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36515 Well Hill Way
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36515 Well Hill Way
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Last modified
3/21/2025 10:49:03 AM
Creation date
2/27/2025 11:17:19 AM
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Building Plans
Street #
36515
Location
Well Hill Way
Contractor
Lennar Homes
Building Plans - Permit #
6512
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� l 1 <br />SCALE: " = 1'-0" <br />E: <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 />3/4" RISER CUT TO FIT 2x4 SYP BLOCKING 11 <br />MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON <br />AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 <br />BOTTOM, GLUED AND 1/2" NAILS) <br />NAILED TO STRINGER \ / <br />2x12 TREAD <br />GLUED AND <br />NAILED <br />2x� <br />I DRAFTS P <br />2x4 PT NOTCHED INTO \ 2x8 SYP DRYWALL STOP MUST <br />STRINGER AND TAPCONED NOT TOUCH STRINGERS <br />INTO FLOOR WITH GLU <br />AT STRINGER CONTACT \ / / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS / \ _ _ 1x4 GLUED AND NAILED TO STRINGER <br />E—/ FOR DRYWALL SPACING <br />H SECTION VIEW <br />_ SCALE: " = 1'-0" <br />V V/1LL <br />A <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />SYP CUT TO FIT 1 <br />4RS IN WALL I <br />2x12 SYP <br />BEARS IN WALL I <br />2x6 SYP / <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 />(IEW "A" <br />SECTION VIEW "B" <br />SCALE: 1" = V-0" SCALE: 1" = T-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />—3/4" RISER CUT TO FIT STRINGER <br />MAINTAIN BETWEEN If <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 />I <br />I <br />_2x4 BLOCKING FOR 2x12 <br />—2x4 PT UNDER 2x12 C I <br />I 1 tRNC <br />E MOISTURE I <br />\ CTION / <br />ATTACHS / <br />OF STAIX <br />2" TAPO.C. <br />—ATTACH ALL COMPONENTS 1x4 <br />OF STAIR TO CONC. W/4" X \ NAILED TO STRINGER / <br />2 4" TAPCONS @ MAX. 32" O.C. \ / <br />GA _ <br />TOP OF <br />STRINGER <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />/ STOP �N [ <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />I I STRINGERS <br />EI 2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />1 2x4 PT UNDER 2x12 OR LSC EACH <br />\ 2x4 SYP BLOCKING <br />FOR STRAP <br />I PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ <br />D NAILED TO FLOOR WITH GLU V(14) 1Od x 1 1/2" <br />STRINGER CONTACT POINTS \ <br />SECTION VIEW "D" <br />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 />x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'4' <br />NGER <br />SLUED <br />NAILED <br />SECTION D—D <br />SCALE. 1 = 1 -0 <br />-3/4 PLYWOOD <br />ON DECK <br />—2x8 SYP GLUED <br />AND NAILED <br />TO <br />FRAMING <br />2x4 DRAFT <br />2x12 <br />STOP <br />TREAD <br />GLUED <br />AND <br />NAILEC <br />I/ <br />1 <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE <br />AT STRINGER CONTACT <br />POINTS <br />H <br />0 <br />2X4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />`t2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />L4/GLUED AND NAILED TO STRINGER <br />\ KOR DRYWALL SPACING <br />H <br />SECTION VIEW "E" <br />E SECTION VIEW <br />SCALE: " = 1'-0" <br />SCALE: 1" = V-0" <br />3/4 PLYWOO1 <br />ON DECK <br />2x8 SYP GLi <br />AND NAILE[ <br />FRAMING <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKING <br />NOTE: 2x8 ' <br />\ DRYWALL STOP <br />NOT SHOWN <br />STRINGER �K <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />SECTION VIEW "C" <br />SCALE: 1" = 1'-0" <br />FLOOR TRUSS OR CONN. TO BOTT <br />GIRDER, FIELD VERIFY OF NEWEL POS <br />\ PER CONTRACT <br />' / V <br />I <br />1 <br />a <br />7 <br />(2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING <br />OSB OR PLYWOOD BELOW ALL NEWEL POST <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 />NEWEL P <br />SECTION VIEW "G" <br />SCALE: 1" = 1'-0" <br />F SECTION VIEW <br />SCALE:" = 1'-0" <br />OST <br />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = V-0" <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />)TOP PLATE <br />NTO RIM BAND, <br />ID NAILED TO <br />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 />JOINT <br />-TO <br />)ISTS) <br />H� <br />II <br />2X BLOCKING <br />2X STRINAR <br />PSON MTSJ2 w/ <br />' <br />10d x 1 1/2"AILS <br />f�D OR <br />3 D <br />/ 2X BLO5K ING <br />RISLN3 <br />VARIE <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />0 <br />N <br />z i W <br />ca. o <br />y ! V L <br />y m O 10 <br />Q N 9rC <br />N <br />N <br />r C <br />a� u _ Q <br />ac 3 co <br />ie y a� sa <br />c <br />c � <br />Eo <br />0 <br />i <br />rF�k�;,vaa[o��/t�t/tJ/t��e�<rele��f <br />• <br />e �� <br />h�NT6 <br />' <br />J <br />F L O �. <br />��?pFE <br />r�'�rf/rilffPi�t4l,tl��ti�t <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />N <br />W E <br />O <br />a � <br />X <br />6 <br />M ViNa� J <br />M M ! 1 <br />Q C LL <br />n W <br />Ju_ii a <br />_ w <br />Z cc20O1 a 5 <br />13 <br />=;O <br />�. >IL rpNy o <br />v <br />WU) - 6 m w <br />Z oo � Cl) Z Q J <br />Z N O U U <br />W ❑ ❑ <br />Z N Cf <br />o <br />z <br />Z o <br />v <br />J <br />(Z � <br />N <br />(nv) 8 <br />Z � <br />w m <br />o a <br />U <br />0 <br />fn w o <br />Ln <br />� <br />I <br />U 'o �+ <br />c (D <br />N 0to <br />• <br />r. Q <br />see <br />o <br />M <br />J <br />o3 <br />Z <br />Z <br />< <br />I L E <br />Z o <br />T m <br />¢o <br />� O <br />wo <br />of <br />oa <br />H rp <br />�� <br />O <br />Ma <br />�zoz <br />00 <br />z <br />CD <br />wg <br />-Z <br />1z <br />t <br />N <br />¢o <br />.Q <br />y U <br />m0 <br />O1z <br />Z <br />z <br />m J <br />2 <br />m <br />1 F <br />Q W <br />2. <br />5 <br />8 3 <br />a <br />8 <br />g° <br />W <br />o <br />m <br />LL <br />H <br />Z <br />a <br />w� <br />M <br />v <br />¢ ¢ <br />d o <br />zl°d <br />0 3 <br />a <br />c 0 <br />2 <br />> LO <br />OCIO <br />m <br />C9 <br />L_ <br />0 <br />CN <br />Ln <br />i� <br />Cr >, <br />Y ca <br />T <br />v / <br />oLO <br />N <br />N <br />Qi <br />(� <br />Lo O <br />Ln <br />T <br />Q � LO <br />T <br />ai <br />M r <br />L <br />o <br />Z <br />z <br />`� <br />E N N <br />a <br />Ei <br />ci ¢ o <br />m <br />JOB <br />NO: 23-06122 <br />SCALE : AS NOTED <br />SHEET NO. <br />ST <br />
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