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36480 Garden Wall Way
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36480 Garden Wall Way
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Last modified
2/26/2025 5:29:54 PM
Creation date
2/18/2025 4:14:08 PM
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Building Plans
Street #
36480
Location
Garden Wall Way
Contractor
Lennar
Building Plans - Permit #
Unknown
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CD <br />E <br />c <br />E <br />C1 <br />r <br />cl <br />c" <br />C <br />c <br />C <br />'c <br />r <br />I <br />L <br />ALL STAIR STRINGERS <br />AND TREADS TO BE <br />THREADS, RISERS, AND <br />#2 SYP (MIN.) <br />3/4" PLYWOOD NOT <br />SHOWN IN DETAIL FOR <br />CLARITY <br />ALL WOOD TO WOOD <br />CONNECTIONS TO BEE <br />GLUED (PL 200) AND <br />NAILED (MIN. (2)16d). <br />13/4x 11- <br />JVL <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />STRINGER MUST MAKE FULL <br />CONTACT WITH LANDING <br />FLOOR 4= <br />JOIST <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER --2x SYP CUT TO FIT <br />BEARS IN WALL <br />j x12 SYP <br />k BEARS IN WALL B <br />L -----2x. SYP <br />SCAB 2x4 GLUED AND NAILED (EACH <br />2x12 SYP <br />IDE) TO BOTTOM EDGE OF 2x12 <br />ALIGN THIS STUD WITH <br />STRINGER <br />STRINGER <br />3/4" RISER CUT TO FIT <br />FACE OF 2ND RISER <br />MAINTAIN BETWEEN <br />AND J' 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 <br />STRAP GLUED TO <br />2X4 DRAFT <br />RISER AND TREAD <br />STOP <br />—2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />FOR STRAP <br />2x4 PT NOTCHED INTO STRINGE <br />(SIMPSON MTS12 w/ <br />AND NAILED TO FLOOR WITH GLUE <br />2x4 SYP BLOCKING <br />R A—� <br />(14) 1 Od x 1 1/2" <br />AT STRINGER CONTACT POINTS <br />NAILS) <br />2X4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />D D WALL GLUED TO <br />F 2x8 <br />SECTION VIEW "All SECTION VIEW "B" <br />2x4 UNDER STRINGER GLUED AND <br />X8 SYP <br />D <br />NAILED TO LANDING BLOCKING <br />2X4 PT NOTCH— --------- r ------ <br />INTO STRINGER <br />D <br />2x8 SYP <br />-.--2x8 BLOCKING FOR STRAP <br />L-1x4 blocking <br />SIMPSON MSTA21 W/ (16) 1 Od NAILS Y^E <br />FLAT STRAP NAILED TO RISER AND <br />THEN WRAPPED AROUND STUD <br />PLAN VIEW <br />SCALE. T To�- <br />NOTE: <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 />3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN 1/4" <br />AND 1/2" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />20 2 TREAD <br />GLUED AND <br />NAILED <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />Gl_=-�� <br />INTO FLOOR WITH <br />AT STRINGER CONTACT <br />POINTS <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />2x4 SYP BLOCKING <br />FOR STRAP (SIMPSON <br />MTS12 w/ (14) 10d x 1 <br />1/2" NAILS) <br />N�2X8 SYP DRYWALL STOP MUST <br />L/NOT TOUCH STRINGERS <br />2x4 BLOCK IN KNEEWALL FOR 202 NAILING <br />11x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />I H% SECTION VIEW <br />SCALE: 1'-0" <br />7� J__ <br />2x8 <br />SYP <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER <br />2x4 CUT ON, BEVEL - <br />DOES NOT BEAR IN <br />WALL <br />SCALE: 1 V-0" <br />SCALE: 1 V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER <br />61* <br />1X4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />NOTTOUCH <br />2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 <br />ROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W1 J" X <br />2 TAPCONS @ MAX. 32" O.C. <br />ATTACH ALL COMPONENTS 1x4 GLUED AND <br />NAILED TO STRINGER <br />x <br />OF STAIR TO CONC. W/ <br />2 J" TAPCONS @ MAX. 32" O.C. <br />ROVIDE MOISTURE <br />ROTECTION <br />S <br />A A HA P JNEN <br />TT C LL COMPO <br />0 S AIR NC . W/i, X <br />T To CO AX . 