HomeMy WebLinkAboutPermit 1679 - P & L Company - Xerox"
BUILDING PERMIT
PE MIT
NUMBER
CITY OF TUKWILA
6200 SOUTHCENTER BOULEVARD
TUKWILA, WASHINGTON 98188
/679
DATE OF ISSUANCE
April 6, 1979
EXPIRES
August 4, 1979
JOB ADDRESS
6400 Southcenter Boulevard
LEGAL
DESCR.
LOT NO.
BLOCK
TRACT ti SEE ATTACHED SHEET
OWNER
P & L Company
PHONE
ADDRESS
10800 NE 8th Street Bel vue, WA
ZIP
98004
CONTRACTOR
S.DI- Cnrporation
PHONE
455 -2100
ADDRESS
2100 112th N.E. Bellevue, WA.
ZIP
98009
LICENSE NO.
223- 01- SD- LC- 0 -231B0
SST NO.
C- 600217653
BUILDING USE
Office Tenant: Xerox
CLASS OF WORK
KXNEW ❑ ADDITION ❑ REMODEL ❑ REPAIR ❑ OTHER (Specify) Valuation: $1,200,000.
I CERTIFY THAT THE ABOVE INFORMATION IS TRUE AND CORRECT hi S Permit i s subject to approval of
THAT THE APPLICABLE CITY OF TUKWILA REQUIREMENTS WILL BE access drive by the Public Works Dept
MET, AN THAT I AM AN AUTHORIZED AGENT FOR THE PROJECT. prior to driveway construction.
OWNE ENT SIGNATURE
THESE INSPECTIONS ARE REQUIRED BY LAW
1. Driveway
2. OK to
3. Roof
4. OK to
5. Wall-
6. Structure
approach and
pour footing
sheathing
enclose
board nail-
complete and/
slope
and /or
foundation
and nailing
OK
framing
ing OK
or OK to
occupy
FOR INSPECTION CALL 433 -1849
BUILDING OFFICI L, CITY OF TUKWILA
THIS PERMIT MUST BE POSTED CONSPICUOUSLY ON BUILDING
DATE OF ISSUANCE April 6, 1979
EXPIRES August 4, 1979
JOB ADDRESS
6400 Southcenter Boulevard
LEGAL
DESCR.
LOT NO.
BLOCK
��((yy
TRACT `tJ SEE ATTACHED SHEET
OWNER
P & L Company
PHONE
ADDRESS
1800 NE. 8th Street Bellevue, WA.
ZIP
98004
CONTRACTOR
S.DL. Corporation
PHONE
455 -2100
ADDRESS 2100 112th N.E. Bellevue, WA, Imp 98009
LICENSE NO.
223- 01- SD- LC- 0 -231BQ
SST NO.
.. .. C
BUILDING USE Office Tenant: Xerox
CS OF WORK
a NEW 0 ADDITION 0 REMODEL ❑ REPAIR 0 OTHER (Specify) Valuation: $1,200,000.
I CERTIFY
THAT THE
MET, AND,THAT
THAT THE ABOVE INFORMATION IS TRUE AND CORRE This Permit is subject to approval of
APPLICABLE CITY OF TUKWILA REQUIREMENTS WILL BE access drive by the Public Works Dept
I A AN AUTHORIZED AGENT FOR THE PROJECT. prior to driveway construction.
OWNEFI/ GENT SIGNATURE
1. Driveway
approach and
slope
2. OK to
pour footing
and /or
foundation
3. Roof
sheathing
and nailing
OK
4. OK to
enclose
framing
5. Wall-
board nail-
Ing OK
6. Structure
complete and/
or OK to
occupy
��rS /�•
a
.• . �C:i �'�.. .rM'�`I�tl- �...,�1.�7Z..�� f NS.+V"j�
BUILDING • PERMIT
CITY OF TUKWI LA
6200 SOUTHCENTER BOULEVARD
- TUKWILA, WASHINGTON 98188
THESE INSPECTIONS ARE REQUIRED BY LAW
YTr�rfe^i.Lft .� .. !n51.'l. ��5A1.T.- •Yf?.�M
PERMIT / `� �
NUMBER
FOR INSPECTION CALL 433 -1849
BUILDING OFFICIA
1
CITY OF TUKWILA
THIS PERMIT MUST BE POSTED CONSPICUOUSLY ON BUILDING
DATE I / ,n /+1,1, a
PERMIT NO. WHEN VALIDATED
EXPIRES
JOB ADDRESS q 6 d 5 0 0` /-1 /-1 C1 /e-76 /� IJ {� L 1 1) (2 Z 0 - y
/
LEGAL
DESCR.
LOT NO.
BLOCK
TRACT
E ATTACHED SHEET
OWNER 4 c
ADDRESS 10 aW kja, ' t> 0. LL& JUrn WA- �`
v
ZIP erati
CONTRACTOR � L 1 �� t;r� 1 0 d
- 210a
eicS
'1 ,_In
ADDRESS /24 O� I Mt 14V- it T "' / / ' `I I
ZIP cpd D c i .
�
. C 10 , w Z.( 1 1 '
LICENSE NO 1 2 , 2- 1 , i GO 1 .-sp — L o .23i S ST No
BUILDING USE OFT-IC
TENANT e n)(
S OF WORK
NEW "2 ADDITION ❑REMODEL 0 REPAIR 0 OTHER (Specify)
BLDG.
AREA
1st FL.
2nd FL.
BASEMENT
GARAGE
DECK
MEZZANINE
= OF STORES
TOTAL S.F.
DEMOLITION
W 'PO
& 9 ,,,,
BOND
, /"
' 3
zoo
I GVV Op°
NAME OF A'PLICANT PLEASE PRINT) l I
ADDRESS ZI0 I qiil Lg, ri O/ )1E `,('
PHONES 22 .. OD
1,PPLICATION FOR PERMIT
BUILDING DEPARTMENT
CITY of TUKWILA
6200 SOUTHCENTER BOULEVARD
TUKWILA, WASHINGTON 98188
433.1849
DO NOT WRITE BELOW THIS LINE
I CERTIFY THAT THE INFORMATION FURNISHED BY S TRUE ►�CORR
c
TUKWILA REQUIREMENTS WILL BE MET, •
,.....____„„.........._
t.,,,,._
OF APPLIC V k
RECEIVED
CITY OF TUKWILA
199
BUILDING DEPT.
t1c 3
AND THAT THE APPLICABLE CITY OF
TYPE CONST.
OCC. GROUP
OCC. LOAD
FIRE ZONE
USE ZONE
AUTO SPRINKLERS REQ.
•
iI/
6 �
Sod
j
C 1
x YES ONO
PLAN
RVW
PLANS:
SENT
RETURNED
APPROVED
FEE
DISTRIB..
BUILDING
jS %, P O
FIRE DEPT.
�IS, / 1
PLAN RVW.
I O 3 , 0 0
DEMOLITION
', 0 G
PLANNING/
SEPA
BOND
OTHER
//
h�� ° a d
PUBLIC WKS.
3/511 9
TOTAL
RECEIPT NO.
