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SHEATHING,NAILING& SHEATHING,NAILING&
<br /> ANCHOR BOLTS PER ANCHOR BOLTS PER
<br /> SHEARWALL SCHEDULE (2)#5 CONT. SHEARWALL SCHEDULE
<br /> (2)#5 CONT.
<br /> 5/8"DIA.A.B.PER 5/8"DIA.A.B.PER
<br /> STIRRUP HOOKS/TIES SEISMIC STIRRUP/TIE SHEARWALL SCHEDULE 5 VERT.AT 16"O.C. SHEARWALL SCHEDULE #5 VERT.AT 16"O.C.
<br /> BAR D D 90° 135° 135°SEISMIC HOOK MIN.48"O.C.TYP. \__.A__ BEND @CTR FTG. MIN.48"O.C.TYP. \__ _.._
<br /> BEND @ CTR FTG. ��
<br /> SIZE LONG.BAR LONG.BAR g d o
<br /> • PLYWOOD EDGE NAILING PLYWOOD EDGE NAILING RE:3/SS5.0 FOR REINF. RE:3/SS5.0 Z ib
<br /> A OR G A OR G APPROX.H A OR G APPROX.H CTR.STEM ON GRADE BEAM CTR.STEM ON GRADE BEAM < / — a)
<br /> FINISH GRADE CONC.S.O.G.&REINF. T./GONG.ELEV.VARIES
<br /> #3 4db 1 1/2" 4" 4 21/2 41/4 3 RE:CIVIL CONC.S.O.G.&REINF.
<br /> FOR REINF.
<br /> _ RE:PLAN RE:ARCH. RE:PLAN MMI �;
<br /> #4 4db 2" 4 1/2" 41/2,, 3" 41/2.. 3., INTERIOR CONC. \ -. d .- \ .t- __....\._
<br /> S.O.G.&REINF.PER ° as
<br /> 3
<br /> I.L.
<br /> #5 4db 21/2' 6" 51/2 3 3/4 51/2 3 3/4 PLAN \ s ° �� _ ° d w• • ^L^``
<br /> A36 STEEL CAP • !.41141-W.1"' -� 1T�r W N
<br /> Pl.veomms
<br /> #6 6db 41/2 1-0 7 3/4 41/2 7 3/4 41/2 „ •.• />\//\//
<br /> �•Pi••47 r4 N
<br /> __ BG.CAP #4 AT 10 OC
<br /> 5"TO BO.BEAM •� °O
<br /> -11=-1144. j\/\/\ EXTERIOR CORRIDOR v \ \ \ S e •• •• ., w .�.�•o
<br /> #7 6db 51/4" 1'-2" 9" 51/4" 9" 51/4" „4- L i %TOB.O.FTG. —I I I E ;7/
<br /> �/ri(X____
<br /> / < CRUSHED ROCK 4. /
<br /> II �\ / CONC.S.O.G.&REINF. � ��� /�/�/ CRUSHED ROCK `n`" �
<br /> AT BAR LAPS I/4' , I'
<br /> #8 6db 6" 1'-4" 101/4" 6" 101/4" 6" Il \ .� TI—T-1 / ' BASE PER PLAN /�, BASE • W a� rn
<br /> sSTT°(S'�OHEo.40) NOTE: 4 d' STRUCT.FILL OR NOTE: 4 v 4 •
<br /> co co WATERPROOFING / . / - - — �- cs N a)ELEVA ION STEEL PIPE ° N 4D6db for#3,#4,#5 � .r' d'• • r \\ STRUCT.FILL OR ° °
<br /> PER ARCHITECT COMPACTED SOIL WATERPROOFING COMPACTED SOIL o c
<br /> 12db for•.,#7,#8 0 - `o - s A36STEELCAP v RE:GEOTECH PER ARCHITECT I I-III= I I-) I I= Li, a,
<br /> 0+ 6 PL 3/8 ys• _ e RE:GEOTECH , , +-' - v
<br /> o [. , P (4)LOCATIONS CV .4 _ - e • 4• U Y N
<br /> % �i �' 3s° r r a e • e Z •� 00
<br /> • L Z N
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<br /> ��� _ �., _— TRIM/END CTR. _ v •
<br /> DRAINAGE SYSTEM • a +� o Co
<br /> © _ © As3Geaoee �(:1� LONG.BAR AT .i.
<br /> ��•'�� ����� `� �` BY OTHERS STIRRUPS W UJ COrN
<br /> 3"DIA.STD.
<br /> (SCHED.40) I�JI .• PILES A Zi 4 - ° e 4 e
<br /> STEEL PIPE -- 3N6. ► °' • 3"DIA.DRIVEN PIPE PILE / NOT SHOWN / �..
