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36125 Stable Wilk Ave
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36125 Stable Wilk Ave
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Last modified
3/21/2025 8:24:10 AM
Creation date
2/19/2025 9:58:56 AM
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Building Plans
Street #
36125
Location
Stable Wilk Ave
Contractor
Lennar Homes LLC
Building Plans - Permit #
18231
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ILA <br />THEN WRAPPED AROUND STUD (USP C <br />MTW12) <br />PLAN VIEW <br />SCALE: = 1'4" <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 />314" RISER CUT TO FIT <br />MAINTAIN BETWEEN 4" <br />AND 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 GLUE -AT <br />STRINGER CONTACT <br />POINTS <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />2x4 syp <br />blocking <br />strap (U <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: 2' = 1'-0" <br />STRINGER MUST MP <br />CONTACT WITH LAN <br />2x4 CUT G, <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />F SE <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL <br />SE <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER 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 <br />STRAP GLUED TO <br />RISER AND TREAD <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />B2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 C <br />L-2x4 SYP BLOCKING <br />I PT NOTCHED INTO STRINGER FOR STRAP <br />D NAILED TO FLOOR WITH GLUE (USP MTW12) BEHIND <br />STRINGER CONTACT POINTS RISER ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/ 4' X <br />2 4" TAPCONS @ MAX. 32" O.C. <br />CTION VIEW "A" <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />2x12 SYP B <br />IN WALL <br />2x6 SYP <br />SCALE: 1" = 1'-0" <br />2x4 PT NOTCHED IK <br />AND NAILED TO FL( <br />AT STRINGER CON- <br />CTI ON VIEW "D" <br />SCALE: 1" = 1'-0" <br />FILLER STRIPS ADDED <br />4" PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />2x12 SYP <br />04 <br />BEARS IN WALL <br />BULLNOSE <br />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 />H <br />—2x8 SYP GLUED <br />AND NAILED TO <br />FRAMING <br />2x12 <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 />H <br />u <br />BLOCKI FOR <br />STRAP ( SP <br />MTW12) <br />7x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />iLUED AND NAILED TO STRINGER <br />DRYWALL SPACING <br />SECTION VIEW "B" <br />SCALE: 1" = 1'-0" <br />ER <br />SECTION VIEW "E" <br />SCALE: 1" = 1'-0" <br />E SECTION VIEW <br />SCALE: Z' = V-0" <br />.4 GLUED AND NAILED TO STRINGER <br />DRAFT <br />)P <br />8 SYP DRYWALL STOP <br />JST NOT TOUCH <br />-RINGERS G <br />x4 BLOCKING FOR 2x12 <br />x4 PT UNDER 2x12 <br />NOTE: <br />REFER TO STAIR DETAIL ON <br />ARCHITECTURAL PLANS FOR <br />FIRE BLOCKING LOCATIONS <br />AND SPECIFICATIONS. <br />3/4 PLY" <br />ON DECK <br />—2x8 SYF <br />AND N/ <br />FRAMII` <br />2x4 BLOCK <br />C <br />ou-v L:I- iawcv <br />AND NAILED TO <br />LVL <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH fSTRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER <br />/ --PROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/ 4" X <br />2 4" TAPCONS @ MAX. 32" O.C. <br />—1x4 GLUED AND <br />NAILED TO STRINGER <br />SECTION VIEW "C" <br />SCALE: 1" = 1'-0" <br />CONN. TO BOTTOM <br />OF NEWEL POST <br />PER CONTRACTOR <br />)ER PROVIDE SOLID BLOCKING <br />✓L BELOW ALL NEWEL POST <br />FROM JOIST TO JOIST. USE EEJ <br />2 X 12 BLOCKS, GLUED AND <br />NAILED TO JOIST. <br />NEWEL POST <br />SECTION VIEW "G" <br />SCALE: 1" = 1'-0" <br />BLOCKING <br />SCALE: 1" = 1'-0" <br />0 1 /Xlrx UUIVZ:) I I%UU I I UIN Ur. I AILS <br />(IF 11X17 REDUCE SCALE .5) <br />SCALE: AS NOTED <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />NTO RIM BAND, <br />JD NAILED TO <br />WALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />2X <br />USP (1 <br />u <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 />TRUSSES <br />ECTI ON VIEW "H" <br />SCALE: 1" = 1'-0" <br />L -I <br />= W H <br />H <br />Ct Z W <br />w Q 0 <br />LL <br />Q <br />(n <br />o <br />O <br />> <br />> .J <br />W a- w <br />= <br />H <br />N <br />w O <br />Ow <br />Q w <br />2m� <br />o <br />_A `; <br />0 ~ <br />F- O w <br />P <br />'u T <br />LLLO <br />U <br />FF <br />Q T <br />} i <br />W (Dw <br />r <br />Q �� <br />W�n� <br />Q�.M;« <br />�W <br />0 <br />1=- F=- <br />Q <br />E <br />O <br />_W L C 'O C! <br />CN W <br />.0.N4— D M t <br />N V <br />O� U o <br />0 <br />�( m Q <br />V) <br />�N w O <br />i <br />W O0 <br />U <br />O. <br />W <br />(� W <br />0L to <br />w~Q �2_j <br />QZ)-�U)Q�w'<n'000�O <br />w0~ <br />�m�YZ� Z <br />Q V <br />D�X ZLL <br />zZ>-, F-QF- <br />Z) F— H <br />C'Jw��QZQWQ�mZZ <br />6- rnww <br />U <br />F � <br />U) LL <br />Q~wp �Fz2WOo2O�Q <br />O Q 0 O <br />0¢ Q� Q <br />I- L- <br />O <br />C\1 <br />z W <br />O� <br />> (n O <br />CD 0 <br />ID <br />Q M O <br />LO <br />CO <br />C LL <br />G U <br />W 0- co <br />Q Q CO <br />z V I— <br />W , <br />W <br />J0 <br />O <br />J <br />d' <br />O <br />N <br />O <br />N <br />O <br />�� <br />N <br />d' <br />o <br />N o>� <br />�LO <br />O <br />Z z <br />WO <br />(v <br />Wu�- <br />� to <br />Uo�0 <br />N <br />a) <br />z <br />�O�d <br />.> <br />Q <br />Owl-1-- <br />`r <br />( 1'� <br />`J <br />I- � <br />Q <br />~co0Z <br />W <br />�z <br />-J <br />n/ <br />T..� <br />�Z <br />OZz <br />oQ <br />oo <br />��w W <br />rl <br />Wzz <br />ry <br />Z <br />z <br />F_ 0 <br />OU_j <br />_o <br />W <br />z <br />ST <br />a <br />< <br />Z <br />W <br />w <br />J <br />W <br />LAST PLOT <br />DATE <br />Q <br />>(V <br />Dec. 21, 16 <br />Z o <br />STAIR DETAILS <br />
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