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36403 Well Hill Way
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36403 Well Hill Way
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Last modified
3/5/2025 4:14:25 PM
Creation date
2/25/2025 9:40:07 AM
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Building Plans
Street #
36403
Location
Well Hill Way
Contractor
Lennar Homes LLC
Building Plans - Permit #
6702
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SCALE: " 2= 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 SPF NOSING GLUI <br />NAILED MATCH NOS <br />OTHER i <br />2x4 SYP BLOCKING <br />FOR STRAP (SIMPSON <br />MTS12 w/ (14) 10d x 1 <br />1/2" NAILS) <br />2x� <br />DRAFTS P <br />2x4 PT NOTCHED INTOI Vill <br />STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU / NOT TOUCH STRINGERS <br />AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS 1,4 GLUED AND NAILED TO STRINGER <br />E � - FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: f = 1'-0" <br />V VF1LL <br />3YP CUT TO FIT I <br />aRS IN WALL I <br />2x12 SYP <br />BEARS IN WALL <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 NAILSS)) x 1 1/2" <br />/ � \ NAILS) <br />3/4" RISER CUT TO FIT <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 <br />STRAP GLUED TO <br />/ 2x4 DRAFT <br />RISER AND TREAD <br />/STOP / <br />2x8 SYP DRYWALL STOP MUST <br />�NOTTOUCH STRINGERS I <br />I I <br />rI EW "A" SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />___[ <br />BLOCKING FOR 2x12 <br />PT UNDER 2x12 <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/J" X <br />2 -1" TAPCONS @ MAX. 32" O.C. <br />G.1 <br />TOP OF / <br />STRINGER I <br />1x4 GLUED AND NAILED TO STRINGER / \ <br />2x4 DRAFT / STOP <br />2x8 SYP DRYWALL STOP <br />/ MUST NOT TOUCH <br />STRINGERS <br />I <br />E2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 <br />\ <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />I PT NOTCHED INTO STRINGER\ <br />D NAILED TO FLOOR WITH GLU <br />(14) 10d x 1 1/2" <br />NAILS) <br />STRINGER CONTACT POINTS <br />SECTION VIEW "D" <br />SCALE: 1" = 1'-0" <br />FILLER STRIPS ADDED a' PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />2x12 SYP <br />9 �T BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'-0" <br />LINGER <br />GLUED <br />D NAILED <br />SECTION <br />D-D <br />SCALE: 1" = 1'-0" <br />-3/4 PLYWOOD <br />1 <br />ON DECK <br />—2x8 SYP GLUED H <br />2x4 SYP BLOCKING <br />AND NAILED TO <br />FOR STRAP <br />FRAMING <br />(SIMPSON MTS12 w/ <br />(14) 1 Od x 1 1/2" <br />2x4 DRAFT 2x12 <br />NAILS) <br />/ <br />STOP TREAD <br />GLUED <br />A <br />AND <br />SECTION VIEW "E" <br />SCALE: 1" = 1'-0" <br />3/4 PLYWOO1 <br />ON DECK <br />x8 SYP GLi <br />/ AND NAILE1 <br />FRAMING <br />2x4 DRAFT <br />STOP <br />2x�J <br />DRAFTS P <br />2x4 PT NOTCHED INTO 9-19 <br />STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLUE- NOT TOUCH STRINGERS <br />AT STRINGER CONTACT 1x GLUED AND NAILED TO STRINGER <br />POINTS /FOR DRYWALL SPACING <br />B <br />H <br />E SECTION VIEW <br />SCALE:" = 1'-0" <br />2x4 BLOCKING <br />C NOTE: 2x8 <br />DRYWALL STOP / <br />\ NOT SHOWN / <br />G <br />SIMPSON A35 <br />OR LSC EACH <br />STRINGER <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 <br />2x12 SYP- <br />STRINGER <br />SCAB 2x4 GLUED AND