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36488 Garden Wall Way
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36488 Garden Wall Way
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Last modified
3/3/2025 8:31:51 PM
Creation date
2/19/2025 9:10:10 AM
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Building Plans
Street #
36488
Location
Garden Wall Way
Contractor
Lennar Homes LLC
Building Plans - Permit #
Unknown
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3 <br />�0 <br />W <br />0 <br />i <br />a <br />N <br />f <br />0 <br />0 <br />0 <br />N <br />i <br />4 <br />20 <br />C <br />Cr <br />0 <br />07 <br />3 <br />H <br />N <br />a <br />E <br />E <br />0 <br />S <br />`v <br />CD <br />a� <br />lz <br />U <br />O <br />0 <br />i <br />w <br />9 <br />0 <br />a <br />0 <br />J <br />a� <br />tZ <br />0 <br />00 <br />0 <br />0 <br />0 <br />a <br />N <br />0 <br />0 <br />a <br />m <br />N <br />ALL STAIR STRINGERS <br />AND TREADS TO BE <br />#2 SYP (MIN.) <br />THREADS, RISERS, AND <br />3/4" PLYWOOD NOT <br />SHOWN IN DETAIL FOR <br />CLARITY <br />ALL WOOD TO WOOD <br />CONNECTIONS TO BE <br />GLUED (PL 200) AND <br />NAILED (MIN. (2)16d). <br />1 3/4 x 11_ <br />g VL <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />2x4 UNDER STRINGER GLUED AND <br />NAILED TO LANDING BLOCKING <br />D <br />2x4 PT NOTC <br />INTO STRINGER <br />H D <br />2x8 BLOCKING FOR STRAP <br />1x4 blocking <br />SIMPSON MSTA21 w/ (16) 10d NAILS E <br />FLAT STRAP NAILED TO RISER AND <br />THEN WRAPPED AROUND STUD - <br />PLAN VIEW <br />SCALE: " = 1'-0" <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 />2x12 TREAD <br />GLUED AND <br />NAILED <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLU <br />AT STRINGER CONTACT <br />POINTS <br />E <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS' <br />\Vh <br />2x4 SYP BLOCKING <br />FOR STRAP (SIMPSON <br />MTS12 w/ (14) 10d x 1 <br />1/2" NAILS) <br />I `t2x8 SYP DRYWALL STOP MUST <br />IL/ NOT TOUCH STRINGERS <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />1x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE:" =1'-0" <br />FLOOR <br />JOIST <br />SYP <br />2x8 SYP <br />2x8 <br />SYP <br />STRINGER MUST MAKE F <br />CONTACT WITH LANDING <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER--- <br />2x4 CUT ON BEVEL ' <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />F SECTI <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER -' <br />2x4 CUT ON BE <br />VELL� <br />DOES NOT BEAR IN <br />WALL <br />SE <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />CTIO <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />-----2x12 SYP <br />BEARS IN WALL <br />'--2x6 SYP <br />B� <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER <br />MAINTAIN BETWEEN 4" <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 STRAP GLUED TO <br />2x4 DRAFT RISER AND TREAD <br />STOP / <br />2x4 SYP BLOCKING <br />/2x4 PT NOTCHED INTO STRINGER FOR STRAP <br />AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ <br />/ AT STRINGER CONTACT POINTS \ NAI S) x 1 1/2" <br />NAILS) / <br />ON VIEW "A" <br />SECTION VIEW "B" <br />SCALE: 1" = V-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />61, <br />—2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS I <br />�x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 C <br />ROVIDE MOISTURE <br />PROTECTION <br />y <br />ALL COMPONENTS <br />R TO CONC. W/ 4" X <br />CONS @ MAX. 32" O.C. —ATTACH ALL COMPONENTS GLUED AND <br />OF STAIR TO CONC. W/ J" X NAILED TO STRINGER <br />2" TAPCONS @ MAX. 32" O.C. / <br />G . 