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6309 Ten Acre Ct
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6309 Ten Acre Ct
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Last modified
3/21/2025 12:53:19 AM
Creation date
2/19/2025 10:56:01 AM
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Building Plans
Street #
6309
Location
Ten Acre Ct
Contractor
Lennar Homes LLC
Building Plans - Permit #
5277
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SCALE: ill = 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 />VVMLL <br />U11 <br />3YP CUT TO FIT <br />%RS 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" = V-0" <br />-9 <br />t PT NOTCHED INTO STRINGER <br />D NAILED TO FLOOR WITH GLU <br />STRINGER CONTACT POINTS <br />SECTION VIEW "D" <br />SCALE: 1" = V-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 />BU LLNOSE DETAIL <br />SCALE: 1" = 1'-0" <br />NGER <br />SLUED <br />NAILED <br />0 <br />SECTION D-D <br />2x4 SPF NOSING GLUED AND SCALE: 1" = 1'-0" <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />6'e <br />3/4 PLYWOOD <br />3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK <br />MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON H <br />AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED 2x4 SYP BLOCKING <br />BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO FOR STRAP <br />NAILED TO STRINGER FRAMING (SIMPSON14)1Od M/2" N I <br />(14) 10d x 1 1/2" NAILS) <br />2x4 DRAFT 2x12 <br />STOP TREAD <br />2x12 TREAD GLUED <br />GLUED AND AND <br />NAILED NAI LED- <br />0- <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 />SCALE: 1" = V-0" <br />N THIS STUD WITH 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 "E" <br />SCALE: 1" = V-0" <br />DOI& FT fFT ST�P <br />2x4 PT NOTCHED INTO 2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED7 2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU NOT TOUCH STRINGERS INTO FLOOR WITH GLU NOT TOUCH STRINGERS <br />STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING STRINGER CONTACT GLUED AND NAILED TO STRINGER <br />POINTS x4 GLUED AND NAILED TO STRINGER POINTS OR DRYWALL SPACING <br />E FOR DRYWALL SPACING B <br />SECTION VIEW H SECTION VIEW <br />H SCALE: " = 1'-0" SCALE: <br />SCALE: " = 1'-0" <br />'S1► <br />F <br />F <br />2x4 <br />STC <br />2x4 <br />3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN J" <br />AND I" 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 />BLOCKING FOR 2x12 <br />PT UNDER 2x12 <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/ J" X <br />2 J" TAPCONS @ MAX. 32" O.C. <br />GA <br />TOP OF <br />STRINGER <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER;7\--,,._ rSIDE) TO BOTTOM EDGE OF 2x12 <br />1 STRINGER <br />/ PROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W!' X <br />2 J" TAPCONS @ MAX. 32" O.C. <br />—1x4 GLUED AND <br />NAILED TO STRINGER <br />SECTION VIEW "C11 <br />- 1x4 GLUED AND NAILED TO STRINGER FLOOR TRUSS OR <br />2x4 DRAFT GIRDER, FIELD VERIFY <br />STOP "' <br />y/:1 - L-13; 11 � I � ��� <br />-2x8 SYP DRYWALL STOP III \ d�-{ �( <br />Mm UST NOT TOUCH / 1 <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 4" EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 j4"X16" LVL <br />ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SCALE: 1" = 1'-0" <br />CONN. TO BOTT <br />OF NEWEL POST <br />PER CONTRACT <br />F-1 <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 />1 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 />NEWEL POST <br />SECTION VIEW "G" BLOCKING <br />SCALE: 1" = 1'-0" SCALE: 1" = V-0" <br />0 1 /'-\I M toUINO I MUU I IUIN Ur. I /-XI L%qD <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 />2X <br />PSON MI <br />10dx11 <br />ECTION VIEW "H" <br />SCALE. 1 = 1 -0 <br />SEP 0 8 2022 <br />Virtual Review AlF-Q`s{ ►� +`�• <br />Plans Review coinPleted ai�J ,Died <br />for compiiance with the 2.020 PX2300 <br />Edition by Debra Anne Klahr <br />N <br />N <br />0 <br />N <br />CD <br />LO <br />LO <br />e <br />' • <br />ARMS <br />W <br />i <br />0 <br />Z <br />a <br />to-E <br />> 0M 0 <br />L] M N d <br />�� CO" <br />•}� M <br />V -0 F m <br />rV) <br />O <br />Y ` <br />vl O a:g m Q <br />U <br />. _ p ° 7. <br />V) V W !ZN c <br />o E � <br />>r. <br />a a 4 <br />W <br />0 w O Lj vj ~ <br />w Yp <br />0- Z <br />¢¢ ¢W <br />W <br />QU <br />QJ03.WMLL V <br />(y 0)0Z2�f-=OQQZ LL <br />o <br />0LL JZ <br />(3WOOWOomQ�Zz(1 WOzYo0La <br />-j zLLW� <br />O <br />U)OZWWHFwWV <br />OD <br />OQ 0Yzg� <br />Q <br />LL <br />LL <br />O <br />Z <br />W <br />O� <br />>�q <br />M 1- O <br />Q� <br />C <br />�- a_ CM <br />Z U F- <br />Z <br />LU <br />WQ <br />J <br />O <br />CO <br />N <br />N <br />O <br />N <br />ti <br />N <br />O <br />O <br />CO <br />O <br />N <br />O <br />O <br />O <br />O <br />O <br />O <br />O <br />N <br />O <br />N <br />O <br />N <br />N <br />N <br />4 <br />0 <br />0 <br />C77 <br />0 <br />66 <br />� <br />0 <br />CO <br />0 <br />O <br />1^ <br />L ♦ <br />N <br />>1 <br />0 <br />11- <br />0 <br />N <br />0 <br />cM <br />0 <br />'It <br />0 <br />L0 <br />0 <br />CO <br />0 <br />1- <br />0- <br />CO <br />VJ <br />Z Z <br />2 <br />O <br />_ <br />OWCA <br />O <br />U0- <br />M-0 Lc)�O�a <br />Ui <br />0w�a <br />0 <br />Z=�X <br />X <br />= <br />00 = Z <br />V <br />Z W <br />N <br />3 <br />w <br />Z X <br />M <br />aZZLL <br />N <br />w N <br />�amW <br />r' <br />• <br />a <br />Z <br />C/)QZ <br />~ O <br />Z <br />U <br />V <br />J <br />0 <br />_o <br />m <br />a <br />z <br />Z <br />Z <br />W <br />J <br />WST <br />N <br />N <br />0 <br />0 <br />r— <br />LAST PLOT DATE <br />Apr. 26, 22 <br />z <br />O <br />J <br />STAIR DETAILS <br />
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