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6470 Back Forty Lp
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6470 Back Forty Lp
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Last modified
3/21/2025 5:53:55 AM
Creation date
2/18/2025 3:37:26 PM
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Building Plans
Street #
6470
Location
Back Forty Lp
Contractor
Lennar
Building Plans - Permit #
Unknown
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SCALE: 4" = 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 />� 6°0 <br />3/4" RISER CUT TO FIT <br />2x4 SYP BLOCKING <br />MAINTAIN BETWEEN 1/4" <br />FOR STRAP (SIMPSON <br />AND 1/2" GAP TOP AND <br />MTS12 w/ (14) 10d x 1 <br />BOTTOM, GLUED AND <br />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' = 1'4" <br />SE <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />"Am <br />SYP CUT TO FIT <br />ARS 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 />E <br />PT NOTCHED INTO STRINGER <br />D NAILED TO FLOOR WITH GLU <br />STRINGER CONTACT POINTS <br />CTION VIEW "D" <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 />SCALE: 1" = V-0" <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 />Ll2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />GLUED AND NAILED TO STRINGER <br />OR 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 />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 />E SECTION VIEW <br />SCALE: 1' = V-0" <br />-3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN a' <br />AND 4' 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/ J" X <br />2 a' TAPCCNS @ MAX. 32" O.C. <br />G.1 <br />TOP OF <br />STRINGER <br />- 1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP tiN <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 />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER- 1 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 1" TAPCCNS @ MAX. 32" O.C. <br />—1x4 GLUED AND <br />NAILED TO STRINGER <br />SECTION VIEW "C" <br />SCALE: 1" = V-0" <br />FLOOR TRUSS OR CONN. TO BOTT <br />GIRDER, FIELD VERIFY OF NEWEL POS- <br />(2) LAYER 2" 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" = V-0" <br />PER CONTRACT <br />CJ <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 />NEWEL POST <br />BLOCKING <br />Z) I HI N VUIVZ5 I KUU I ICON UL I AILb <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = V-0" <br />=L POST LET INTO <br />!LOCK <br />1DE <br />KING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />'WALL JOINT <br />YWALL TO <br />✓ER JOISTS) <br />STUD NAILED AND <br />JED TO TOP PLATE <br />CUT INTO RIM BAND, P <br />JED AND NAILED TO for c, <br />BRING WALL BELOW <br />'WALL JOINT <br />YWALL TO <br />/ER JOISTS) <br />2X <br />SIMPSON MT <br />(14) 10d x 1 1/ <br />SECTION VIEW "H" <br />SCALE: 1" = V-0" <br />M <br />N <br />O <br />,y> <br />00 <br />A <br />Lai c <br />Lo <br />O <br />00 <br />Cj <br />00 <br />Z <br />#'N. <br />W <br />L <br />2 <br />t o- <br />OI <br />Q <br />W <br />0 <br />Z <br />c� N L 0 - <br />1 <br />W L CN u <br />�' � 0 <br />Cq <br />N M <br />Cl) <br />M <br />N Z)Om u a <br />M <br />Z) o _ <br />Z) OO <br />rn E: O R Q <br />lJ/ S o N ¢ <br />� <br />LU Q-ry c <br />L 00 E- <br />TW <br />v n a <br />W <br />LU <br />0 uJ (n W O <br />I- ~ x it z W <br />0XWUJO�� <br />QUQ <br />I— <br />0I-¢Z <br />��OQ <br />D�0ZLLLL�Zm <br />11) am�Z)F—U1W WF,Z�U <br />UO0Z <br />0)Q <br />O� <br />¢OWO2QV5 �Wp2UOQ <br />OQ o o 0QQO¢ <br />U- �LL <br />I< <br />O <br />O <br />Z <br />W <br />O 1-- <br />U <br />O <br />CM O <br />Q w Co � <br />2W�ti <br />I—of0-M <br />OfQ-2- <br />Z U <br />WZ� <br />W <br />O <br />�O <br />m <br />It <br />U <br />212 <br />023 <br />Virtual Review <br />Assi <br />I <br />t,, Inc. <br />I <br />I\ <br />a Is Review comple <br />ed and <br />a <br />pliance with the <br />by <br />D20 <br />F8C <br />Pro <br />7tn1 <br />ea <br />dlti <br />Debra Anne K <br />r: <br />O <br />o <br />O <br />0 <br />o <br />0 <br />N <br />N <br />N <br />N <br />O <br />N <br />.- <br />N <br />OCo <br />O <br />N <br />' <br />Z <br />O <br />CV Lo <br />Of <br />W <br />CD <br />C) <br />CD <br />N <br />M <br />4 <br />I <br />I <br />0 <br />M� � <br />V J <br />Z ~ <br />Z <br />�/V <br />� O I <br />Z <br />¢ W <br />Q <br />W <br />V <br />WOO <br />F— <br />U U V5 <br />m z j <br />O <br />LU <br />0 <br />Q <br />Z <br />arra <br />� <br />1'— <br />Ww a <br />,--1 <br />_ <br />� W <br />co 2 <br />N <br />�J <br />~ <br />N <br />O <br />zo= <br />U-1 <br />■ <br />Q <br />O <br />a <br />(� <br />z <br />U <br />Wo <br />0- z `L <br />�Z <br />H <br />QZ <br />� <br />OU <br />O <br />F— 00 <br />Z <br />S T <br />z <br />Z <br />z <br />W <br />W <br />--1 <br />fl- <br />Lo <br />LAST PLOT DATE <br />Z <br />.__I <br />STAIR DETAILS <br />
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