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38100-38121 Fall Stone Way
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38100-38121 Fall Stone Way
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Last modified
3/4/2025 3:07:53 PM
Creation date
2/19/2025 10:03:42 AM
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Building Plans
Street #
38100-38121
Location
Fall Stone Way
Contractor
Lennar
Building Plans - Permit #
Unknown
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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 GLU <br />NAILED MATCH NOS <br />OTHER l <br />\ ', <br />T--ALIGN THIS STUD WITH <br />3YP CUT TO FIT 1 ' <br />%RS IN WALL I <br />---2x12 SYP <br />BEARS IN WALL I I <br />-2x6 SYP / 1 <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" / <br />NAILS) <br />fIEW "A" <br />SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />/ 61, \ <br />—3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN 4" <br />AND 2" 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 />J <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER ;7\ FSIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER <br />-2x4 DRAFT RISER AND TREAD <br />STOP / <br />-2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />I I 1 <br />l <br />BLOCKING FOR 2x12 <br />PT UNDER 2x12 <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/ 4" X <br />2 4' TAPCONS @ MAX. 32" O.C. <br />I <br />C <br />1 t <br />VIDE MOISTURE ' <br />\ TECTION <br />L:ATTACH ENTS / <br />STAIR/a' XTAPC32" O.C.1x4 G <br />NAILED TO STRINGER <br />G.1 — — SECTION VIEW "C" <br />� SCALE: 1" = 1'-0" <br />TOP OF / \ <br />STRINGER ' I <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />/ STOP ITN [ <br />2x8 SYP DRYWALL STOP I <br />MUST NOT TOUCH G <br />I I STRINGERS <br />I 2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />1 <br />\ 2x4 SYP BLOCKING <br />FOR STRAP <br />PT NOTCHED INTO STRINGER (SIMPSON14)1Od MTS12 w/ <br />D NAILED TO FLOOR WITH GLUE ) x 1 1/2" <br />NAILS) <br />STRINGER CONTACT POINTS \ NAI <br />MALL <br />SECTION VIEW "D" <br />SCALE: 1" = T-0" <br />FILLER STRIPS ADDED" PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />BULLNOS <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />2x12 SYP <br />BEARS IN WALL <br />E DETAIL <br />SCALE: 1" = 1'-0" <br />NGER <br />SLUED <br />NAILED <br />SECTION D—D <br />SCALE: 1" = 1'4" <br />3/4 PLYWOOD <br />ON DECK <br />3/4" RISER CUT TO FIT <br />2X4 SYP BLOCKING <br />MAINTAIN BETWEEN 1/4" <br />FOR STRAP (SIMPS0 <br />AND 1/2" GAP TOP AND <br />MTS12 w/ (14) 10d x 1 <br />2x8 SYP GLUED <br />BOTTOM, GLUED AND <br />1/2" NAILS) <br />AND NAILED TO <br />NAILED TO STRINGER <br />FRAMING <br />2x4 DRAFT 2x12 <br />STOP TREAD <br />2x12 TREAD , <br />GLUED <br />GLUED AND <br />AND <br />NAILED <br />NAILED <br />' <br />2x� <br />I <br />DRAFTS P <br />I <br />2x4 PT NOTCHED INTO <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />2x8 SYP DRYWALL STOP MUST <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLU <br />/ NOT TOUCH STRINGERS <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />AT STRINGER CONTACT <br />POINTS / \ <br />E/ <br />1x4 GLUED AND NAILED TO STRINGER <br />POINTS <br />B <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />_ SCALE: 2" = 1'-0" <br />SECTION VIEW "E" <br />SCALE: 1" = 1'-0" <br />IZ <br />I 3/4 PLYWOO1 <br />ON DECK <br />H 2X4 SYP FOR STRAP 2x4 SYP CKING BLO\ <br />11 x8 SYP GL <br />(SIMPSON MTS12 w/ AND NAIL[ <br />FRAMING <br />(14) 10d x 1 1/2" \ / <br />NAILS) 2x4 DRAFT <br />STOP <br />DRAFTS P <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />1x4/GLUED AND NAILED TO STRINGER <br />XOR DRYWALL SPACING <br />—H <br />SE <br />CTION VIEW <br />SCALE: 2" = 1'-0" <br />2x4 BLOCKING <br />C NOTE: 2x8 ' <br />\ DRYWALL STOP / <br />NOT SHOWN <br />STRINGER Ix <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />SE <br />FLOOR TRUSS OR CONN. TO <br />GIRDER, FIELD VERIFY OF NEWEL <br />\ PER CONT <br />V <br />(2) LAYER 2" EDGE GOLD PROVIDE SOLID BLOCKING <br />OSB OR PLYWOOD BELOW ALL NEWEL POST <br />OR 1 a"X16" LVL FROM JOIST TO JOIST. USE <br />ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED ANC <br />@ 6" O.C. TOP, BOTTOM NAILED TO JOIST. <br />AND VERT. <br />NEWEL POST <br />CTION VIEW "G" BLOCKING <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />\ <br />F SECTION VIEW <br />SCALE: 2" = 1'-0" <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />WALL JOINT <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 />:L POST LET INTO <br />;LOCK <br />IDE <br />KING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />'WALL JOINT <br />YWALL TO <br />/ER JOISTS) <br />H <br />2X STRING�R <br />2X BI/ <br />OCKING <br />SIMPSON MTS12 w/ <br />I <br />(14) 10d x S <br />\2D <br />OR <br />3FtD <br />/ 2X BLOCk�ING <br />RIStkR <br />/ <br />VARIE <br />SECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />� <br />d <br />CD <br />a o <br />c+ <br />C R V N <br />•_ ,A- as <br />co o ._ <br />in <br />m <br />d� <br />N Y <br />CD <br />>> m <br />3: L <br />� d .a <br />CU c a <br />y � <br />E <br />♦ e1 <br />co <br />C; <br />s <br />�r�F �op� 4�S 10 <br />w <br />To the best of the Engineer's knowledge, information and belief, <br />the structural <br />plans and <br />specifications contained within these <br />drawings comply with <br />the 2020 Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering <br />portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />NN <br />W �Fz <br />0 <br />a s <br />_.� <br />0 N <br />U) <br />Q N M Ov LL <br />C u <br />J w <br />J�� i , a <br />C13 <br />�i w <br />Z -� a 4 <br />m Cr v �n <br />��°0 5 <br />w o <br />; O <br />W o <br />dn-a <br />og^ <br />W r4 CN <br />T. N �Z J J <br />Z OU 0 <br />0 <br />W ❑0 <br />o� <br />O <br />Q <br />J <br />cl- <br />n <br />M <br />N z <br />Cz <br />0 <br />4-+ C10 <br />f6 a„ <br />O w o <br />V) <br />N U) <br />U & <br />- M 8 <br />Big,- J E <br />mI <br />U o N <br />0 <br />N <br />o <br />co <br />w <br />z <br />M <br />¢ <br />o <br />z¢ <br />g <br />J <br />LL <br />Q E <br />OU <br />w o <br />ova <br />(O <br />qz <br />UO <br />— <br />0 E <br />N <br />g� <br />X U <br />0< <br />z <br />U U <br />o� <br />az <br />i <br />¢ o <br />g <br />m0 <br />n3 <br />Y <br />U <br />O <br />O <br />Z <br />Y Z <br />CL <br />oa <br />w <br />go <br />mw <br />> ?) <br />U <br />W <br />< ¢ <br />= <br />O <br />J z <br />wa <br />h <br />�o <br />co <br />v <br />zla <br />aF <br />3 <br />o r <br />ui <br />C %4 <br />CU <br />C� <br />L <br />N <br />C <br />r <br />N <br />N <br />`M <br />N <br />T <br />N <br />U) <br />v <br />O0 <br />a <br />N <br />Lid <br />O <br />Lo <br />0 <br />_ <br />0 <br />O <br />T- <br />i <br />Ew <br />E <br />r <br />o <br />(l5 <br />� <br />O to <br />z <br />z <br />E <br />E <br />N <br />N <br />'O <br />m <br />a <br />o <br />U <br />Q p <br />C <br />JOB <br />NO: <br />22-09475-09478 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S T <br />
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