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6471 Beverly Hills Dr
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6471 Beverly Hills Dr
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Last modified
3/24/2025 10:59:25 AM
Creation date
2/19/2025 8:27:20 AM
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Building Plans
Street #
6471
Location
Beverly Hills Dr
Contractor
Lennar Home
Building Plans - Permit #
4145
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SCALE: ' = 1'-0" <br />NOTE: <br />THESE DETAILS ARE NOT PLAN <br />SPECIFIC. THEY ARE PROVIDED TC <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 />\ 0, <br />MALL <br />SE <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />0 <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" = 1'-0" <br />:4 <br />I 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 />tea" PLYWOOD <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />TWE�i4� 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" = 1'-0" <br />0 <br />3/4 PLYWOOD <br />3/4" RISER CUT TO FIT 2x4 SYP BLOCKING <br />ON DECK <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 />H <br />x8 SYP GLUED r2x4P BLOCKING <br />AND NAILED TO RAP <br />FRAMING (SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" NAILS) <br />2x4 DRAFT 2x12 <br />STOP TREAD <br />2x12 TREAD <br />GLUED -4 <br />GLUEDNAILED <br />NAIDLED� <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 />-3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN' <br />AND Z" 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/ 4' X <br />2 a' TAPCONS @ MAX. 32" O.C. <br />G.1 <br />SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />TOP OF <br />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 />SCALE: 1" = 1'-0" <br />2x4 PT NOTCHED INTO 2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLUE NOT TOUCH STRINGERS INTO FLOOR WITH GLU NOT TOUCH STRINGERS <br />STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING STRINGER CONTACT Ll <br />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: Z' = 1'-0" E SCALE: 2' = 1'-0" <br />�l2 <br />F <br />2x4 <br />STC <br />2x4 <br />- 1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP tiN I <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 />STRINGER7� SIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER <br />/ PROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/a' 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 />FLOOR TRUSS OR CONN. TO BOTTI <br />GIRDER, FIELD VERIFY OF NEWEL POST <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 />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 />NEWEL POST <br />- POST LET INTO <br />-OCK <br />DE <br />:ING <br />?X8 BLOCKING <br />-OR NEWEL POST <br />FO ANCHOR TO. <br />GLUED AND NAILED) <br />LOOR <br />TRUSSES <br />BLOCKING <br />0 1 /AIM UUIV0 I MUU I IUIV Ur- I HI I_O <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = 1'-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 />MAYk <br />VIRTUAL REVIEW ASSIST <br />Virtual Review Assist, Inc. <br />Plans Review completed a <br />for compliance with the 2020 FBC 7th <br />Edition by Debra Anne Klahr PX2300 <br />+04 <br />or 04 <br />N <br />00p.°� v <br />{ s <br />xd' <br />F0Q " bLO <br />Q <br />00 <br />LID <br />W) e 1.5805 , e <br />e <br />e <br />Z <br />2 <br />O <br />W <br />0 <br />z <br />Q <br />/IN' 0 ^ 0 <br />W L. -0 `1 u <br />(y) N 7 <br />N V mc co <br />aD w °' <br />C - 2 mo <br />4) � O2 00 <br />O Q <br />t U'r,} <br />Mtn V w Rv <br />EM a> <br />0 <br />V O ; N <br />w <br />LLJ (Dw <br />WW U)wOF <br />W W J W O <br />W HQ Q'2J R' Yza' z <br />Q Q- O V O O J O <br />Q <br />U <br />J� �LL. <br />CYUO�OwpW000-00 Q <br />LU <br />('f <br />(n <br />Z <br />��a>zYOZZLLpWoa <br />QLL �WOg��-�w626 IL <br />Oa 0 =O OQZ§a <br />LL <br />�Qw <br />O <br />O <br />Z W <br />O� <br />>(/)o <br />0 i- M O <br />QU)M� <br />It <br />U) L.L <br />QWQu') <br />1-- W a M <br />Q CL oo <br />Z 0 F— <br />z� <br />W <br />W <br />J O <br />O <br />i <br />N <br />CN <br />; <br />O <br />N <br />N <br />,. <br />O <br />o <br />(O <br />00 <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />N <br />N <br />O <br />CD <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />N <br />O <br />r <br />CD <br />e- <br />N <br />M <br />M <br />d <br />O <br />T- <br />0O <br />d) <br />O <br />O <br />0 <br />6 <br />0 <br />O <br />co <br />U-) <br />; <br />0 <br />0 <br />0 <br />M <br />0 <br />4 <br />O <br />L6 <br />O <br />(6 <br />O <br />ti <br />.N <br />C <br />CO <br />Z Z <br />O <br />� W U) <br />w <br />00 <br />O <br />V <br />j—o�a <br />Q ER 0 <br />OwF-af <br />Q <br />ZO <br />af <br />Q <br />=M <br />I- Z <br />r n <br />v <br />O j J <br />Z <br />00 <br />�2Z� <br />(M <br />CLZZLL <br />(y) <br />w N <br />O�2z <br />a <br />U�zz <br />QO <br />. <br />Z <br />-Ne <br />z <br />U <br />J <br />00 <br />Of <br />a <br />z <br />Z <br />z <br />w <br />J <br />WST <br />N <br />N <br />0 <br />0 <br />O <br />LAST PLOT DATE <br />Apr. 11,, 22 <br />z <br />J <br />STAIR DETAILS <br />
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