COMMENTS:
APPROVED FOR ISSUANCE BY:
.',p3a,00 \re- Q. ( 352.
1, 5$ • 0-c) C' 13747
o Q c (3 L-/ << 35 -06 _,ti.._4-17
1,PPLICATION FOR PERMIT
BUILDING DEPARTMENT
CITY of TUKWILA
6200 SOUTHCENTER BOULEVARD
TUKWILA, WASHINGTON 98188
433.1849
DO NOT WRITE BELOW THIS LINE
I CERTIFY THAT THE INFORMATION FURNISHED BY S TRUE ►�CORR
c
TUKWILA REQUIREMENTS WILL BE MET, •
,.....____„„.........._
t.,,,,._
OF APPLIC V k
RECEIVED
CITY OF TUKWILA
199
BUILDING DEPT.
t1c 3
AND THAT THE APPLICABLE CITY OF
•
NITY MAP
A/10 Sk:AL.45
r.LEGAL. DESCRIPTION
That portion of William H..Gilliar» Donation Claim No. 40,
Township 23 North, Range n East, t'I.ti.', described as fol ows :
•
Commencing at the Southeast corner of Section 23,
Township 23 North, Range 4 East; thence along the South line
of said Section 23, !forth 88° 25' 27" !Vest 1836.78 feet;
thence leaving said line,.North 01 34' 33" East 1500. feet
to the South line of Interurban Addition to Seattle as'�
established by Coffelt Survey under Auditor's File
No. 7102010298, said point lying North 88° 24' 47"
West 996.31 feet from the intersection of said line with
the centerline of 65th Avenue South as established by said
Coffelt Survey; thence along said line South 88° 26' 47"
East 500.00 feet to the TRUE POINT OF rEGINNItIG; thence
continuing along said line South 88 24' 47" E 250.00 feet';
thence leavinn said line South 01 34' 33" West 31 feet
to the North line of County Road No. 622; thence along said
!forth line South 50° 09' 36" West 109.09 feet to the
beginning of a tangent 328.10 feet radius curve concave
Northwesterly; thence along said curve through an angle of.
16° 31' 10 ", 94.60 feet; thence tangent to said curve
South 66° 40' 46" West 5.52 feet to a non - tangent inter-
section with the North line of Southcenter Coulevard
(Renton -Three Tree Point Road), being a point on a 676.20
feet radius curve concave Northerly; thence along said
curve through an angle of 07 10' 42 ", 84.72 feet; thence
leaving said line'.North 01° 34' 33" East 448.62 feet to
the TRUE POINT OF BEGINNING.
"The intent of the above description is to embrace all of
the following described property."
That portion of the Wm. H. Gilliam Donation Claim Mo. 40, .
Township 23 North, Range 4 East, U.tl., described as follows:
Peginning 1336.78 feet West and 1501.50 feet North of the
Southeast corner of•Section 23, Township 23 North,
Range 4 East, W.M..; thence East 250 feet; thence
South 325.50 feet to the North line of County Road No. 622;
thence Westerly along said North line to a'point South of
beginning; thence North to beginning, EXCEPT portion
conveyed to King County for Renton -Three Tree Point County
Road by deed recorded in volume 1505 of deeds, page 086
under Auditor's File No. 2665209, records of said county.
. C i,./47 WN /rat Fo t
• h=E1/E... opele f! ,G' -V Co, 455 2838
s?Q✓l : M/TH( / Att ' 454 :5344-
( rL: , A777 - fo .sATT/ e �S c24- s
?/ - 7A 7
J
L_
0
�n
:
:::!
March 20, 1979
Al Pieper, Building Official
City of Tukwila
6200 Southcenter Boulevard
Tukwila, WA 98188
Dear Mr. Pieper:
I have checked the plans for the above construction in accordance
with the 1976 edition of the Uniform Building Code and the Washington
State requirements for Barrier Free Design. Here are my findings:
1. Code amendments for Barrier Free Design:
a. Recessed entry mats are provided at all primary entrances.
These should provide a firm, stable, continuous, relatively
smooth surface.
b. On each floor, one special toilet room is provided for
handicapped persons, equipped with a privacy lock, in lieu
of one toilet room for each sex.
c.
LESTER J. GILLIS
BUILDING PERMIT CONSULTANT
13560 Sherman Road N.W., Seattle, Washington 98177
(206) 363 -4779
Signage does not appear to be provided for accessible route
of travel.
Lever handled hardware has not been indicated in hardware
specifications.
2 x 4 wood stud bearing walls are shown at stairway enclosure
on structural drawings but metal stud walls shown on architectural
drawings.
3. Base plates on interior 6" pipe columns should be 7/8" minimum thickness.
Sheet S -1.
4. 2 x 6 joists at 12" o.c. are shown in Detail 7 S -7, but 2 x 8 @ 16" o.c.
shown on plan S -3.
5. One hour shaft enclosure is required around dumbwaiter. Section 1706
UBC.
6. Divide attic space with draft stops every 9000 sq.ft. as per Section 3205(b)
UBC.
7. Provide draft stops in suspended ceiling below floor in accordance with
Section 2517(f) 2 UBC.
Al Pieper
March 20, 1979
Page Two
.. Obtain approval for the use of "Cypher" locks in corridor of first
floor and at bridge exits on second floor. Section 3303(c) UBC.
Provide illuminated exit signs in accordance with Section 3312(c) 2
of UBC (occupant load is over 300).
10. Submit shop drawings of sprinkler system. Sprinkler, heads required_
both above and below suspended ceilings.
Please feel free to call if you have any questions regarding these
corrections.
Very truly yours,
The Mithun Associates, Architr
2000 - 112th Avenue Northe'
Bellevue, Washington 9800_.
CITY OF 7L KWIL
wu np` Al,
TO
�nz _. ),. C?
79
b DEPT,
COPY TO
454 -3344
❑ Shop drawings ❑ Prints
❑ Copy of letter ❑ Change order
❑ Plans
L EITME t(DEF IrG9kRE IFITIMLt
DATE
• / • 7/
ATTENTION
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via
❑ Samples
the following items:
❑ Specifications
0
COPIES
3
NO.
asks
DESCRIPTION
74
THESE ARE TRANSMITTED as checked below:
❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval
For your use ❑ Approved as noted ❑ Submit copies for distribution
As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPIES
DATE
NO.
DESCRIPTION
2
4, Li . Zq
g
►►^
mo. I
•
TO
REMARKS
The Mithun Associates, Architr`s
2000 - 112th Avenue Northr
Bellevue, Washington 980L.
pi #
454 -3344
c ir f off= -rr *4B L"
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via
❑ Shop drawings Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order ❑
THESE ARE TRANSMITTED as checked below:
X For approval
❑ For your use
X As requested
❑ For review and comment ❑
❑ FOR BIDS DUE
fplf t.l'
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
19
COPY TO
riaTrirEr _ o� UGUa611077aIL
DATE
ATTENTION
JOB NO
78563
NE B
X X
SIGNED:
❑ Resubmit
❑ Submit
❑ Return
the following items:
copies for approval
copies for distribution
corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
rota- tt1 ref Pit 1
City of Tukwila
Fire Department
Al Pieper
Building Department
City of Tukwila
Dear Al,
Edgar D. Bauch
Mayor
Hubert H. Crawley
Fire Chief
Fire Prevention Bureau
March 9, 1979
Re: Xerox
In reviewing the above mentioned project plans, please note
the following:
1. Per UFC Sec. 10.104(b), "All doors in or
leading to exits shall be maintained openable
from the inside without the use of a key or
any special knowledge or effort at all times
when the building or area served thereby is
occupied."
