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3181 Kresterbrooke Ln
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3181 Kresterbrooke Ln
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Last modified
3/20/2025 2:35:47 PM
Creation date
2/27/2025 1:08:08 PM
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Building Plans
Street #
3181
Location
Kresterbooke Ln
Contractor
Lennar Homes LLC
Building Plans - Permit #
Unknown
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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 />13/4x11 <br />J VL <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />2x4 UNDER STRINGER GLUED AN <br />NAILED TO LANDING BLOCKING <br />D <br />2x4 PT NOTCH_ <br />INTO STRINGER <br />H D <br />i-2x8 BLOCKING FOR STRAP <br />L-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 />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />\ �9 <br />3/4" RISER CUT TO FIT <br />2X4 SYP BLOCKING <br />MAINTAIN BETWEEN 1/4" <br />FOR STRAP (SIMPSON <br />AND 1/2" GAP TOP AND <br />MTS12 w/ (14) 10d x 1 <br />BOTTOM, GLUED AND <br />1/2" NAILS) <br />NAILED TO STRINGER <br />2x12 TREAD <br />GLUED AND <br />NAILED —\ <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU NOT TOUCH STRINGERS <br />STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS x4 GLUED AND NAILED TO STRINGER <br />E FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE:" = 1'-0" <br />STRINGER MUST MAKE F <br />CONTACT WITH LANDING <br />JOIST <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />1 D WALL GLUED TO <br />1 F 2x8 <br />SYP <br />2x8 SYP <br />2x8 <br />SYP <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />---2x12 SYP <br />BEARS IN WALL <br />`-2x6 SYP <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 J" / <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 />FZA <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <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 \ (14) 10d x 1 1/2" NAILS) <br />SECTION VIEW "A" SECTION VIEW "B" <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />BLOCKING FOR 2x12 <br />PT UNDER 2x12 <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/J" X <br />2" TAPCONS @ MAX. 32" O.C. <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />2x SYP CUT TO FIT <br />MUST NOT TOUCH <br />STRINGERS <br />BEARS IN WALL <br />2x12 SYP BEARS <br />E <br />IN WALL <br />2x4 BLOCKING FOR 2x12 <br />)� <br />2x4 PT UNDER 2x12 <br />— 2x6 SYP <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />/2x4 PT NOTCHED INTO STRINGER <br />(14) 10d x 1 1/2" NAILS) <br />AND NAILED TO FLOOR WITH GLUE <br />2x4 CUT ON BEVEL/ I I I I � AT STRINGER CONTACT POINTS \ <br />DOES NOT BEAR IN <br />WALL <br />SECTION VIEW "D" SECTION VIEW "E" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />FILLER STRIPS ADDED " PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />-----2-x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'-0" <br />2x4 GLUED <br />AND NAILED <br />SECTION D-D <br />3/4 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 />NAILED <br />2X4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE -AT <br />STRINGER CONTACT <br />POINTS <br />SCALE: 1" = V-0" <br />`7Lx8 SYP DRYWALL STOP MUST <br />N <br />NOT TOUCH STRINGERS <br />L14/GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />E SECTION VIEW <br />SCALE: " = 1'-0" <br />-3/4 PLYWC <br />ON DECK <br />--2x8 SYP <br />AND NAI <br />FRAMIN( <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKI <br />C —, NOTE: 2x8 <br />DRYWALL STOP <br />NOT SHOWN <br />2X4 CUT ON <br />BEVEL GLUED AND NAILED TO <br />LVL <br />cr-- <br />ROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/" X <br />2" TAPCONS @ MAX. 32" O.C. <br />1x4 GLUED AND <br />\ NAILED TO STRINGER <br />\\ J <br />SECTION VIEW "C" <br />SCALE: 1" = 1'-0" <br />TOP OF <br />STRINGER <br />CONN. TO BOTT <br />OF NEWEL POS- <br />PER CONTRACT <br />a <br />M <br />FLOOR GIRDER PROVIDE SOLID BLOCKING <br />OR 1 x 16" VL BELOW ALL NEWEL POST <br />FROM JOIST TO JOIST. USE <br />2 X 12 BLOCKS, GLUED AND <br />NAILED TO JOIST. <br />NEWEL POST <br />SECTION VIEW "G" <br />SCALE: 1" = V-0" <br />F SECTION VIEW <br />SCALE: }" = 1'-0" <br />BLOCKING <br />SCALE: 1" = V-0" <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />:L POST LET INTO <br />ILOCK <br />I DE <br />KING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />VTO RIM BAND, <br />ID NAILED TO <br />WALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />H <br />2X STRING R <br />2X B OCKING <br />PSON MTS 2 w/ <br />10d x 1 1/2" NAILS <br />D OR <br />3 <br />2X BLOC NG <br />RIS <br />VARIES�l h;d <br />—I--, <br />ECTION VIEW "H" <br />SCALE: 1" = V-0" <br />V_ <br />C9 <br />z M <br />Z <br />Z <br />Q <br />a. <br />U) z <br />W <br />Ln (D <br />N <br />4••-i w <br />(1) C) <br />•U <br />— <br />0 = <br />120 <br />o <br />c <br />LO <br />Al <br />B D. <br />,I <br />1 0 <br />/r <br />00 <br />`ill'IF <br />MvH <br />le <br />— R <br />R <br />� ' <br />LLj <br />�a <br />be the best of th in J�IWo�we led® irlfpr,�� on„ <br />belief, the structure s .a s ont y1,a <br />within these drawings wtth a 2017 ft <br />Building Code - Residential 6Ais <br />signature and seal is only for the s engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />CD <br />Z N <br />Opt\ <br />M C <br />M <br />Q Ln r <br />0. V)•��t <br /><CL°� <br />d � <br />� <br />GC U CO <br />Q <br />E� <br />Z � � <br />w <br />d- <br />�a <br />rdr.�a <br />� o <br />_z <br />WM <br />W <br />� ® <br />go <br />N <br />J <br />H <br />R <br />^ ' <br />y , <br />w <br />v, : <br />O <br />Q <br />0 <br />8 <br />W <br />0 <br />Z <br />IOU <br />I'I Wf' <br />O�r,I 1 <br />J <br />c <br />�1,81 <br />�j3 <br />Z <br />W <br />J <br />.-1 <br />L n <br />--I <br />W <br />Z <br />LLI <br />x <br />Zg <br />U. <br />� Z <br />� <br />m <br />O <br />N <br />oo <br />Z <br />g <br />W <br />= <br />rn <br />,--I <br />a <br />U) <br />SCALE : AS NOTED <br />DATE : 1 /4/2018 <br />TECH: EMND <br />VERSION NO. 10 <br />SHEET NO. <br />ST <br />
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