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40009 Harmon Grove Ct
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40009 Harmon Grove Ct
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Last modified
3/21/2025 9:23:54 AM
Creation date
2/19/2025 10:26:49 AM
Metadata
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Building Plans
Street #
40009
Location
Harmon Grove Ct
Contractor
Lennar Homes
Building Plans - Permit #
2180
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1 _ I J _. .. , .. , . �_ �, _ i. � ., ._�.. , - _� _ __._ ���,_ _ i i i __.____.�'L1R1 .n �art1 ,i11 11P •,� <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 />\ �1 <br />3/4" RISER CUT TO FIT 2x4 SYP BLOCKING <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 />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 />VVHLL <br />3YP CUT TO FIT <br />kRS IN WALL <br />2x12 SYP <br />BEARS IN WALL <br />-2x6 SYP <br />2x4 PT NOTCHED INTO STRINGER - <br />AND NAILED TO FLOOR WITH GLUE <br />AT STRINGER CONTACT POINTS <br />FI EW "A" <br />SCALE: 1" = 1'-0" <br />E <br />PT NOTCHED INTO STRINGER <br />D NAILED TO FLOOR WITH GLU <br />STRINGER CONTACT POINTS <br />SECTION VIEW "D" <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />SCALE: 1" = 1'-0" <br />PLYWOOD <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />2x12 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" = 1'-0" <br />FT, <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" NAILS) <br />DR FT S P <br />/2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />ORDRYWALL <br />ED AND NAILED TO STRINGER <br />SPACING <br />/E <br />SE <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" NAILS) <br />SECTION VIEW "B" <br />-3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN" <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 />2x4 DRAFT <br />RISER AND TREAD <br />STOP <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />BLOCKING FOR 2x12 <br />PT UNDER 2x12 <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/T" X <br />2" TAPCONS @ MAX. 32" O.C. <br />G.1 <br />SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />TOP OF <br />6, STRINGER <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" NAILS) <br />SECTION VIEW "E" <br />SCALE: 1" = V-0" <br />CTION VIEW <br />SCALE:" <br />-3/4 PLYA <br />ON DECP <br />--2x8 SYI <br />AND W <br />FRAMIP <br />2x4 DRAF' <br />STOP <br />2x4 BLOCK <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />FSTRINGER <br />/ PROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/J" 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 />- 1x4 GLUED AND NAILED TO STRINGER FLOOR TRUSS OR <br />2x4 DRAFT GIRDER, FIELD VERIFY <br />STOP �N <br />-2x8 SYP DRYWALL STOP / I11 \ <br />MUST NOT TOUCH / M di -I <br />i <br />STRINGERS <br />2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 <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 />(2) LAYER" EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 t"X16" LVL <br />ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />CONN. TO BOTT, <br />OF NEWEL POST <br />PER CONTRACT, <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 />:L POST LET INTO <br />'LOCK <br />IDE <br />ACING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />NEWEL POST <br />SECTION VIEW "G" BLOCKING <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />0 1 /AIM UUIVO I MUU I IUIN UC I f-NILZ:) <br />(IF 11X17 REDUCE SCALE .5) 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 />u <br />PSON <br />10d x <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />r <br />0 <br />l <br />r <br />N <br />4 <br />p r <br />A P r <br />O <br />M <br />e4.: d: <br />Y '��G• <br />Q <br />s a <br />'> 3 •j <br />z <br />W <br />ro ' <br />0 <br />�� Now- r � `•i'�;• <br />��y <br />e <br />w <br />0 <br />Z <br />Q <br />Lo E <br />> c ; o <br />M IV- <br />d <br />Elmo <br />C6 <br />` .c O <br />u <br />_s <br />nN1 w iD <br />cO CC <br />c9 <br />W C M <br />�a <br />W <br />W 0 W <br />0 Ld uj w <br />w�a -i WQ�Q�zW <br />X:j�J�03�mI�iU000 <br />Q u <br />Q E- <br />Q <br /><aR-U)x 0Zm00t-~ <br />dU)W2Z0a00mZZ U <br />m.Lun->u)ww�inLLO<00 � <br />O <br />O Z <br />mw�Vp2U� <br />0Q o O =M O <br />I <br />O <br />O <br />N <br />ow <br />O <br />O <br />Q�CL �Ln <br />L (�% LL n <br />w L <br />Q <br />ce <br />Q > Q CD <br />Z H <br />Z <br />w <br />�o <br />l0 <br />CV <br />coc00000004 <br />O <br />O <br />O <br />N <br />O <br />N <br />O <br />N <br />C) <br />N <br />C) <br />N <br />N <br />N <br />CV <br />1 <br />' <br />r' <br />O <br />1 <br />O <br />C) <br />O <br />r <br />O <br />Q <br />N <br />0 <br />0 <br />C) <br />r- <br />e— <br />O <br />O O <br />' <br />0 <br />L <br />> <br />0 <br />N <br />0 <br />co <br />0 <br />0 <br />� <br />0 <br />I CO I <br />0 <br />1` <br />I..L <br />Z Z <br />-ZO <br />N <br />� W Cn <br />Uo�o <br />~ofW� <br />Lo <br />Z <br />zW~a <br />Of �- <br />�= <br />g <br />�moz <br />Z 3: <br />Q <br />m Z of <br />TI <br />aZZ <br />w I� <br />O-32z <br />a 00 <br />UDzz <br />■ <br />Z <br />Z <br />=QO <br />~ U <br />Q <br />O 0 <br />Q. <br />M0 <br />W <br />z <br />ST <br />� <br />Z <br />Z <br />W <br />J <br />w N <br />0 <br />o <br />� <br />N <br />LAST PLOT DATE <br />Apr. 27, 21 <br />■ <br />z O <br />J <br />STAIR DETAILS <br />
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