<br /> ----'' I— ,, `: : 4- :
<br /> 0 0 0 71 18'W.X 18"D.REINF. • FOR CLARITY
<br /> 0 db 0 db 0 db m•4X24-EACH war U #3 STIRRUPS AT 8"O.C. — -' '
<br /> z z z • o
<br /> CONC.GRADE BEAM � V
<br /> .._i
<br /> DRAINAGE SYSTEM " 3/SS5.0 FOR DETAILS
<br /> ta- PLAN BY OTHERS 1'-6"MIN. (2)#4 CONT.T.&B. /
<br /> w w w
<br /> '1' 1 6 MIN.
<br /> o 0 0
<br /> FOR PIN PILE 18"W.X 18"D.REINF. 3"DIA DRIVEN PIPE PILE
<br /> O 0 0 NOTES,SEE CONC.GRADE BEAM RE:3/SS5.0
<br /> 90 DEGREE 135 DEGREE STRUCTURAL NOTES w w G 1 X42 I
<br /> STIRRUP HOOKS/TIES STIRRUP HOOKS/TIES 6.•for#3,#,,#5 REF.ARCH.FOR C m LU
<br /> REF.2/SS5.0 FOR ��� B
<br /> 12db for#6,#7,#8 DRAINS,INSULATION z o PIPE PILE CAP z o ��' �� a W
<br /> D=FINISHED INSIDE BEND DIAMETER 135 DEGREE SEISMIC STIRRUPS/TIES &WATER BARRIER. a DETAIL&REINF. a U 'ti
<br /> CA CO CO CO . Q
<br /> SCALE 3/4"=1'-0" SCALE 3/4"=1-0" SCALE NONE
<br /> 1 STIRRUP and TIE HOOK DETAILS 2 TYPICAL PIPE (PIN) CAP 3 TYPICAL GRADE BEAM AT EXTERIOR - SOG 4 TYPICAL GRADE BEAM SECTION AT CORRIDOR 5 GRADE BEAM TO GRADE BEAM -
<br /> I :. ,
<br /> SHEATHING,NAILING&
<br /> ANCHOR BOLTS PER SHEATHING,NAILING& ---__--^^�___—
<br /> SHEARWALL SCHEDULE ANCHOR BOLTS PER �T
<br /> SHEARWALL SCHEDULE BEARING AND/OR SHEAR o
<br /> ' PLATE NAILING PER SCHEDULE Q (Ni
<br /> 5/8"DIA.A.B.PER PLYWOOD EDGE WALL PER PLAN G co
<br /> PLYWOOD EDGE P.T.2X10 SHEARWALL SCHEDULE
<br /> NAILING PLYWOOD MIN.48"0.C.TYP. NAILING 2X BLOCKING o
<br /> PLATE NAILING-SEE
<br /> SHEATHING PER PLYWOOD SHEATHING - , (2)#5 CONT. PLYWOOD SHEAR WALL SCHED.
<br /> PLAN PER PLAN ■z..
<br /> T'GYPCRETE —\
<br /> (2)#5 CONT. ss, •Nti4 0 •1-r-.
<br /> a' • �. II=111
<br /> • z �
<br /> 1 GYPCRETE F-
<br /> FINISHGRADE \ �y —, , rte° \ b :' =III= z Z
<br /> Leal
<br /> RE:CML T I Lu I-
<br /> I—I a.• •. 2XIL
<br /> STS� °• I III INTERIOR CONC. S-III- • w \---2X JOISTS PELAN I I- S.O.G.&REINF.PER ._`I \ w 2
<br /> • fX O
<br /> U PER PLAN 2X4 AT 16"O.C. •4 U
<br /> z z°: 2X4 AT 16"O.C. STUD WALL ° . JOIST 1
<br /> I II- STUD WALL 8"
<br /> #4 AT 10"OC JOIST PER PLAN z N PLANPEa
<br /> w w
<br /> to 1 —I ° 1/4"DIA.X 3 LONG I a (TYP.) w
<br /> 2X4 AT 16 O.C. o
<br /> 1/4"DIA.X 3"LONG PINS AT 36"O.C. Zv°-i ° a �� ct a
<br /> -IEl II I I�'.8'• PINS AT 36"O.C. ' d . PLYWOOD SHEATHIN. _
<br /> U
<br /> Tic) --g • 4 e d ii O
<br /> •a- -� .• - DRAINAGE SYSTEM U .• • /!4 4 Z
<br /> NOTE: 4••• 4
<br /> .` / ;11-H . STRUCT.FILL OR BY OTHERS
<br /> WATERPROOFING . e.. I I- COMPACTED SOIL ' NOTE: 1 1 1=1 1 I e' . : —1 I 1=`
<br /> PER ARCHITECT e RE:GEOTECH III= •I e •4 e° WATERPROOFING =III— . ' 4 v 4 I
<br /> 4 • •'41 ° #4 AT 10"OC =) DRAINAGE SYSTEM . . ae - ANCHOR BOLTS PER
<br /> DRAINAGE SYSTEM • •c^ - w PER ARCH. BY OTHERS •, I' a . SHEARWALL SCHEDULE q w rn
<br /> BY OTHERS -----------__als, 4- . •' 4 •
<br /> ° 4 • • 3"DIA.DRIVEN PIPE PILE •,4 — ° CO• u Q N
<br /> 4 J 4' • 3"DIA.DRIVEN PIPE PILE I - I= RE:2/SS5.0 I - I= 3"DIA.DRIVEN PIPE PILE 04 04 N o M w a
<br /> RE:2/SS5.0 NOTE: ..TT-
<br /> /
<br /> ' ' RE:2/SS5.0 a'
<br /> CRAWL SPACE VAPOR .. w
<br /> BARRIER&VENTILATION J
<br /> PER ARCH. 1 6 MIN. 1 6 MIN. w U cn a
<br /> / - / / / m Z Q U w w
<br /> 1'-6"MIN. /
<br /> GRADE BEAM SIZE&REINF. w GRADE BEAM SIZE&REINF. w
<br /> r PER PLAN&3/SS5.0 n- LLI PER PLAN&3/SS5.0 n. J GRADE BEAM SIZE&REINF.
