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6457 Beverly Hills Dr
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6457 Beverly Hills Dr
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Last modified
3/24/2025 3:22:56 PM
Creation date
2/19/2025 11:41:25 AM
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Building Plans
Street #
6457
Location
Beverly Hills Dr
Contractor
Lennar Homes LLC
Building Plans - Permit #
4639
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SCALE: Z' = 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 />� 6'0 <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 />VVMLL <br />SYP CUT TO FIT <br />4RS IN WALL <br />2x12 SYP <br />BEARS IN WALL <br />SYP <br />2x4 PT NOTCHED INTO STRINGER - <br />AND NAILED TO FLOOR WITH GLUE <br />AT STRINGER CONTACT POINTS <br />(IEW "A" <br />SCALE: 1" = V-0" <br />E <br />I 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 4" PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />Er42x SYP CUT TO FIT <br />BEARS IN WALL <br />2x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = V-0" <br />NGER <br />SLUED <br />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 2x12 <br />STOP 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 />0 <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" NAILS) <br />rx8 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 3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN a' <br />AND? GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <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 />L--H <br />H SECTION VIEW E SECTION VIEW <br />SCALE: 2" = 1'-0" _ SCALE: 2" = 1'-0" <br />3/4 PLYV1 <br />ON DECF <br />---2x8 SYI <br />AND N) <br />FRAMIP <br />2x4 DRAF <br />STOP <br />2x4 BLOCF <br />C <br />SCALE: 1" = V-0" <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 a' TAPCONS @ MAX. 32" O.C. <br />- 1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <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.1 <br />TOP OF <br />STRINGER <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 [SIDE) <br />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/J" X <br />2 r TAPCONS @ 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 />PER CONTRACT <br />(2) LAYER 4" EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 a"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 />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 />ILOCK <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 />BLOCKING <br />0 1 /Ai K UUIVO I KUU I IUIN Ur. I /-XI L%":) <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = V-0" <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 />PSON <br />10d x <br />ECTION VIEW "H" <br />SCALE: 1" = V-0" <br />J U N 1 1 2022 <br />'.'I"IT,'A'_ iEViEW ASSIST <br />;t al Review Assist, Inc. <br />'I.-ris. completed and proved <br />tag com,)k -irce with the 2020 FBC 7th <br />Edition b; Geora Anne Klahr PX2300 <br />F fi N <br />0 $p,�� <br />T <br />b J Do/y,�j <br />Un <br />+' *— o <br />. • co <br />to <br />oo•� A 805 ��A- � <br />2 <br />O <br />o <br />w <br />z <br />Q <br />V) 4)�, n E <br />> <br />W6.U <br />C7 (V <br />-v V �° <br />t�O'"` =M <br />`OrO <br />��0 <br />o Q } a <br />"N w Q:;� } <br />c4 c <br />poi <br />L <br />a ) <br />W <br />WWQ W_0 <br />of L_ W J ��0z� z <br />< 2 Y <br />pOOLLJ <jX�pax-Z <br />QUau) <br />() <br />ZQQ <br />w Og <br />OZ0200,0Z <br />>Y_ZLLa.af<H(JOO <br />Z <br />-�WV0A <br />Q�wg�nm¢LL <br />o <br />0�y <br />0W <br />tLa 0 <br />�QtL <br />O <br />ZCN <br />Oil- <br />>U)o <br />Ill..: CM O <br />Q M LO <br />J <br />a <br />� rZ <br />� < LO <br />Cri <br />r, <br />Q Co <br />Q }' <br />ZV� <br />Z <br />W <br />W <br />J O <br />O <br />ct <br />CAI <br />CV <br />O <br />CV <br />ti <br />CV <br />O <br />0 <br />0. <br />0 <br />0 <br />0 <br />CV <br />0 <br />N <br />C) <br />CV <br />CV <br />CV <br />C)O <br />O <br />CV <br />CD <br />CV <br />N <br />O <br />CV <br />CD <br />CV <br />(DCV <br />N <br />0)00 <br />CV <br />O <br />to <br />Cb <br />O <br />A <br />CV <br />6 <br />CM <br />M <br />'t <br />0 <br />— <br />0 <br />CA <br />0 <br />C) <br />C) <br />— <br />0 <br />CO <br />0 <br />C <br />U) <br />'^ <br />L , <br />C)O <br />CV <br />O <br />Ch <br />O <br />It <br />O <br />L0 <br />O <br />CO <br />O <br />21 <br />r <br />1` <br />Z Z <br />-ZO <br />uj <br />Wwcf) <br />a--+ <br />0 <br />V <br />0 R 0 <br />F_0�a <br />Q <br />Z <br />wIQ <br />� <br />Z� <br />=m0Z <br />(D <br />F- Z <br />O tz W <br />N <br />00 <br />M <br />a.ZZw <br />2ZW <br />M <br />W N <br />O<<z <br />2 <br />V <br />0- >- W <br />Z <br />Z <br />Sao <br />U <br />OU <br />_o <br />m <br />Z <br />z <br />z <br />W <br />J <br />WS <br />" <br />LAST PLOT DATE <br />>C:) <br />. . <br />Apr. 11, 22 <br />z <br />j <br />J <br />STAIR DETAILS <br />
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