2. Per UFC Sec. 10.113, "At every required exit
doorway, and wherever otherwise required to
clearly indicate the direction of egress, an
exit sign with letters at least 6 inches high
and readily distinguishable shall be maintained."
3. Walls to be fire stopped per UBC Sec. 2517(f).
4. Where attic spaces are fully sprinklered, attic
spaces formed of combustible construction shall
be divided into horizontal areas not exceeding
9000 square feet by partitions extending from
the ceiling to the roof.
5. Maintain sprinkler protection for all enclosed
areas. (Includes under stairs)
Extend sprinkler coverage to include all canopies,
entry -ways, foyers, etc. which are completely
or partially constructed of combustible materials.
6. Hose stations are required per City Ordinance #730.
7. Fire extinguishers shall be provided per NFPA #10,
as a minimum requirement.
Install six 21/2 gallon pressurized water units and
six 2A -10 B:C "All- Purpose" dry - chemical units.
City of Tukwiia Fire Department, 444 Andover Park East, Tukwila, Washington 98188 (206) 575 -4404
Al Pieper
Building Department
Page 2
Re : Xerox
Fire. Prevention Bureau
March 9, 1979
Per=NFPA requirements, extinguishers with a gross
Weight of 40. pounds 'or less shall be hung: so that
the top of the extinguisher is not higher than 60
inches above the floor. Extinguishers weighing .
more than 40 pounds, shall be hung so that the
top of the unit is not higher than 42 inches above
the floor.
.: T'FD f :
Extinguishers shall be located so as to be in
plain view (if at all possible). If not in plain
view, they shall be identified with a sign stating,
"FIRE EXTINGUISHER" with an arrow pointing.
Fire hydrants are required as detailed in City
Ordinance #729.
'Protective guard posts or curbs are required:
around all gas meters, electrical vaults, sprinkler'
valves and hydrants.
Please include these. comments in your review of the above'
. project.
Yours very truly,
James A. Hoel.
Fire" Marshal
�«Inr •nti.N
f • J
•
z � m
.:.1., 'av=
• -- "J,"4,1.l.W-G
,..... A.YY..iR.�....W�
r>=0 ' �NM ^phi ! � 1 tie
4
r
A
� 0
...
34'04
1' �
e xidme+ +S:4► - Gm"'1" ` •
'vim totes,
4110itisitcrill b44 CUM, - _,eft.44.4474.fr-eoltu
+�w« aref«i
•
FILE COPY
14111111•IMEMIL3Lilitsilan Check ;p "oYQ,:t o: 0
sub; to ( ° tr�r : ' orli -err! cipprrIvo ��,f
1}!rwfr' el M -L -f' ; ., r . ,r • � .Ot VII ' ette. ;1 a ! 1 S
+L•••• • • • • Y 4 • r• r
••r• r. 444411.41••• U o 040 fffwo•.L a.Rit •. +•4141
-ac. � 49
gArelcwit #451.1.1—Pt
!Pp 1, 4t f ::4 STt-r is . tQ be
°e
rei i till the .
liettfeESS ta the site all f* . --o ve
u* � g ;yT of Pot/ 1is Alorks.
VICINITY MAP
1,00t t:111,ia Dona ti Claim "; .7. 40,
03,11 ' 23 forth . Rorioe E4St. 'iesrri ted as rat Ci is
Cclir1trip,,4e i r c.1 at the , ''s rtheast corner of Section 23.
Towi'5 `ip North, R+ fro 4 Fost; thence. a1trio the ` ;14h .1
of :,ato e tion 23, , tr+rth C8 25' 27 " 1.'est - iP3f .7E feet;
thence ieavi na saint 610 3t" Fast 15U0.4►9 feet
to the So,ith line of lnterurtan Artdition to Seattle as•
es tat►l i sherd by (,nf feint Survey tauter Auditor's F f le
Flo, 71020:0 ?9P, s;*id point lyirto Mort!) 88a 24' 47"
1st 9 E: r 1. feet frra!t the intersection of sai.a line with
the centerline of 65th avenue !ouch as estahI ished ray sals+
Catfelt Survey; thence alnnti sa line South ail(' 20' 47'
Fast 500.0r) !) feet to the TRUE POINT OF ri*t+l"tsliti6; thence
continuin' alum said line c(,uth 131i 24' 47" C 250.00 feet';
thence leavinr seio line r ^uth 01 3•U' 33" West 31 feet
to the North line of County !toad No. (22; `hence alone said
Moet,kline South 50 f ' 3$" test 100.09 feet to the '
bed • i n ,'), f a teincien t 328.10 feet; radius curve concave
Nor *steely; thence alone said curse thrmurh an anal r rf •
16 37' 10 94,60 foot; thence tangent to i curve
South ee Pr' 46" tiost 5.5? feet tc a non- tar ^ent ir)ter.
sec t i dit` r�I th the ,rrth line of Southccritor Cou , eva !
(Renton-Three Tree Point PQasi), beinn a point crpi• , .t~`i6,
feet radius ca'r've concave IOrtnerl,y; thence i ono
curve throe 'h an ancile of 01" 10' 42", P.72 ft ►t; thence
leavinc' said line North 01 34 33 East 0 ,48.62 , Riot to
the TRUE EOtrtT OF BEC+t?IMCtit~,,
"The intent of the r+hnve tiescr1ption is to etrtsrace all of
the folloo described . property1"
That portion of the•tle4, H. Millar Donation Clain! No.' 4C),
Township 23 North t Rene a "est, X1.11. , s+escri bed as follows:
Peg i nrni rci. :' 3.36.78 feet Wes i. and 1501.50 feet North of tl~e
Southeast corner of , Section 23,, township 23 North.,
Panne 4 East, W.M.,, thence East 250 feet; thence . .
South 325.50 feet to the "forth line of County Road nine. (.22
thence Westerly nlon'a said North line to a point Sou of
bec.inniofti thence fourth to hen+inninw, EXCEP`" portion
convey! d to K i nn County for Penton -Three Tree r Point Cnurtti;
Road by deeeci record volume 15f5 of de+ds , pane 41 86 -
under d1 tor' s ' ;,; w? 26&5209, records of s a i d county..,
cl
A S C40 4 ,PCP Cerr
'St 7 . r a ± ► PLAN,L
.... t ;£ « , .� .. -
A - ... _ 4 ; __w.._
1 4 :" 43/rPiritA
Wit-OCZNIV .t;
440. E y �r,"d► ` ;` fr -
Pit , ,4, - "`. .
AS _4,41gigare,
•
•
;•+ly
4 .f
A ,d
i F
r
AL-
d •
•
Y : r
eitY
1'
.n-
e;:
• '
4 --
3
4
•
if
4.