<br /> wa w 0 = 0 o PER PLAN&3/SS5.0
<br /> Z
<br /> 0 = U w 0 w
<br /> Z 0 Q = Q =
<br /> 0 w a U a 0
<br /> = Cr) CO Cf) Ci)
<br /> SCALE 3/4"=1'-0" N SCALE:3/4"=1'-0"
<br /> 6 EXTERIOR GRADE BEAM SECTION 7 PARTY WALL GRADE BEAM SECTION 8 SECTION
<br /> ,-1"AIRSPACE(TYP) 1L._,-
<br /> RE:ARCH. /
<br /> SHEARWALL PER
<br /> SHEARWALL SCHEDULE P.T.SILL PLATE
<br /> . i:,
<br /> ti :,,
<br /> c :a
<br /> #5 DOWELS AT 16"OC e• I
<br /> •
<br /> SHEARWALL PER 4-7-7 ;: -• . a • • . .
<br /> .,,‘Y SHEARWALL SCHEDULE . .. : 4 - I •I
<br /> — 4 ° : e'
<br /> d 8 d' ° . . III e d
<br /> CONC.S.O.G.&REINF.
<br /> `.
<br /> 5/8"DIA.ANCHOR 4—. d
<br /> PER PLAN BOLTS PER -III- '° /%° • III 4 1 a . ie . I 11—'
<br /> SHEARWALL SCHEDULE 4.
<br /> MIN.48"O.C. e' . e' •
<br /> r Ic° a
<br /> 436) • i'.. (2)#5 CONT.
<br /> s . c . s ". a
<br /> • III- . 4 I
<br /> I=1 I I I I - i I I- I,
<br /> Z
<br /> —III— e'a •
<br /> •
<br /> 3
<br /> I—III a B:PARTY WALL D:PARTY WALLW/STEP
<br /> ;ill„I I W —, - o
<br /> 4
<br /> #4 AT 10”OC ° P.T. cr z
<br /> •• CONC.S.O.G.&REINF. �— SILL PLATE w a
<br /> PER PLAN
<br /> • •#5 @ 16"ALT.HOOK a
<br /> . 4 #4 @ 48"O.C. a 4 e • e d� e
<br /> N
<br /> 00 \
<br /> •
<br /> , e • • • Iey a�' • b Q
<br /> • • c9e4 ac. g e Q, a .
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<br /> d. II
<br /> LNI O � a �• I I `
<br /> T., 'C ao
<br /> rn DRAIN ' e , —I ; e �)J ° c.! ' III 4 4._ C
<br /> • �
<br /> Lu BY OTHERS e II •
<br /> _v /4 . Il — . / e 1 I IV — rcf.)a ° ANCHOR BOLTS PER 4 •
<br /> • .�.4 0 Cd
<br /> U - • v^ SHEARWALL SCHEDULE -•' . : • (2)#5 CONT. e' . : •. ••
<br /> :i ..—:=4--'. 4 .e e LAP 2'-6" a • ° e 4la) Cj
<br /> ��:�'' : 4 e e . • • 3"DIA.DRIVEN PIPE PILE . ads Sf..�� C�
<br /> 0N
<br /> CONC.GRADE BEAMi 11= .,; RE:2/SS5.0 . 4 4 : 4 e e : •II CO [�
<br /> E2 RE:3/SS5.0 ' CONC.GRADE BEAM ' _ N
<br /> I' ' RE:3/SS5.0 I I �,; M
<br /> DRIVEN PILE f ,I W
<br /> I-6"MIN. RE:2/SS5.0 V-6"MIN. ,i/
<br /> a 2 A:SINGLE WALL C:SINGLE WALL W/STEP
<br /> M Ct
<br /> tNC
<br /> C
<br /> N° 14 SECTION 15 TYPICAL THICKENED GRADE BEAM SS4 . O
<br /> N CCV
<br /> N i
<br /> M J
<br />
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