NAILED (EACH <br />SIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER <br />\ ROVIDE MOISTURE / <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />\ OF STAIR TO CONC. W/ 4' X / <br />2 a' TAPCONS @MAX. 32" O.C. <br />\ 1x4 GLUED AND <br />NAILED TO STRINGER <br />SECTION VIEW "C" <br />SCALE: 1" = V-0" <br />\ <br />FLOOR TRUSS OR <br />CONN. TO BOTT <br />\ <br />/ <br />GIRDER, FIELD VERIFY <br />OF NEWEL POS- <br />PER CONTRACT <br />(2) LAYER 2' EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 a'X16" LVL <br />ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = V-0" <br />SE <br />CTION VIEW <br />SCALE:" = 1'-0" <br />PROVIDE SOLID BLOCKING <br />BELOW ALL NEWEL POST <br />FROM JOIST TO JOIST. USE <br />2 X 12 BLOCKS, GLUED AND <br />NAILED TO JOIST. <br />NEWEL P <br />OST <br />BLOCKING <br />SCALE: 1" = 1'-0" <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) <br />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 />kRING WALL BELOW <br />POST LET INTO <br />_OCK <br />DE <br />"ING <br />1X8 BLOCKING <br />-OR NEWEL POST <br />70 ANCHOR TO. <br />GLUED AND NAILED) <br />LOOR <br />TRUSSES <br />(WALL JOINT <br />YWALL TO <br />/ER JOISTS) <br />H <br />2X STRINGIiR <br />2X B ILOCKING <br />SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" `NAILS <br />2�VD OR 2X BLOC�CING <br />RIS*2 <br />VARIES <br />SECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />N <br />> W <br />� <br />o at <br />C-) C— o <br />c M C-,cti <br />a <br />m <br />Z,7 O L <br />p C'V <br />214 <br />c, x <br />as a s m <br />E c <br />v o c <br />Q� <br />c <br />_- <br />�,t'I�ff�f;}OFI <br />u <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 Florida Building <br />Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />W E <br />a � <br />5 o c <br />o <br />o r <br />w 4,5 <br />�� <br />co <br />rn wrrN- <br />N i v <br />=� <br />f <br />'° " <br />4 <br />Co U- <br />LLw <br />0 <br />(� <br />z - 'o � <br />w <br />a <br />L a@ <br />W 3'MN CO <br />W <br />o <br />0 <br />"o 0 <br />Z N Z <br />IL <br />Q J <br />N <br />Z OU <br />W <br />❑ ❑ <br />_ a g <br />< N <br />O <br />Q, <br />QE3 <br />a <br />U) <br />to r' <br />c� o <br />Q) <br />W <br />� <br />U <br />O w o <br />U <br />N � y <br />CD <br />U c <br />— _ E <br />8 <br />ai <br />c� o <br />o <br />w <br />U- <br />¢ <br />z <br />z <br />U- <br />m E <br />zo <br />oz <br />>m <br />Q� <br />14 <br />E OV <br />t— a� <br />O <br />oz-Z <br />wa <br />-o <br />z�r <br />° i <br />0 Z <br />� ` <br />Cn 8 <br />ca <br />¢ z <br />mO <br />0� <br />z <br />' C <br />m °J <br />o� <br />"m <br />zF <br />�w <br />�� <br />zz <br />QU <br />W <br />C/J <br />m <br />o <br />ap10� <br />a z <br />F� <br />dz <br />S� <br />o <br />Jw <br /><Q <br />�0 <br />; o <br />ch <br />v <br />a F <br />zla <br />o 3 <br />c O <br />2 <br />_o O <br />I1/ <br />> <br />L6 <br />O <br />6 <br />rn <br />m <br />O <br />^` <br />i <br />T <br />Cr <br />U <br />m <br />LO <br />O <br />� <br />O <br />M <br />> <br />M <br />O N <br />r <br />T <br />Q LO <br />E <br />M � <br />U*) <br />o <br />z <br />z <br />N <br />E T <br />c <br />a <br />a a? <br />U Q 0 <br />c <br />JOB <br />NO : 23-06114 <br />SCALE: AS NOTED <br />SHEET NO. <br />ST <br />
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