•
t {
r.
r ' wf."'.Ja. .LYE" _- �."Y�w•��r.
J J
a.
•
`
( 84)
(86
(88)
SIPINIPORMWRIMitaftrUffea
utadvammisvmsout I
e..
.,, «, 4 . • ,..,
•
-- r--- - STPAP
84311111 !1114;.t
eats 414*
41 1. yW '..4
ee GRADE TO DRAuv
FROM Ca tI
PARTIAL DRAN AG DRAINAGE PROFILE . :. ;4G 4VT eoo_ /TY pr PP T
pito SCALE / ;s to ooc 12" C `kt P
AT %ram
5347 1. ' T c 4
, i SST Ea►
TYP! C
66 .0 .. $
r ci Y! #s.0
on/ ow
T L I C M. P
i'4• % GRAM
TO FiVor TO IltOOF OVUM LAO. gt.STIM
DRAIN l Y31'‘M
,
Ur, M,i , e\ A L LiTO IN I.N. .
INSTALL 93 OF . " .A4t.
Q r Y,jy
r.'
r 7106
for --.........,........... _ ...,
OAAOi "` w
a... , a4s L a •]I ... i ,i lYN ;ft s a ,a i�M 1 I Y� L. ,3(:# ;j r N t, r
to uvii (4,
I� A D
IRe MOVq E YI; T, C
11 3TA L TYIv( C 0
13, 1440
(40 "S esr *1 4
1 Vi , it ,1 010 ,
It%'i 4% .0*
SECTION A A
■ CONTRACTOR TO OBTAIN ALL PUNTS S REQUI E
INSPECTION b ALL FEES AS NECESSARY,
2, worn< :MALL . CONFORM TO CITY, CITY OR STATE
PLANS S SPECIFICATIONS W M *Pt ;CABLE,
3, CONTRACTOR SMALL PROVIDE ALL MATERIAL LABOR
FOR COMPLETE OPERATING $P TALLATION.
44 CATCH BASINS, TYPE l al rit , . :114, ►U. BE PER A,P W.A,
PLANS el SPECiFIOAI ION$ W IT $ `I $CYCLE 0 PROO F C.3„
FRAME PER CITY STD, PLAN
i ►. THE FACE OF Alt ROCKER' WAILS SHALL. BE INSTALLED
` A stitioart4 FACE,,
40, THE LONG DIMENSION CF THE ROCKS SHALL EXTEND INTO
�a. THE EARTH 1O PROV MAXIiityht STASIt017Y.
tie= a LL BE PLACED $C AS 10 LOCK INTO TWO
i irar,
ROCKS IN THE LOWER TIER, (STACKED ROCKS HAVE NO
VA . E WHEN RETAIN :NG EAR,)
41, MAT N ' UR R TURNS ,' ( U R.S. DESIGN FOR E NTtR . LVD. RE C N `RUT N
Y1MiiNiMYYr,y
eCORMAATED PLASTIC PERIPMATED TWIG
C1R EO PLASTIC TU
Ys • . VON,
;• p •
I
4•••
•4111111. .M17
l
•
}
y'r
•
s
y
«;
t ry
4,1
Is•
IP
;r.
-
•t
•
'i ^
't• . -.
•
t
•
t1
V-
•
.; I
{
•
t
' -I
1•
•
y. •
•
0 1
•
• {
• �.
•
' 1 1 ' . y■,
r
, 4-
{
•
•
•
•
r. - - ?;l.:t. • -- -. 'A '. • 4. . AV,' A.X h,.Sik•_. ?.11.- ,. c..a. - .t' f -• :•. ik : • •rr``• :,`:. - ,, il• ^dz .... .... , _ •.5'.+'.: ‘,..}. ,
- it- •,R iy0!p.'1T+ {mot. ..`E ....,+.+s..: '*4^'i -,r1, tir- ..«.t?• • _ . s.- ; y . w a71. Q . , -,I !''•1 - .••y...•
a . - I + -.
f i, II.
• , : .. L
{
t.
•
•
12■
•
t� •rtt 11+
t
4.
.�' . `sf:: � �`� �y:. � �,y S ityr- . * - • •.'� :. ,� 3.7: _ .4' �i
•
•
r
L
{
4 ' 4
f '
•
•
DTI i(J
•1
•
•
. !
•
•
,war •"1 11 - .• �
t.
or
• a 1
•
•
•
j 4. , : ryf
•
f i •.
t l i
1
r
t
• . -id t •
4! `
•
•
1
PIP
C
-r►
Z
_. ........� - �e�°- �GSs - _ ..� - _..+ i•+ P22- e•."'/ gR - '�'- .a�i.'__re3<i�.•- !••: �.
♦b
k �`
6 3,
eik 4va,
/r41
frO
L' ,r -
It
■
(5 1
t
•
T Aineemmiimomicansumerocamook
. s _ -1 V IT . 3'?:...1 5 ;!., - _ _ _ -
if4
WASHINGTON 98004
•
•
•
•
vre
sts-
F illealmininuoutineseimIllINWISAPINISMIS
rE r
J)1.1-Li
454 • 3344
Av
fA
ti
•
•
r
•
OMER L. MITHUN,
•
-
dA
t
mos
•
T
•
_ . . .
FLOOR
' MAT.
1010 II
IL-1
1E011 -
aril
...
BASE
WALLS CEILING
. T, HOT.
TAIN1
My
. ,
. ..
' RE . ~..."..
•
a ,,mr,
two yr 64,
4 21" fivik WMrifisreCrar
i wo
.., so - ,.
liote.
4
a*
Emi . 4)
imp
'I 1 rA e 1 "
__f (f 4 )
1 eh ie,, 1P: IP Ett ,6
. 1
ia
41
MINN
1__
.
lr
aVielle
CO VOA 0:1'44 . ?it
roommt
.
4Z ' IMIVIDOWAir
MIMI 1111111
1111111111
.
-
A'0 4, 4
STAR PLANS
INTERIOR FINISH SCHEDULE
4 i re ..-40.016, 4' :•?, We' , 00 ("41
r Air 1_, ;04* at A, , 6 7 - 6. I vs.,' A 44, pw.Arie 1\44,0
ve44 f TT-4P ; lia'
— 14r . ,r—
DOOR SCHEDULE
DeatillgA
* At , I
* I
rv
STAIR SECTIONS
'Irjr Thfok44,4010 Arr 4„,_ Ti
otAINO Iv tiork
_ 25grasmitamm __
, .
+1044 , zivocATto#4
rhAti 41-170k -- - , Coil ...
ti-41 1 Us t
VoN 1;411.%. 114m
14-0
1f2.1•4 ?wt.. 1404•460
tt 101 '"
44: 'eh CI:;"
,
t,rr
ts:,144z,'
r 41 C
44
CM=
11 -
44 44`
,t • L*.
.. •
2
J
• J
•
or
•
•
4
• ;i *'
1.04 L
•
•44444..44.4
••
M " `
4. - ...4.rr..- ..�...,.�. +..+14�t.r.. - ..1, , ...+..n...■ S Lli.ii.+..iw..dr__ a ,, .ri w.ra4.i.. v...