1 SECTION VIEW "C" <br />\ SCALE: 1" = 1'-0" <br />TOP / 1 <br />STRINGER <br />I <br />/ 1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />STRINGERS <br />R <br />2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />2x4 SYP BLOCKING <br />FOR STRAP <br />2x4 PT NOTCHED INTO STRINGER (SIMPSON14)1Od MTS12 w/ <br />AND NAILED TO FLOOR WITH GLU NAILS) <br />x 1 1/2" <br />/ AT STRINGER CONTACT POINTS \ NAI <br />J <br />N VIEW "D" SECTION VIEW "E" <br />SCALE: 1" = 1'-0" <br />PLYWOOD <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />-----2x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'4" <br />U <br />2x4 GLUED <br />AND NAILED <br />SCALE: 1" = 1'-0" <br />STRINGER <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />\ FLOOR TRUSS OR CONN. TO BOTTOM <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />PER CONTRACTOR <br />' (2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING <br />OSB OR PLYWOOD BELOW ALL NEWEL POSTLZ <br />OR 1"X16" LVL FROM JOIST TO JOIST. USE <br />ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND <br />@ 6" O.C. TOP, BOTTOM NAILED TO JOIST. <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = 1'-0" <br />NEWEL POST <br />BLOCKING <br />SCALE: 1" = 1'-0" <br />WALLJOINT <br />YWALL TO <br />/ER JOISTS) <br />STUD NAILED AND <br />IED TO TOP PLATE <br />CUT INTO RIM BAND, <br />)ED AND NAILED TO <br />BRING WALL BELOW <br />MALL JOINT <br />YWALL TO <br />/ER JOISTS) <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 />SECTION D- D BEVEL GLUED H <br />AND NAILED T <br />LVL <br />SCALE: 1" = 1'-0' <br />2-2x8 2X STRING R <br />-3/4 PLYWOOD 3/4 PLYWOOD SYP 2X B OCKING <br />ON DECK ON DECK BEAM <br />H BEARING SIMPSON MTS 2 w/ <br />—2x8 SYP GLUED 2x4 SYP BLOCKINGX x8 SYP GLUED 2x8 IN WALL (14) 10d x 1 1/2" NAILS <br />—\ <br />AND NAILED TO �t <br />FOR STRAP AND NAILED TO SYP <br />FRAMING (SIMPSON MTS12 w/ R 2X BLOC ING <br />FRAMING GLUE REIR <br />(14) 10d x 1 1/2" <br />2x4 DRAFT 2x12 NAILS) 2x4 DRAFT NAIDLE VARIES <br />STOP TREAD STOP TO <br />GLUED FRAMING <br />NAIDLE SECTION VIEW "H" <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU NOT TOUCH STRINGERS <br />AT STRINGER CONTACT x GLUED AND NAILED TO STRINGER <br />POINTS FOR DRYWALL SPACING <br />B <br />H <br />/E\ SECTION VIEW <br />_ SCALE: 4" = 1'-0" <br />2x4 <br />NOTE: 2x8 <br />DRYWALL STOP <br />\NOT SHOWN <br />F SECTION VIEW <br />SCALE: " = 1'-0" <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = 1'-0" <br />v <br />t�0 <br />0 <br />Cv <br />> W <br />{� <br />O L+ C7 <br />0 <br />CL M <br />C A Q.) N <br />_ 9 m x <br />+� C U- d <br />N td O L <br />1/l d O N <br />W <br />a� y <br />gw E s c <br />d a =a <br />3 cc <br />eo V a� a <br />a . c� u <br />c ca <br />N a' <br />c E <br />co c <br />a. <br />0 <br />sae4�cccccsce�rit <br />-X ?,0 vJ sdfP,4 <br />vv`r� <br />(J <br />2 <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />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 />fA <br />v Eo <br />co <br />IW,0 <br />V <br />0 <br />� C N r <br />'' CO <br />r'nn� S <br />tl> <br />Q <br />�04v u w <br />C J W <br />W <br />Jwu: a <br />Z <br />0 <br />a 4 <br />=�� <br />W <br />0M owm <br />W <br />Z <br />LL0 <br />to 0 w <br />LO N Q k <br />Z <br />N OU <br />co <br />W <br />❑ ❑ <br />N fM <br />z CN <br />z <br />� <br />zoo <br />Q v <br />J <br />cz <br />GA(D <br />— <br />w � <br />o M <br />O <br />w s <br />V) <br />�M <br />rn <br />vdi <br />J <br />as1!J <br />�s <br />I <br />o <br />CD <br />w <br />Mz <br />M <br />O <br />U- <br />8 <br />i <br />1. <br />�o <br />8cc <br />Fz <br />❑a <br />I— 6 <br />O <br />�U <br />U <br />g� <br />z <br />O <br />N <br />i <br />�< <br />a z <br />aSo <br />1 z <br />w� <br />d <br />Na) <br />_ C <br />1= <br />�Y°Z. <br />U <br />mo <br />z, <br />''<w <br />z <br />a)�m <br />J <br />C <br />Z z <br />fn <br />3 <br />Q� <br />g� <br />nU <br />a z <br />W <br />T 3 <br />it 0 <br />a:, <br />= <br />a¢ <br />�0 <br />J <br />O <br />;o <br />x <br />zla <br />a <br />o 3 <br />O <br />>M <br />rn <br />2 <br />�a <br />0 <br />co r-1 <br />ACID <br />_ <br />:3 O <br />Y <br />co <br />(D <br />112- <br />U) m <br />CV <br />CLO <br />1l:T <br />co N <br />O <br />O <br />N <br />Lo <br />0000 <br />.-- <br />ui <br />m <br />4' M <br />w <br />M <br />io 00 <br />o <br />Z <br />Z <br />E T <br />m <br />c <br />ci <br />FL <br />o <br />la -j <br />a o <br />C <br />JOB <br />NO : <br />22-09406 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />ST <br />
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