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6321 Ten Acre Ct
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6321 Ten Acre Ct
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Last modified
3/21/2025 4:09:02 AM
Creation date
2/19/2025 2:03:01 PM
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Building Plans
Street #
6321
Location
Ten Acre Ct
Contractor
Lennar Homes
Building Plans - Permit #
5275
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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 />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 GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />\ �a <br />2x4 SYP BLOCKING <br />FOR STRAP (SIMPSON <br />MTS12 w/ (14) 10d x 1 <br />1/2" NAILS) <br />DR FT Sl P <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLUE 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: 2' = 1'-0" <br />MALL <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 />�I EW "A" <br />SCALE: 1" = V-0" <br />I PT NOTCHED INTO STRINGER <br />D NAILED TO FLOOR WITH GLU <br />STRINGER CONTACT POINTS <br />SECTION VIEW "D11 <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 />TEE� � <br />4----2xl2SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = V-0" <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 />NAI LEE <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 />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />iLUED AND NAILED TO STRINGER <br />DRYWALL SPACING <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 />-ALIGN THIS STUD WITH FACE OF 2nd RISER <br />3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN k <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 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/ 4' X <br />2 aTAPCONS @ MAX. 32" O.C. <br />G.1 <br />+ TOP OF <br />61, 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 />E SECTION VIEW <br />SCALE: 2' = V-0" <br />-3/4 PLYV1 <br />ON DECK <br />---2x8 SYI <br />AND NI <br />FRAMIP <br />2x4 DRAF <br />STOP <br />2x4 BLOCF <br />C <br />SCALE: 1" = V-0" <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER "SIDE) TO BOTTOM EDGE OF 2x12 <br />1 STRINGER <br />/ --PROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/ 2r 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 <br />-2x8 SYP DRYWALL STOP / p^ \ —I I <br />MUST NOT TOUCH ICI I /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 />CONN. TO BOTTOM <br />OF NEWEL POST <br />PER CONTRACTOR <br />(2) LAYER 4" EDGE GOLD PROVIDE SOLID BLOCKING <br />OSB OR PLYWOOD BELOW ALL NEWEL POST <br />OR 1 a"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 />SECTION VIEW "G" <br />SCALE: 1" = V-0" <br />NEWEL POST <br />BLOCKING <br />J 1 /AIM UUIVO I MUU I IUIN Ur. I /AI L%Z0 <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = V-0" <br />ALL JOINT <br />✓ALL TO <br />R JOISTS) <br />FUD NAILED AND <br />TO TOP PLATE <br />JT INTO RIM BAND, <br />) AND NAILED TO <br />NG WALL BELOW <br />ALL JOINT <br />✓ALL TO <br />R JOISTS) <br />2X <br />SIMPSON MI <br />(14) 10d x 1 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 />SECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />SEP d $ Z©GL <br />VIRTI AL <br />RE s t <br />e,, - �,� � �.��.;roc. ed <br />virtu ' + ✓ �V <br />Plans e: _. , <br />for cOnIp1IanG3\hItV' tl'c hr F'X2300 <br />Edition by Debra N,rerlt, Kla <br />�., <br />N <br />O <br />N <br />N <br />t� k_ <br />00 <br />LLO <br />A�; ifj <br />Q <br />�� s <br />e <br />cW <br />e <br />.." <br />O <br />w <br />z <br />Q <br />nN 0 0 • ^ E <br />o <br />Ch v di <br />cy)'� 5 <br />co <br />V Q - d a <br />r� <br />AA,, � � o <br />W O 2 o <br />_� O <br />�} ro 0 <br />Q <br />—i Us3- < <br />.N V w <br />c�� <br />L C) C ch Ui <br />C C) <br />.- F- a 70 <br />W <br />W <br />LLI Uj W O F- <br />F- Q W of z Of <br />wOOO VO <br />OUQi <br />Z0Aw<cnL` <br />OQQzuoz�goF-_QQ <br />i�w�zOwooS�w00WO <br />Z2 <br />z <br />- <br />Qwr)0- <br />w02a;YLL <br />�0V <br />OO jO <br />Q O Q <br />O <br />O <br />zw <br />O� <br />i/) <br />z <br />� O <br />Q � M � <br />14t <br />LL <br />U) Iti <br />Li? <br />F— 0� IZ co <br />�°-2 � <br />zv< <br />Wz� <br />W <br />J � <br />O <br />mi <br />d0- <br />1 <br />1 <br />1 <br />O <br />N <br />o <br />N <br />O <br />N <br />N <br />O <br />O <br />O <br />O <br />CV <br />CD <br />- <br />r <br />co <br />t- <br />COCD <br />N <br />� <br />O <br />O) <br />O <br />O <br />T <br />N <br />O <br />' <br />1 <br />' <br />1 <br />' <br />I <br />' <br />z <br />O <br />LO <br />WO <br />CD <br />Nj <br />O <br />C9 <br />O <br />d' <br />I <br />1 <br />1 <br />' <br />M <br />CO <br />Z~ <br />Z <br />Z <br />Q W <br />O <br />z <br />-f--+ <br />w <br />ozz <br />O <br />V <br />O <br />woo <br />U U to <br />LO <br />cZ�; <br />I-- 0 <br />-� <br />z <br />O <br />6d J <br />W W ~ <br />L <br />N <br />OODO <br />�O7- <br />w�� <br />. .N <br />Q <br />O<WW <br />z <br />az <br />z <br />- <br />pU <br />o <br />I- co <br />Z <br />ST <br />z <br />z <br />z <br />W <br />W <br />J <br />r- <br />LAST PLOT DATE <br />N <br />z <br />1 <br />STAIR DETAILS <br />
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