0 - 47 - raw "00044e,
M . 111444aaN - 84 44'ima14.44141 o. '4 f.Iw$ MqN
... r•.1,44
W.,..r.1w« «...w.�. ,..� .. .... 4 ...1.1 r
n141
$ 1 4l r 1 I1 1 P
f#m16'm'�`Y 1.. 11 R,� , �w1 'NM ", 4•m1. .w
•
..: �. 44
4444•4 .:..+.1..... 4... 4 i.....'... 44 4.4, . 444
.444. 4 .----
4:44 = 4
:4.... .: •a {
+ ..! i . ..r.•.• ...4 •h y.
}
..: 400.1..I1.144.i 1.t.• •
..� �,.- •....4•..r._ .- 4444- •..�.,.... r...�.— .�._..
......v
444 ..' ....4.
..w4r10410.440w4.
w o • ,. 444.44. 4 , 44. .. 4 {' "4 44 4 . , ww.. «-. .wrr.� 44
��..
'TlYT'y4 . .. , f '' 1+?, .',TR!'1f:.= 'k"Tr:', "1.';,•.'',
r
.0.111•141*610 4..+. . •.w,... P.4 *4•4414410,••••••
• -. , .
•
4444.144446. 4.4 rosapm44441.44.4.4 ,..444414MPPOPP4.04
,. s
. „a1.4.,Y....4Y
., + ,114.;.4• 44.4144 , . .y.4.,. "._"Yr 4144^
11I14N .ten. rrr• - ' aM
w.. r.. ma .•. .1,.►arp....l....I..wm11111.4 ,.
6`4 CZ
. MNP V4PI..M4 MR 4rYY4{N Sa
At -- •.O1 -- 444∎11 M.M 4w...4 r ...ir
. r ECr y` .
.r-
.•
•
'xr
�. 0 '..
i4
.. 444. .4 f' .
:, 44 14 .:.r.'`•d+�. r,
N' r' • 4 , r
• or . •4 • •
,,
tai 4
• •
•
F.
v_ •
�4
3V „
•
•
•
4
•
•
•
•
t
r
/ • rie - -- s
tPI77( 1421:a14
.',:•.4iS7Y: Ly11 {'YIIiIWVI.uAYM IC.W•• Wr. rz w•waeol•romioni•uoaalsumasart, '.rye. •.. 711i.J /C•411 ^ J .�i►\M+'_1
N
.. ?...,.,..
0648. m4.16410.0.0 06. 416 . ...• • •, : J ..., .
d'Vh' /7
. •AI
erwc4
.a .)w.:7.' ••.••••••■•••■•• •
6•
• •
r �y
4
nC -
r,
C
1
.4
; '
I,
�I
111111
L.„
ti
A •
•la
•
r
r.
•
r
•
.,,
1
WASHING ON 98004
454 ° 3344
q<a i•r••• gh•
••9--
r1• •t9'
OMER !.•. #VII T NUN,
J. DONALD , BOWMAN, A.).A.
ROBEAT L. RAMALEY, A.I.A. :.
P i 1(dl6'l'Rf:.nr,:' * hr t ;
t
. r
• yl
•
t
t
•
y :
! r
k•
• e
,.�}�� • tv
•
• 1'
•
•t"
4.
•-
''.!„
r •
1
.'c
. W - Tcr: tji >LI 1 144
4
•
Id.
t /
1
r '
cbky
. •
cis . kre •••••
' ^ r: ° :. + i ; 'U�
.;
(
•
4r•
l
}
4.
1
•
11
t..
• t.- f �
�a ' * - ..1.P3 1`+ta - ,:�•. -/ It; -_ _ _x• r.�nC' _ __ _
..US. -t i?! ` ` �..,� .i�.�t -l4- nT C�•`.N_�._a.. - �5� .�.,t.._..
` 3..r ' �±s ` aa,.�..`a.. - � �71
(
•
-• 1
E t
•_ { 1
—� _
_�.�.. �_ _.. ... �._�..` •..s.. -.�:�- � , 'Jft.T_ 'ice - .- .��_. J ±� `+t. 16
-- - - - �� -- —_
1 .1-. /...
•
f '
si. u
I
t '
$ 'yr
t : _-
. 1
'b- •(Y' > 4'- �eif.:.�.� ti- j �: f =r 4 x j � .. - - . t.` f`i' = -•
._ --- �. �_, ' . -.:L - . .,....':. .:'t f- .._ y.•. .Y-,0 ,_, a,. ,', . ., .. t SI•+a-,..-i
./ ;.:: - - . ,- 7 ,
i _
.1
t " + •t
1
rt
-1
•
i
•
• . -
•
ft
•
•
•
4
•
I
•
•
Ow
.•
-
•
•
-
...fr..r. -.. n........r.r•.••• ...
-
• • 41/w11Mt Wlw.awrVr.rr►,Mwr..q.r.. !•r r.`rti+ !r'r•r+- 'r..w.r.•w.A.....••..+•• ••••••
„,. •
r
•
•
Kgitv4e 11044
4
talAY ..tezroV Asir ...ae•dx
ja riser • " . .
Keli , f et-AN
,
pi—Aeee eolz
r faA" T'1' -'
' .
u
mmismomummommismarlimmuumwomm
* 4r eetywr .
ikeikpis rum
•
•
. M., .14.
*LA6 5t2 �
k�
te•3 1.,5
fir+• . ..
•• f.
gotatfitiro • 8 r 4 4 . 2
„vg. 446,ffit."-av
*
z pt a:hp p‘a
10;%P. 4 44?
G' ' : rr
.- `
'tb I e Z tee: rrt
t, � i . j MCI
pi "444 i Hir
oire 10
i4
doid' 6040044.6iii
esiwts.1 ion 104101,06
Hor: . 4M e jati°{ i ►e1A '' 4 .;Aletsit 4, 4 AT
4044'TR ' f"n •
' eAL-- 134,0 tter‘f"
•
J
• •le%
t .i
��.
dip 4
romor
• 'l
2.
Ns-
NO '.4L
4AF
f
ti
MASK
2 4 T ci ?
t N./ 4 } +. 1
e -3Z4'. M
!v_ ti.-11,
.•err. ►` "^" "'rRtla^'
I,
4
r1? 4 Ige1"*
p
5 94 L.10
04o
tip
•
•
•
I
r oo - r 1 N.'i ‘
� bIM PN S�ONS
r41,0,"1 11 " ft 2 ,
ti
0
•
-0 1LO"
. oaru2. 1014414e -
�. - - - -
Z ! 4 , 44"mm
m pop moo
•
•
F.5* I N rOMPr
e totic*c 420.440 r1LrLr iota, ._
ArakaWNOC, 441t7L 41 filAiW
6,- OA 4.144,-
&AO f•PA iotOti
C.0 64owe
(oh° g
or pm, iffiatiwr
0. r• Cob% vviook(
•_J
•
` •
•
•
J
flogi 10
104/ 1
j e'i c;
^^ '..- - ... -.:- _. r.�arra .r+r �r.orwerrrr.��.rer ■r n.,:,rrr.r.
