br />Q 'fO LI) <br />Z5 <br />H L-L� <br />a <br />3 C 00 <br />Q � <br />z�� <br />W <br />J � <br />oZ <br />o <br />z a <br />zf <br />�F <br />w z r a <br />UZOp <br />Z Lu L <br />tmzZ <br />�00�w <br />da0u� <br />O �i o <br />U <br />F � pp <br />oz <br />Zo <br />4 U <br />J <br />z <br />zw <br />O <br />' ^ <br />5 <br />Ln 3 <br />�F <br />ru <br />y , <br />'�\ <br />w <br />C <br />o <br />N <br />J <br />�Q'm <br />z <br />o� <br />-oo <br />� : <br />o <br />Q <br />rr,a <br />von <br />a <br />z¢g� <br />N <br />h <br />L.L <br />wp\Q <br />uj <br />Z <br />W <br />w ty u- <br />In <br />W <br />'aE= <br />GQ <br />Q <br />Z <br />w�d�z ~~ <br />Ln <br />Z <br />to <br />a Z <br />0 <br />` b <br />g <br />= <br />a z <br />uj <br />T-4 <br />d <br />V <br />SCALE : AS NOTED <br />DATE : 1 /5/2018 <br />TECH: M]AMES <br />VERSION NO. 2mO <br />SHEET NO. <br />ST <br />
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