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6623 Silverado Ranch Blvd
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6623 Silverado Ranch Blvd
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Last modified
3/24/2025 2:16:48 PM
Creation date
2/19/2025 10:13:53 AM
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Building Plans
Street #
6623
Location
Silverado Ranch Blvd
Contractor
Lennar Home
Building Plans - Permit #
19250
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I. III 1±2"[+ I Ir If 'I III III' 11'I _ I !. _ <br />THEN WRAPPED AROUND STUD (USP <br />MTW12) <br />PLAN VIEW <br />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 />Cr1D DIQC AKIM DI IAI IAICr1D11AATInKI <br />2X4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />STRINGER MUST MF <br />CONTACT WITH LAN <br />2x4 CUT C.. <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />F SE <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />1�1 <br />ALIGN <br />THIS STUD WITH <br />FACE <br />OF 2ND RISER 3!4" RISER CUT TO FIT <br />MAINTAIN BETWEEN" <br />AND J" 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 />Bx4 BLOCKING FOR 2x12 _ <br />2x4 PT UNDER 2x12 C <br />2x12 SYP rSCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER l SIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER <br />PROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />2x4 SYP BLOCKING <br />FOR STRAP OF STAIR TO CONC. W! �" X <br />PT NOTCHED INTO STRINGER (USP TRAPMTW1BEHIND 2 t" TAPCONS @ MAX. 32" O.C. <br />D NAILED TO FLOOR WITH GLUE RISER ATTACH ALL COMPONENTS 1x4 GLUED AND <br />STRINGER CONTACT POINTS OF STAIR TO CONC. W/ J" X NAILED TO STRINGER <br />2" TAPCONS @ MAX. 32" O.C. , <br />CTION VIEW "A" <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />2x12 SYP & <br />IN WALL <br />2x6 SYP <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL <br />SECTION V <br />SCALE: 1" = V-0" <br />FILLER STRIPS ADDED " PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />SCALE: 1" = 1'-0" <br />2X4 PT NOTCHED IN <br />AND NAILED TO FL( <br />AT STRINGER CON' <br />IEW "D" <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 />3/4 PLYWOOD <br />3/4" RISER CUT TO FIT <br />ON DECK <br />MAINTAIN BETWEEN" <br />AND J" GAP TOP AND <br />x8 SYP GLUED <br />BOTTOM, GLUED AND <br />2x4 s Yp <br />AND NAILED TO <br />FRAMING <br />NAILED TO STRINGER <br />blocking for <br />strap (U <br />2x4 DRAFT 2x12 <br />MT <br />STOP TREAD <br />2x12 TREAD <br />GLUED <br />GLUED AND <br />AND <br />NAILED ---\ <br />NAILED <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE -AT - <br />STRINGER CONTACT <br />POINTS <br />17L2x8 SYP DRYWALL STOP MUST <br />VNOT TOUCH STRINGERS <br />2X4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />Ax4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: I" = 1'-0" <br />2X4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE-A-T <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 />SECTION VIEW "B" <br />SECTION VIEW "E" <br />E SECTION VIEW <br />SCALE: J" = 1'-0" <br />-3/4 PLYA <br />ON DECK <br />--2x8 SYI <br />AND N/ <br />FRAMIN <br />2x4 DRAF <br />STOP <br />2X4 BLOCK <br />C <br />SCALE: 1" = 1'-0" <br />SCALE: 1" = 1'-0" <br />'ER <br />4 GLUED AND NAILED TO STRINGER <br />DRAFT <br />)P <br />8 SYP DRYWALL STOP <br />JST NOT TOUCH <br />'RINGERS <br />x4 BLOCKING FOR 2x12 <br />K4 PT UNDER 2x12 <br />SECTION VIEW <br />SCALE: 1" = 1'-0" <br />TOP OF <br />STRINGER <br />CONN.TO <br />OF NEWEL <br />PER CONT <br />i <br />`-FLOOR GIRDER PROVIDE SOLID BLOCKING <br />2X4 CUT ON <br />OR 1 x 16" VL BELOW ALL NEWEL POST <br />BEVEL GLUED <br />FROM JOIST TO JOIST. USE <br />AND NAILED TO <br />2 X 12 BLOCKS, GLUED AND <br />LVL <br />NAILED TO JOIST. <br />1 POST LET INTO <br />(LOCK <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 />SECTION VIEW "G" BLOCKING <br />SCALE: 1" = V-0" <br />SCALE: 1" = V-0" <br />J 1 /rAI M UUINO I MUU I IUIV UC I /AI LO <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />JOINT <br />TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />NTO RIM BAND, <br />0 NAILED TO <br />WALL BELOW <br />JOINT <br />_TO <br />)ISTS) <br />2X <br />USP (1 <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />n <br />Z o <br />— o <br />Z <br />Q <br />a <br />V)1 U_ <br />U-') <br />4--J w <br />p <br />U — <br />w <br />O I" <br />� <br />2 <br />~ <br />E <br />to co <br />�0 ~ <br />mC <br />a� M <br />W E <br />ap, �,-U <br />Nk <br />OCc ttl co co <br />'0 <br />OOa <br />r <br />4 = y <br />L U- co <br />0Co <br />Ua <br />Y <br />u7 O V <br />Q CD <br /><0 <br />A' <br />B D® <br />N C B D C <br />'* <br />N_ <br />2 e4 <br />Co O <br />y o kirt{�I <br />N <br />o ao <br />o <br />` <br />`CC",) <br />6ai <br />, < <br />To the best of tfi��gine 1ckRj!l j&;ti ormatiN�T, and <br />belief, the structura 409 d speci 1cati6 ����4 fined <br />within these drawings com,0141y �t���} Building <br />Code Sth Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />i <br />O <br />z N <br />O N n <br />51 O4 O <br />> <br />C) <br />z <br />0 M <br />Q � -0 <br />a. V) •C: d' <br />(n <br />q) <br />0 <br />I-- U- <br />!Z ^ <br />0� U <br />fl. <br />O <br />Q - <br />z <br />WLU <br />J <br />OZ <br />Woo <br />w z WmZz a <br />S� <br />opOEz<UU <br />lz— Q Q U a Q <br />g Z w E zz <br />S <br />�g� <br />o- <br />W N <br />I- <br />O <br />a z @ <br />W=w <br />��J <br />O <br />Ln <br />N <br />ri <br />J <br />LU <br />W Lo <br />O <br />Q <br />z m o <br />fu <br />Z <br />OO-.0e <br />W �pooO <br />W <br />US <br />¢ <br />u>, <br />m�WOu-zQ <br />oc¢WEO <br />QOn <br />O' E u- <br />O <br />M <br />,-� <br />-jOz¢ <br />W <br />—1 W <br />¢ <br />Q�� <br />o <br />z <br />t-- <br />Z <br />g <br />z <br />a <br />SCALE : AS NOTED <br />PLOT DATE : 12/7/2012 <br />TECH: FFLORES <br />VERSION NO. <br />15m,25 <br />JOB NO: 17-5172 <br />SHEET NO. <br />S T <br />I I <br />
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