... r f RAM "\ •�f �.
•
-r
•
411741 . SIT IN f4c4;
4200 i � 4
i L•pf
` Z •�
ige '4%41 A Rice)
F
2•
0. 40 goi, WAT
•
•
44 7 1
i1+ o I
•
w
-♦ •
•
CIP
tAltiO ICC f t Ka i.
.. E :..L. . +.. : . T A ,.: j ;.; ., 6i:. ? s«'R.• r. ' 3 4:44.:C
,60 ;444T18044,
tillMiX !PC--
ST J(Tu *AL ST . F , i '►"Ita EtetULi.si"�i ai .i� I:. 4.tt ; Im , , I "!pie CLFICAfi,ION Ft� Tr t, OE ► . FA# ICATLOg A40 EkECTIO3 OF
�: i. ,r r ar " i a r :- �s . . w _, u T' 9'" •' . w*' '
�i;i �41t, A "� �. U fa:r , t s iAi r 57 EotTioN Pi•uS AO; R.EFEkENCtO
k iii r iitAr T E k L L t� t. ,1x':11 w z fr i_.A fi S A tV''� a ::ii. ' E ° it r t� ' t 0 � S A36, S T r TO A S T, p ,
�. � . � ,. � � � fi� S R �1,_,~ �-G +� „�� ' "r .I, �t � T , M 1• y :�� �'. t . � > �.��. � } �'� "� ���. Ci;�;�I: G T�.
A 747 TYPE E OR g. F 4 � + 5 ' k 17 B .T " !AAA. CONiok, TO A,SrT,m, AJO?
10, ALL _ �:I.ir�iNG tt1i L SE IN ACCfCANC.E WITH A, I , S.0 1 AN D A. . S. STANUAkti5 AND .3 IAL.L BE PERFO tM..D BY CERTIFIED WV.- ER•S r USE ir: 7OXX ELECTRODES.
�P'�►1�' 4l T'lRT7�"'R^r'7�'
11, GIAJEC M(r E � .►H�'t�.t� E fAIIwIC'At .0 IN CuNFORMANCE WITH u,8.Cr ,�1ANIARDS MO, 25.10 AND 25 -11. EAC► MEMHER SHALL BEAR AN A.I,T•C,
talier ttAr RrANC SHALL aE ACC(MPANIED BY AN A.I:T.C. CERTLFICATE OF CONFORMANCE. ALL :AM$ SHA41 SE DOUGLAS FIR COMSIMATION 24F.
F 0 2, 00 V I. CAMBER ALL t LU�LAM BEAMS TO 2,000' RAD:UaS, UNLES' SHUW i OTMEM�WiS, ON THE PLANS.
124 NoliFAOICATED RIO 1rwu�AI S SHALL BE LIE S I G iEO BY THE MANUFACTu11E R FOR THE SPANS M) CONDITIONS SHOWN ON THE PLANS AND SHALL SE FURNISHED
AN 'r �r` ., ,- r rb A>tE WITH tHE MANUFAC'TIJ Ei'S PuBLISHED SPECIFICATIONS, ALL NECESSARY MINCING, CLOCKING, PRENOTCHED PLATES,
ETC!, SHALL BE DETAILED AND FURNISHED BY THE; MAt uFACTUIER.
SUBM1T SHOP DRAWINGS AND UEy1, N CALCULATIONS (COMPLETE WITH STRESS DIAGRAMS) TO THE STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION.
DE5I4: SrA:.L CE BASED ON A FLOOR 'TUTAL LOAD (LIVE PLUS DEAD) OF 135 PSF,
DESIGN SUBMITTALS SHALL BEAR 1 STAMP Of A REGISTERED PROFESSIONAL rNGINEE R, STATE OF WASH!MITON, ' '
PERMANENT AND TEMPORARY BRIDGING SMALL BE INSTALLED IN CONFOkMANCE WITH MANUF'ACTUREk' S SPECIFICATIONS. SEE ALSO NOTE 18 BELOW.
136 Fig MIND LUMI3iR SHALL BE GRADED AND MARKED IN CONFURMAN CE WITH W, C. L . a, STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 100 LATEST
. r ""TatilSMt 10 T` E FOLLOWING MINIMUM STANDARDS:
J,g ,sTS: DOUGLAS FIR NO. 1, MINIMUM BASIC DES;GN STRESS. fb ' 1,500 PSI.
AD . ,.,Pr. J0isTs: 2 X 6 H I4E1R NO. 2. MINIMUM BASIC DESIGN STRESS, f 1000 PSI.
AMS eR T,,,:. Ian: DOUGLAS FIR NO 1, MINIMUM BASIC CUES1G8 STRESS. fb 11 1,350 PSI.
►"1'S TI1 LLI: HE' -FIR NO, 1, MINIMUM BASIC DESIGN STRESS* fc 850 PSI.
ST.,upLPL :T .. .!I :. F RA 1J, 4 DOUGLAS FIR OR HEM-FIR STANDARD GRADE
14. PLYWO(r ROOF AMMO F OOR� SHEATH NG SHALL OE FURNISHED I N CONFORMANCE WITH U.B.C. "S1At4DARO NO. 2S - 9. ROOD` PANEL PLYWOOD SHALL BE 1/2"
ritiM1 , ice' f) C ..D, oR $`N" (4 PLY) C -0, FLOn SHEATHING SHALL BE 3/4" C - 0, PANEL 1.0. INDEX t 48/24. USE EXTERIOR
GLUE THROUGHOUT. Or iterwati re . '4, 106 l :€0. Mt C. T •
i5. &010,121m f iD SLOCUM IN DIRECT CONTACT WITH CONCRETE SHALL BE PRESSURE- TREATED WITH AN APPROVED PRESERVATIVE.
r
16. Nona SHAL1, ROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTINS HAVE BEEN COMPLETED
IN ACCORDANCE WI" ' THE PLANS.
17. DRAWINGS INUICATI GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR
k W& TO UETA S- SHOWN,. SIMILAR DETAILS-OF CONSTRUCT OMi SHALL BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE
STRUCTURAL ENGI NCER.
18. ALL STRUCTURAL SYSTEMS WHi $ ARE TO BE COMPOSED OF COM lENT5 TO or rim ERECTED SI1ALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING..
aniarlAhrairrORAGt AND ERECTION IN AC'CORDANCt W Thy INSTRUCTIONS PREPARED BY THE SUPPLIER.
19. ALL F'Q T1NG5 RUST REST ON UNDISTURBED ORIGINAL WITH.
20, WOOD FRJ`.M1NG DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE UNIFORM BUILDING COOS. , MICMUM - NAILING.
Uktf53 NOTED, SMALL CONFO ' TO TABLE 25 -P OF THE UNIFORM- BUILDING CODE.
21. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETT. PRECAUTIONS ARID THE MEINODS, TECHNIQUES, SEQUENCES OR. PROCEDURES REQUIRED TO
PTIMAKIffs WORK. IP
22. DOIGN CRITERIA t BUILDING CODE)
ft "so
•
•
tot vi Niuriesm*so.