32"0. C <br />2 TAPCONS @ M <br />1 . LU <br />74G EDAND <br />Gall <br />TOP OF <br />STRINGER <br />STRINGERS <br />G <br />SIMPSON A35 <br />E 2x4 BLOCKING FOR 2x12 OR LSC EACH� <br />2x4 PT UNDER 2x12 <br />A '/ � <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />2X4 PT NOTCHED INTO STRINGER <br />U�/7 (14) 1 Od x 1 1/2" <br />H GLU <br />AND NAILED TO FLOOR WITH GLU NAILS) <br />AT STRINGER CONTACT POINTS <br />SECTION VIEW "D" <br />SCALE: 1 V-0" <br />FILLER STRIPS ADDED PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />-----2xl2 SYP <br />BEARS IN WALL <br />LNOSE DETAIL <br />BUL <br />SCALE: 1 1'-0" <br />2x4 GLUED <br />AND NAILED <br />SECTION D-D <br />-a/4 PLYWOOD <br />ON DECK <br />--2x8 SYP GLUED <br />AND NAILED TO <br />FRAMING <br />2x4 DRAFT <br />2x12 <br />STOP <br />TREAD <br />GLUED <br />AND <br />NAILEE <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE -- <br />AT STRINGER CONTACT <br />POINTS <br />SCALE: 1 V-0" <br />A2X8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />Lx4/GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />SEY^E "16, <br />SECTION VIEW "Ell <br />CTION VIEW <br />SCALE: 1 1-01, <br />SCALE: 1 V-0" <br />-3/4 PLYWC <br />ON DECK <br />—2x8 SYP, <br />AND NAII <br />FRAMINC <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKI <br />C NOTE: 2x8 <br />DRYWALL STOP <br />NOTSHOWN <br />STRINGER <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 <br />SECTION VIEW ficif <br />SCALE: 1 V-0" <br />FLOOR TRUSS OR CONN. TO BOTTOM <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />PER CONTRACTOR <br />F <br />PROVIDE SOLID BLOCKING <br />(2) LAYER EDGE GOLD <br />4 BELOW ALL NEWEL POST <br />OSB OR PLYWOOD <br />FROM JOIST TO JOIST. USE <br />OR 1 j"X16" LVL 2 X 12 BLOCKS, GLUED AND <br />ATTACHED W/ 12d NAILS <br />NAILED TO JOIST. <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />NEWEL POST <br />SECTION VIEW "G" <br />SE <br />^F "t, <br />SCALE: 1 V-0" <br />CTION VIEW <br />il = <br />SCALE: <br />BLOCKINu <br />STAIR CONSTRUCTION DETAILS <br />SCALE: AS NOTED <br />(IF 11X17 REDUCE SCALE.5) <br />SCALE: I"= l'-O" <br />JOINT <br />.TO <br />4STS) <br />NAILED AND <br />TOP PLATE <br />4TO RIM BAND, <br />ID NAILED TO <br />VVALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />H <br />2X BIOCKING <br />IPSON 2 w/ <br />i 10d x 1 1/2" NAILS <br />D OR <br />3 <br />RIS R <br />VARIES <br />NEWEL POST LET INTO <br />THE BLOCK <br />PROVIDE <br />BLOCKING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />2X BLOC NG <br />ECTION VIEW 111-111 <br />SCALE: 1 V-0" <br />C%A <br />C:) <br />�5 CP <br />CID <br />�z <br />to -ca C:2 <br />j! C-4 <br />!! W <br />cm. <br />S <br />3� co -0 <br />cc <br />4A <br />!S <br />0 <br />o., IV <br />c5Z <br />_�e <br />SS\O <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />E <br />6 <br />'50 <br />N 0 <br />_-, 7� <br />z <br />0 <br />_j <br />c. g <br />, <br />CL <br />W <br />= <br />ra C� <br />r- <br />A <br />0 <br />0 <br />9 <br />I <br />3 <br />T <br />C-4 ;k <br />c) <br />Cxo <br />< r <br />0 <br />0. <br />z <br />< <br />V) <br />(1) <br />aX <br />o <br />C5 <br />4--J <br />0 <br />c/�, <br />w I, <br />0 .1 <br />0 <br />— <br />Lu <br />U*) <br />V) <br />(2-- <br />Lu <br />z <br />z <br />U- <br />E <br />o <br />o- <br />zQ <br />E <br />cc <br />E <br />�9 <br />so <br />C'4 <br />o <br />z <br />CO <br />z <br />W <br />6-1 <br />j <br />.2 C) <br />0 <br />It <br />_j <br />9 <br />T <br />M <br />co <br />r-, <br />co <br />c) <br />< <br />U) <br />C) <br />C <br />LO <br />r* <br />Ict <br />r__ <br />.0 <br />(N <br />0 N <br />0 <br />(M <br />0 <br />.0 <br />0 CD <br />00 (N <br />Lo <br />E <br />M <br />Cf) <br />0 <br />z <br />E <br />E <br />0 <br />M <br />JOB <br />NO <br />22-09405 <br />SCALE: <br />AS NOTED <br />SHEET NO. <br />ST <br />
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