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LANDINGS SHALL coz <br /> BE NO MORE THAN 0 <br /> 7-3/4" BELOW m <br /> FINISHED FLOOR <br /> w <br /> 30'-0" <br /> coce <br /> co <br /> Z Z Z <br /> STUB-OUT#4 @ 18"0/C O O Oa U 0 <br /> @CONCRETE LANDINGS E w w <br /> . 2 0 rY ee <br /> STHD8 STHD8 S5 STHD8 STHD8 — STHD8 STHD8 STHD8 \ STHD8 STHD8 STHD8 o O O <br /> — — } { '� SW1 ,l 4x$ 1 SWI 1 4x10 pF#2, il SW1 1 4x8 rn <br /> I -I— I -I= <br /> I -TIFTriiii> 1 .7_ <br /> I [-I r ±- ± I — I to I I I I I <br /> Q <br /> o) o <br /> V I co <br /> ❑° <br /> O I — <br /> —3t <br /> Z0 <br /> I I <br /> I I I I I I I I I I I � r- N <br /> Cr) 2'�0"x2'i 0"x1 " 18x241 — <br /> 00 FOOTIN WIT-1 f <br /> w <br /> ( II RAW( r\ <br /> I I <br /> I <br /> I U <br /> 2)#4 EAC 5 0" 0 ACES, © 0(S51 YCAr. � .• oN — f I <br /> Eo <br /> I I I I I I I <br /> O h a0rn <br /> W <br /> INSTALL 6 MIL BLACK <br /> VAPOR BARRIER IN Ld 1 1L9 I <br /> © 4x8 TYP. r —1I © CN <br /> N ? <br /> CRAWL SPACE EDGES I II I I I I I .p l iu <br /> LAPPED MIN 12 INCHES. co � N V <br /> �� Lt, <br /> N N <br /> co <br /> I II I I I <br /> t I d p ©� �I <br /> 48 YP <br /> I _ 14 II I — I o o \ I I I I I I <br /> 11-6/2" i Z Q <br /> I — _ a <br /> `� 2x12 J U O o <br /> � -�- -r— � ; -I-- 4_,‹ <br /> Z g coN <br /> / 1 I CV �— I SW2 EE <br /> Q) <br /> r— i ~ WLij Q < <br /> H � E Z w ui <br /> °p 2x8 JOISTS Dz‘rI IU (q < Q 0 U Z <br /> / / M 1- @ LANDING I p W O I- Z 7,1- <br /> 4x8 <br /> 4x8/Y . <C 07 J\ 2x12 E w rn 4* m <br /> o \\_DBL 2x8 I I IN <br /> 3'-7��4" It <br /> i �� 10-14-19 <br /> R, � S5 ) <br /> MCC <br /> TYPICAL. 4"SLAB ON GRADE ) I I I I I I I t- JS P ',wAstic�o��� <br /> OVER 4 COMPACTED <br /> - _ _ GRANULAR FILL OVER 10 MIL i m I� <br /> POLY VAPOR BARRIER OVER 4" I II <br /> CLEAN 5/8 MINUS WASHED ;_� I 1 i i 5-1/18x15 GLB 'Ppm• 38799 q <br /> w w <br /> GRAVEL. REINFORCE WITH 6x6 `D Oslo RAL <br /> 2x10 DF#2 @ 16"0/C - I W1.4 x W1.4 WELDED WIRE cv U) <br /> MESH. LAP ONE FULL MESH I I I I I I (-) <br /> I I I I <br /> AT SPLICES. CENTER <br /> ( REINFORCEMENT IN SLAB. O <br /> Zo <br /> \� - I I I I I I I I <br /> SLOPE SLAB 1/8" DOUBLE UP THE F- LL <br /> N PER FT BALLOON FRAMED <br /> C•4 ❑ <br /> N STUDS (2)2x6 @ in <br /> r16" O/C ON THE I I m < I I <br /> NON-PLATFORM ❑ <br /> 1 FRAMED AREAS. 0 <br /> �S>5 <br /> — - - I I _ I I <br /> I— �� 5-i/8x13-1/2 GLB <br /> - r <br /> --, - <br /> - - � - �sv�/2� I I I I �SW2 <br /> STHD� STHD8 STHD8 STHD8 1 STHD8 [ STHtiB — — L_ I STHD8 STHD8 <br /> ADJUST STEMWALL � r-i PREMANUFACTJREDTROSSES 1 <br /> HEIGI-T ON GA <br /> RAGE c @ 24"O/C TYP. <br /> HiLl FRONT SO THAT WOOD 5 T <br /> SHEARWI LL ABOVE IS NO I 4x8 \ 1 (S5- <br />'" tl TALLER THAN T-0". ® I �0L1 S�HDB SW2 STHD8 STHD8 SW2 STHC8 <br /> STHD8 STHD8 STHD8 STHD8 <br /> STUB-OUT#4 @ 18"0/C ______------"- <br /> @ <br /> �__----- -"- <br /> @ CONCRETE LANDINGS <br />. 10'-51/2" 16'-0" 2'-0" <br /> --• 2'-0" <br /> -.II 1107 <br /> I <br /> 30'-0" <br /> FOUNDATION PLAN UPPER FLOOR FRAMING PLAN o <br /> SCALE: 1/4" = 1'-0" SCALE: 1/4"= I-0" <br /> Lc) o CO <br /> I� .010 <br /> CD <br /> FOUNDATION VENTILATION: z CV <br /> oQ <br /> AREA REQUIRED = 779 SQ. FT. (1/150)=5.2 SQ. FT. =748 SQ. IN. < H fl .. <br /> NET FREE AIR FLOW OF 16 IN. x 8 VENT= 100 SQ. IN. <br /> NUMBER REQUIRED = 748 SQ. IN./ 100 SQ. IN. =7.5 0.. 0 J F.-- <br /> USE (8) 16 IN. x 8 IN. SCREENED VENTS (LOCATE AS SHOWN) ^ W <br /> 2 1' ct <br /> W <br /> W <br /> FRAMING PLANS <br /> REVISION: 2 <br /> DATE: 10-14-19 <br /> DRAWN BY: TJM <br /> SCALE: AS NOTED <br /> PROJECT NO: W4552 <br /> CITY OF EVERETT SHEET NO: <br /> REVIEWED FOR PERMIT <br /> S4 <br />