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6353 Ten Acre Ct
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6353 Ten Acre Ct
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Last modified
3/24/2025 7:42:38 PM
Creation date
2/27/2025 11:25:51 AM
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Building Plans
Street #
6353
Location
Ten Acre Ct
Contractor
Lennar Homes
Building Plans - Permit #
5281
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ALL STAIR STRINGERS <br />AND TREADS TO BE <br />#2 SYP (MIN.) <br />THREADS, RISERS, AND <br />3/4" PLYWOOD NOT <br />SHOWN IN DETAIL FOR <br />CLARITY <br />ALL WOOD TO WOOD <br />CONNECTIONS TO BE <br />GLUED (PL 200) AND <br />NAILED (MIN. (2)16d). <br />JIIVIr JVIV IVIJ I VV/ Iul IVU IV/"ILJ <br />FLAT STRAP NAILED TO RISER AND <br />THEN WRAPPED AROUND STUD <br />PLAN VIEW <br />SCALE: Z = V-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 />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 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 />LA,+I'.V I IIIV DCVCL <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />F S <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER <br />2x4 CUT ON BEVEL - <br />DOES NOT BEAR IN <br />WALL <br />I PT NOTCHED INTO STRINGER - <br />D NAILED TO FLOOR WITH GLUE <br />STRINGER CONTACT POINTS <br />CTION VIEW "A" <br />SCALE: 1" = 1'-0" <br />2x4 PT NOTCHED INTO STRINGER <br />AND NAILED TO FLOOR WITH GLU <br />AT STRINGER CONTACT POINTS <br />SECTION VIEW "D" <br />SCALE: 1" = V-0" <br />FILLER STRIPS ADDED 4" PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />--2x12 SYP <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" = 1'4' <br />`2x8 SYP DRYWALL STOP MUST <br />// NOT TOUCH STRINGERS <br />ILUED AND NAILED TO STRINGER <br />DRYWALL SPACING <br />f� <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" = 1'-0" <br />-ALIGN 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 />H SECTION VIEW E SECTION VIEW <br />SCALE: 2' = 1,4, _ SCALE: 2' = 1'-0" <br />-3/4 PLYW <br />ON DECk <br />--2x8 SYF <br />AND Ni <br />FRAMIIN <br />2x4 DRAF- <br />STOP <br />2x4 BLOCk <br />C <br />SCALE: 1" = 1'-0" <br />3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN a' <br />AND 2GAP 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 -1" TAPCONS @ MAX. 32" O.C. <br />G.1 <br />TOP OF <br />STRINGER <br />2x12 SYP <br />rSCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER I 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 />- 1x4 GLUED AND NAILED TO STRINGER FLOOR TRUSS OR <br />2x4 DRAFT GIRDER, FIELD VERIFY <br />STOP *?+� <br />-2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <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 4"X16" LVL <br />ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = 1'-0" <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 /><ING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />NEWEL POST <br />BLOCKING <br />J 1 /`iI M UUINO I MUU I IUIN Ur— I /AI LJ <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NCTED <br />SCALE: 1" = 1'-0" <br />JOINT <br />_TO <br />)ISTS) <br />NAILED AND <br />)TOP PLATE <br />VTO RIM BAND, <br />ID NAILED TO <br />WALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />PSON <br />10dx' <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />0CT 18 2022 <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved <br />for compliance with the 2020 FBC 7th Editjo <br />by Debra Anne Klahr PX2300 <br />N <br />CLD <br />04 <br />L .� "e .. <br />AS <br />In <br />00 <br />LO <br />P <br />° <br />Q <br />W <br />a <br />2 <br />J <br />= <br />W <br />0 <br />Z <br />Q <br />E <br />>0� 0 <br />14 <br />(Y) N <br />7 <br />t' CO M <br />V) V <br />c-_,C <br />C .L 0 <br />C O: 2 00 <br />�= °moo -Q <br />— IS. � U <br />�N W Q� � <br />W - 0 EM 7 <br />71 <br />O �0 a) <br />i— a -0 <br />W W <br />❑w u6 WoLU r <br />F-Q � _j W_ zW_ Z <br />U <br />j 0 X Q Z L LL 0Z�JQyQ0 <br />< <br />Ci W W W O z O it O 0 m z CJ <br />cnU' 0 OZ <br />d FDW W � Q' Q J <br />a~w°W Z;5 Wz Wo�a- <br />ILL <br />00Q <br />O �QQWQ <br />LL <br />O <br />O <br />zw <br />O� <br />CM4O <br />01.- <br />z <br />Q � M <br />0- CD U_ Nt <br />Gco <br />Lf? <br />I— a co <br />Q�Q� <br />zvl— <br />W <br />W <br />_jo <br />O <br />mi <br />CD <br />d' <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />I, <br />I <br />1 <br />1 <br />1 <br />I <br />0 <br />0 <br />r- <br />0 <br />N <br />N <br />0 <br />N <br />N <br />CV <br />� <br />O <br />r <br />r <br />M <br />r <br />co <br />N <br />00 <br />O <br />d) <br />O <br />O <br />r <br />N <br />O <br />I <br />I <br />1 <br />z <br />O <br />CV <br />W <br />0 <br />0 <br />0 <br />0 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />' <br />V / <br />LOV <br />> <br />r <br />N <br />M <br />4 <br />M1 � <br />00 <br />} <br />Z <br />� <br />QZ <br />O <br />ZW <br />4000 <br />O <br />V <br />OOO_ <br />rJU� <br />f— <br />0 <br />Z)zj <br />goo <br />z <br />aofn. <br />Q <br />TI <br />f�Q <br />WWLn ~ <br />L% <br />(' <br />m�� <br />N <br />O <br />°o= <br />W <br />N <br />Q <br />O <br />ZOO <br />(� <br />�Z� <br />z <br />x Z <br />z <br />�� <br />U <br />� <br />O O <br />z <br />Z <br />z <br />Z <br />W <br />WSTJ <br />O <br />r <br />LAST PLOT DATE <br />Cq <br />" . <br />z P-0 <br />0 <br />1 <br />STAIR DETAILS <br />
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