50.04.1- AX011:41.
SECOND FLOOR LIVE LOAD
PARTITION LOAA
FIRST FLOOR
WINO
EARTHQUAKE
*SOIL BEARING PRESSURE
•
1444 1.Tttfi,
J.
roosPoimlico 410:
AAL,Ls oce*loA f444:1) f.
ad* IL) h5 tali-Ma iiola,DE 1)C., 4: ow. Kt_ EL:Efirli 5: ::Vilit IrLES BAX., 70 BE FIELD EVAT, EARS TO -
•
•
"Supervision shall be in acccrdance w4th Section JOS of the UnIforat BuiAing 004e
1.21-4044 eit% #1 "•4041141 elAte-Aze
•
puo# AY SIAI .A4.3
ILAAL
25 PSF
80 PSF PWITION LOAD
20 PSF
100 PSF
20 PSF
2.500 PSF
gaistd gin Soils and Foundation Engintherinq Study by-E.erth Constiltants„. Inc, dated December
Plefita-441
kokitepagroolwas 4: 140 0 114 .4 00 110., Are.
oki4ikm 7001i
In* Architect andltructuraT Engineer sPill
•
•
•
c v,
co
•
Lo
=
0
cc e
•
•
•
•
•
•
•
•
•
•
•
1` y {
1.�
•
• 1 i
4r
•
•
I t
IP
1
I
.J,
..rMY.ILF..n • • YM4 WM.... •...a..w
r..O...wn. 1. -r. Lori. -.
•
,_.. _..�.. •••••••••
4%.
G
4
•
0 Tk CopoN 1 S Fi.
••••Nt ,a igraklp .((.MAh ♦S«wYw. - --+r. i— H••'. +ro.j`•� .. ..�v,Jnr�.�
8
47
— *,
`` r
z-16 6 —sift fP6N4-1
. z44` 4124. TYP.
�'
I
{4 ..1,. smew
.,. wa.v.rll.. M,..
TA ��AAIM
G
r
/13 a
�T�
.
1. FOR 2,0e? SLOpwS saa G44.
%. Co* MFNe a 41/x► x L. Mais„easikAAS
AND 011 BEilkhsiS N ,E D
4416.Va CAN\6 1 tittstLeSS
6 ;4 s It
r
t>WGS.
21 /0 1 /6' .
NOT
NOTep
�. -
4 Ito e
..1'M•.Vi *r+4
TM
•
'
Tyr
ar4
• —
," .y .e'1,M'7<
IY*
4 a 1 M
.
e#
*N4
6,34 I
•
6
43 letP4
Q
•ro-•q 4.W • .
• •
\ g Y l 4 z
/ ME64 N
(11-•
•
4 8t•8 sem•
Cif .. ito el,-
... „ «lop' ems rr
4 1M
4
A
9
yl „,„„ witaa po swALity-ie4:
ee610 e e
: ',�+ ►,. ,+ .- -? i .:a+ A` "' *ia ,..,44 11 - ate.
14 1 el
C.074 -0 5 irli.00
•
. • .■ • . • AO*
I S.
zpd
e.
24 6 C
•
WIMP
2 s?
•
RE
0
0
0
of)
P 1'
Lir
co
1
Litml
hod
•
t.
. -
'Pr
•
4
•
J
7 )
•
•
,h w1L•+F
j
•
d J /
:.n.►• �',.► y.:YAlII1Y1./ -i!.:= - :ails: !�G - ..�� -= .' -r, -' �; ,•
�=4
-
J
•
J
d
.... , i. .
2' Psi i H
e"o i
T'iP(CAL i 5TL.
_O
...c _.. ,., _•
PTO: litem ; p
•001,4 (,- ,
s 0 o e.
WA
.r._. • . .._ , 4 01.,.......
..r./.r •iY... w.W/..i t ay....rr_.r.,........+.ri1•.W..
RECD
C - 7 1 eZ'
..
. - ,�_ >:. <
t. AAP
/
F ,.
Sr.
41
Y '
col
1 '
•
\' - • J S
tit
g
t
bRIbG€ 5SC.TION
....,
._YWM.1111la1.i __ ur..r
iYW v1•61414
$RtDcE 5ECT1ON
A L EC 10
v t C , , OGEE 6 6 t
wA ►4+1 ( ak?P2O ED
aye
okL , `? t C A :.
L
E *t I o 11Y. PO to
NNIE CTI0 43.
SECTION . k'
A a44 4 4 , 1APSO44 +A CS
OR Sa-
011 ... .4.014.:4 ._ ,.,. _....
IF avowal
M
uala
a
. 40:10 0 ., 0'.•
q.•r.•••r• +..♦.....•
•
• J.'� .. ak .A � : . u . n,�w«•' ..
wwrsAr7.r m.som, r"...sma+sns€wr1111r1wu0rewwSrwww►w r le AS
,...17:1:1 1 t,:r.A.t tgAttriet ora
Jaiev dr= 1
raik.Loasbal di,WO
('(imAal rMC yl ZS
•
lid - re vise � t.•
t'44,"" + 40 10 0;7. 4 F 9 *L0 ,,, V ,
;EC E
:1' F
.. : �- — ... mow..= ... .. - r-...- .........,,,�:�._..
1
z.
�! ' .
v
J
• I
•4
:#!
ij
I l■
5
tC
F..
J
•
•
/f
-'-
(84)
it%**4
'4
(8 8)
(90)
(
1
..r ;
iii-SMCIGO KAI E
trifle* Ira& (MU
: LYfLTL
w� sc�ic
•
1
.i _'r_ >s•.+%. ;' '.
toalliMaroommillosimegielig
4,444044.41• 4‘.4414114•4104.414"
0 'ddlt r>war'P 3 iii Es #SST
7 ibaZielat-
iT t CaSCIPON
Pier C orAi Ai,s_
•
tR:
'
.9�
'
v.)
tf ,c4A„ g 9 , 41 1 . -
ti
w
o
r Ai;
fl u .1‘4.-pis
31 1.4
•f •
tit- 0 L E.
5 .
-ti
qmLA
\ SCALf
1
* 411111110111
.w,
At IP
1/1A
isor
Of
e
led
kt‘,*
.:o
cl 4e#
1
o edeo-
4-13.
1
'
'.
i
\f
— ....
1
J �
0 \A":
ttA
/ •
.0 /7
(;:ti
fi
r '3 s
S r
I it
1:1141 - -
tit
tiks
s•
z
6-2
cr
0
tis
-
SafshisailADISS.
!. CONTRACTOR r4 OBTAIN ALL PERMITS & REQUIRED
INSPECTION a ALL FEES AS NECE.RSAAY,
WORK SHALL CONFORM TO CITY, CQuNrl' OR STATE
PLANS a SPECIFICATIONS WHERE $PPLICABLE,
.
M
A&OR SMALL PROVIDE ALL MATERIAL LABOR
OP cOi#IPLETE OPERATING INSTALLATION,
; ..
.// .
' CATCH BASINS
TYPE x► "''":` SMALL BE PER A,P W.A.
