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FULLY GROUTED CMU WALL
<br /> W/REINF.PER PLAN& SCHED. 8"
<br /> CO
<br /> 10"
<br /> HOLD PILE 3"BELOW TOP .--T''
<br /> l� FACE OF CMU
<br /> OF CONCRETE CAISSON c, 1111 " ^
<br /> i---COVER LAGGING AND DRAINAGE MATTING4 x 2-6 STRAIGHT 1�8 BU!.LNOSE AT TOP AND
<br /> �� `-' iiii W/10 MIL.VAPOR BARRIER BEFORE DOWELS 0 18"O.C. 1 CHAMFER AT BOTTOM
<br /> APPLICATION OF CONCRETE. OF OVERHANG ENGINEERING
<br /> 111 MAIN STREET,SUITE 106
<br /> FILE 1�3iDS BEHIND WALL ti^✓ � EONONDS,WASHINGTON 98020
<br /> ,> -CONC.WALL W/#5 0 15"O.C. VERT. PHONE (425)778-8500
<br /> W/FREE DRAINING GRAVEL ��r;-or�, Q " Fix {425)778-5336
<br /> CUT PALE 2'BELOW AND#5 0 1O"O.C.HORIZ.PLACE REINF. SEAT R MIN.Q D.Ir....,.4
<br /> 6" H40K AS SHOWN a� - DOWELS TO MATCH VERT.BARS
<br /> AT OF WALL. 1'-6" " 1\-A2NATEFINISH GRADE AFTER : •, 1-6
<br /> BUILDING CONSTRUCTION _--z- MIRADRAIN 6000 DRAINAGE MATTING FULL HEIGHT —' \ V,
<br /> IS COMPLETED�` '1 ' X 1'-0"WOE CENTERED BETWEEN PILES,INSTALLED �� COL PER
<br /> W/FABRIC TO LAGGING 0 * • BOND BM.AT TOP OF \ �\ -FULLY GROUTED 8"CMU cz---CONC.
<br /> PLAN do SCHED.
<br /> -3x12 CMU BASEMENT WALL
<br /> BASEMENT WALL EXTENSION
<br /> w - ra' #2 TREATED TIMBER LAGGING W/1/4" 411
<br /> °x L.' GAP BTWN EACH PIECE OF LAGGING. " CMU SHEAR WALL PEREXTENSION d
<br /> SLAB ON GRADE AND FOUND.
<br /> VERT.REINF.PER CONC. PER PLAN
<br /> CHIP CONC. AS READ TO INSTALL. PLAN&SCHED. , BASEMENT WALL a
<br /> = o (2)-3/4"0 x 6"WELDED HEADED STUDS 0 12"O.C. \ \ \��
<br /> EXIST.SLAB sir
<br /> LA_o vi
<br /> 3
<br /> W12x50 SOLDIER PILE W/SPACING PER PLAN
<br /> 1� ON GRADE-\ \ SLAB ON GRADE AND FOUND. •F-...
<br /> 0ONC.SLAB W/REINF.AND SUBGRADE PER PLAN a ."-t
<br /> PER PLAN '��` co.3± ', %//\% a\\�\\�\\\���,
<br /> 500 PSI LEAN CONCRETE (4)-2"0 WEEP HALES®DRAINAGE MATTINGI ç(2) #5 TOP OF CONC. r, \ \ ,\/�
<br /> ABOVE EXCAVATION LINEAli ....
<br /> I / WALL vD a \�� ��/i
<br /> BETWEEN PILES '.—C - -
<br /> 1' MITI L 14. °•T. i,i. • '• °• • 4 ^ Iifi�II##1II�LIIIA •n•\� d• • • •c • •�
<br /> Alltligi ��' l7 �` ,% �% % 1/2 EXPANSION MATERIAL a n a
<br /> `�� �� " " \ \ \�\/ A ^ 2"CLR.SIDES 7 d sINY C4,
<br /> _��\ Q 4 PERF.PVC PIPE W/6 c Q° ° SLAB ON GRADE AND 1 #5 0 16 O.C.VERT.CONT.INTO ° G d•�,lip
<br /> (3)-#5 BOTTOM CONT. X
<br /> /, 1"MINUS GRAVEL ALL AROUND I 41.4 ° ° a° ° (6)-#6 TOP SUBGRADE PER PLAN ✓_ 8"CMU WALL et TOP ° a a° a ;,
<br /> (9)-#7 TOP 1 0• • . ,Its
<br /> WRAPPED IN NON-WOVEN GEOTEXTILE ° 4 ,2'-0" ? FABRIC AND CONNECTED TO FOOTING " ° o
<br /> DOWELS TO MATCH z - F\r, OOTING DRAIN SYSTEM #3 STIRRUP 0 1O O,C, d ° ° #4 STIRRUP 0 12"c.c.
<br /> +'
<br /> VERT.REINF.,LAP 3'-0"- _�� �„ Q s' r'• • • 4 • " " ._ _a 4 #5 0 15 O.C.HORIZ. , a ..a 4 , q d y9
<br /> ti__ l is
<br /> ° d ° DNAL'" �/
<br /> 4 2-0 x 2-O GRADE BEAM 4 ft
<br /> 24"DIA.CAISSON W/
<br /> (6)-#6 BOTTOM `ol , o a • .a a °
<br /> MIRES: 7,6 _
<br /> 2500 PSI CONCRETE u ,° a •
<br /> BELOW EXCAVATION LINE M
<br /> 0. 2'-0" ;,; it-4—
<br /> '• "d - (2)-#5 BOTTOM •. • •• • • •• •• �o
<br /> "'�._ ° ° 3'-{�"x 3'-0"GRADE BEAM
<br /> c) ALTERNATE HOOK
<br /> AS SHOWN 3'-0" (9)-#7 BOTTOM
<br /> " " i
<br /> SECTION 8 x 5
<br /> j,) SCALE: 1/2"=1'-0' (1)
<br /> SECTION 1._0" SECTION SECTION
<br /> i 3 SCALE. 1 s 1-0 O
<br /> SCALE: 1 =1-0
<br /> L
<br /> ..
<br /> 10" ,
<br /> ALTERNATE HOOK AS SHOWN FACE OF CMU
<br /> #4 x 2'-6"STRAIGHT 1/8"BULLNOSE AT TOP AND
<br /> 1 CHAMFER AT BOTTOM
<br /> ' " DOWELS 0 18"O.C. OF OVERHANG
<br /> 1-6 1-6 Q
<br /> NATE: �' .. ' • ,,•,.-. "'
<br /> rYAT SIM.SECTION METAL -,
<br /> FLOOR DECKING IS 3"MIN. ', • -.a
<br /> ',.\ 7 SEAT REQ O.PI` , 6"
<br /> ,, o 1. o
<br /> CMU SHEAR WALL PER PARALLEL TO BSMT.WALL. 6 E5 g fr
<br /> z 0.O Od
<br /> PLAN&SCHED. ° U
<br /> �� (2)-#5 TOP OF CONC. -° m iii t�3 a w
<br /> , , WALL o a a
<br /> EXIST.SLAB d 4 o
<br /> ON GRADE SLAB ON GRADE AND FOUND. ��- � F
<br /> � iTi— iTi'- co
<br /> PER PLAN JOINT SEALANT,TYP. SIZE AND REINF.OF BSMT. 1/2"EXPANSION MATERIAL v,
<br /> �--- FILLER,TYP COL.PER PLAN AND SCHED. SLAB ON GRADE AND A r-o�
<br /> -- --- SUBGRADE PER PLAN #5 0 8"O.C.VERT. #4 X h 24"O.C. a o
<br /> e 7/-ii--\ 4e�\a • •d • •. a• �� SLAB ON GRADE AND REINF,TO MATCH VERT.
<br /> ..
<br /> Y
<br /> /,\ \\�\ ° a ° ° \//�\//� SUBGRADE PER FlNISH EXTERIOR
<br /> ° GRADE OR C1AB SLAB-ON-GRADE a
<br /> FOUNDATION PLAN,TYP. TENSION LAP PER STRUCTURAL NOTES ° a #5 0 15"O.C.HORIZ. THICKNESS AND W.W.F.
<br /> bi °° d (6)-#6 TOP '' - v, PER PLAN
<br /> iv ° °° ° IllaiWi IfijiMi ° DESIGN: FU
<br /> #3 STIRRUP 0 12"O.C.id
<br /> 11.�=lllf ~RA
<br /> DRAWN: SK
<br /> 2 5 BOTTOM _I ..
<br /> •° • •° •°• • 2'-O" ° ����/ M • yd (�`# to I. CHECK: C
<br /> x 2P-0"GRADE BEAM •. .• / .1,-,.� ~• ill :II N. !L roe No: 98072
<br /> i� T�i '. J
<br /> {6)-#6 BOTTOM �!�� AALTERNATE S SHOWN HOOK , 4.
<br /> it
<br /> 2'-0" '� 1g
<br /> SIZE OF FTG.AND REINF, 5" 8" 5" �'
<br /> PER PLAN AND SCHED.
<br /> k 10" #4 CONT.TOP
<br /> AND BOTTOM
<br /> © SECTION SECTION
<br /> SCALE: 1 =1-0 ---`— fi
<br /> SCALE: NTS jJ SECTION SCALE: 1�=1,_�. 8 T . THICKENED SLAB EDGE
<br /> F
<br /> L
<br /> i,
<br /> a
<br /> W
<br /> CI•
<br /> NMit
<br /> CI
<br /> FOR NOTES AND DETAILS Z
<br /> AIL
<br /> NOT SPECIF,CALLED OUT
<br /> (2)-#5 CONT. REFER TO DET.5/S-7. Q
<br /> o
<br /> —kit-- #4 X 2.—o.15"O.C. BLOCKOUT STEM WALL
<br /> " AT DOORWAYS,FOR SLAB1
<br /> J
<br /> X 0 15 O.C. #5 0 15 (IC.E.W.CTR D
<br /> —iiirg
<br /> #5 CONT. +ssri
<br /> #4 „.
<br /> SLAB ON GRADE TH
<br /> 7—AND REINF PER P AINKNESS � �// / ,� ,o ,b ,v ,v Q ZO 0 W a r
<br /> •
<br /> �'"` '""'u • #5 0 15 O.C. F-W = Z
<br /> .l! �r-11:1 1-1r--ii ” O W
<br /> .11.= 1 2 CLR rili
<br /> _L a TOP AND c,c., Q $
<br /> •
<br /> SIDES (6)-#6 TOP I—CrW 3 Q
<br /> C.,DOWEL WALL FOOLING INTO z>
<br /> ELEVATOR PIT WALL,TYP. #3 STIRRUP 0 10"O.C. w 0. • • • • W r Z
<br /> W
<br /> -- "' p 2'-0"x 2'-0"GRADE BEAM Q c0
<br /> DOWELS TO MATCH AND '
<br /> LAP VERT WALL REINF �O 8" (6)-#6 BOTTOM Q j Q
<br /> #5 0 12"O.C.E.W.CENTR'D- W/'5 2'-0"
<br /> Ct(.0 W Li
<br /> WALL CONTINUOUS WALL DISCONTINUOUS SHEET:
<br /> CD
<br /> Q
<br /> TYP. SECTION THROUGH ELEVATOR PIT <ci3
<br /> -1'-0"
<br /> 8_8
<br /> SCALE: 1/2"=1'-0' 1 .
<br /> 860331
<br /> i 6816 Evergreen Way
<br /> OF: 1 3 SHEETS
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<br /> -
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