PLANS 8 SPECIFICATIONS,
THE FACE QF iL 0 ' C <ER ' WALLS SHAL.L. 8E IiBTALLE:
WIC` • • A SMOOTH FACE,
6, THE i G DIMENSION O THE ROCKS SHALL EXTEND INTO
THE EARTH TO PROVIDE MAXIMUM $rA L 1TY4 '
' THE ROCK SHALL. SE PLACED SO AS TO LOCK ' INTO TWO
ROCKS IN THE LOWER TIER (STACKED ROCKS HAVE NCB
VALUE WHEN RETAINING EMTl .)
E
grnTION A A
trilimmionalmemaivisoim011ids Aram
aims* al osartagrowasto
crr F TUOILA
AFPROVED
:114 3 16
foo
=4
4"CORhUSTED nAgne PERFORATED TUBING
4 PLASTIC TUBING
,....r...r..s $ IUSAFED PLATT RF
TT PERATED TUBING
J
- 4M14 -Ea leCJSAT PLASTIC TUBING
•
-- ri m .al.- ^t rw.ar.► - wr.. •,- -i
bw
•
-
MRRUGATED
KWIC
PERMUTED
ti-
ia
fag 0
0
3
•
•
SCALE: I'"IP 20 ET
SWALE
M
INSTALL HAY DES PER ammak
DETAIL THIS SHEET (CONTRACTOR
MAY USE FLT ER FENCE AT HIS
� OPTI )
46' m ill it te- A 1 5,4. "1662114. 1ftSferCrial f Siri ct*Off i"W er * ,!AN DEIr T11. 1147 SZTINIE TWAT CLEARS* Aitalille
ari
ONISTAIOCrats 6 optiPLUED Tifie f KAT Oi l F. n s
frAP-5 *WE -%734 6-04431 Cr 111444$ frat EMOSOP MINTSCRI, firaWAREO.
"T SALMON TO MOTIONS
NO SCALE
I'M, FREEBOARD
Au-STRAW BALES AS
RE4t+IRED
<�d
s
•
J
l
C
{
•
J •
•
•
♦
J
.1
6
4
..
"•"'' +x
r
•
ry
•
4'
fir
WI \
ti1
• a
•Ut�ie'„ '� ^5
•
10401.M0100.1111.410.f11000%.... o, .w r N ew M 1'V■ •4' P I' 4 1 • 4541° 1 �.v 1y 'I I.40. If
+ .14 ♦ V 't1Y1Mf Y
air
�
asp-'
1
i t I LP & ) 6 1 ° 4
1
v4 b • l
INIK.4111110111,00*, "INA .. 414
4.. 444 4. S9 rilmm41.4 r1 w I b 4. +• «4 .4.64/4 ..•a or I • M' NNSwr M[•1
at, :S :1
1444 11 .,1V 4 I ..r . 'Y .1, 1 5 %I1.r 'IMO OW? ' I '+111 +1o'1 .F..' V1♦M5IWIV', 1 ..1 Ivor' 1"
44 11 ..
BY QTY OFTtAttiIt.A
03NTRACTCR TO OSTA4W ALL FONTS a REQUIRED
INSPECTION MC PAY. ALL FEES AS NECESSARY.
2. WORK VIAL L. CONFORM TO ary. COUP rt SUTE. PLANS
a S ! E AT KOIS kERE APPL BLE r
•
CONTRXTOR SHALL PROVIDE ALL MATERIALS a LABOR
FOR COMPLETE OPERATINO INSTA L..ATION.
PVC. PFE SHALL COI4FORM WITH THE V1S S tom" A. S.T M.
0 303 OR D 3C64.
RUBBER GAS "S FOR PVC. PIPE SHALL. CONFORM TO THE
REQUIREMENTS OF A.S.T. M. D 1869.
8. WATER PIPE SHALL BE *STALLED PER A.PW.A.
SPEZIFIC ATIIONS. 1
.1 -
J
•
.{
_.,,...,�.- h " rW " .la ":.=. "- n-aslnca -- ¢2:. V�— N - l �' r Yt .. - 4 ,L-`.. - _ � ,r ^3' .a
�.-. rnsc .
�a�wc+wlr�t�wwel+-
•
Y
- 4:
IC
k.
a ww.yw rw...- .w.... _*S_.0
•
— I rk► t'... a.
•
4 ""+w1fRT 7 e ,,,. pm.
N
6.110111/Y.Y Y . ......yr ...vs r ........r.�YY..
l' s
tedi .rIT
afr per'
on
•
- .161111■ l: w.�Y..M.ar rY.VY► w- .. rY.'�r. Y++/Y +rer.
w.. r . +w.�,. � r..ww.w ..- ...+w: ..............++w . ir...... - — ..I 1.. -- ..w:�+..
•
Cafti. left
•
•
.• 44 * A :;
c _ +•
-a.IIFas MIYuYarlu#1114fr aia
at* 6411011,'
;wr :r 04* V im,..' .~i�w:�Y. `: 400 , r. re ., At «. 'r+�` + "' 'i6 ' '''F" '1 ru !'
J +
•
4144
r."
•
st
{
4.!I
{
'
. %)
4 1001►11M 10011.4C00011.
i t R
E a . .
•
II 4111`1,— Vtik.- Apr-, . * ,
i
f
. A i a s- =�-- -......,: -_ .
wwira ---
•. i
t
I
I ra . le .4.
'
t Rat 444
I S S I T
• L
r
4-4
•
t
I
i
Iewritistratteratoter t >wor � 4c�i+:illlYlilt2 FLittMYi� iii° late —.-���
f
:€
.7-- - t - - �:+ -.i: _ zz• - - � a=- - - ! = �'q �z•� c•:...r .+ K'..�•iAnc .+.•r - •
- •-
s
S
v
.
. '2
f
1
ftw
,p01••••••
.+r
st tie
3
4.
0 C
,.
-
_
s�
1
•
•
- - -'
^
•
t
t
•
•
F
a-
a
A
C)
-a ,
V
'i.•.z:�.:r;�.�.�:.�•- �.�+rv: 'tL,:�.�sN's JMa:>ti: �- -:.-w w!�•J >+i�'fR:'R:a.
•
to : _ s - - *-fc- � t j' - •''+�'.7i.�6...,;•� . ` �Y - .p+� e$ �; -. s]� , r+gf. ., .
I
-
C cam'
- i
I •
I
Z ,
r
-, _ e ' l�.! �•_ X71.., 1v _
•
r
•
I
•
_v <,4',`,.1 q"
•
i1+ri1M1M')."41 . r='d+ gi/w+MI11HMrlP+�cs
1•:i
I •
-
•
a. • _
(
,' 11 - "r`:.
r
;A
I
•
i 1,�s -.'# is S' -' -•
{
t
•
.IpS••Y>•- .lY-.ti -- +xFt!. t': s si - -.ri js r�!._
.:.,
•■• •
fkt•
J
o' "'
i
a
(1
•■■ •• - - -
t
A
Jr
a<
�# +\wylR/lli. -'s .
f
s
• _ t _�- .--- -4- --• . _. , > - - •.tom rL±L' _ .�. — .- rr.+z.� - ' t- -_�R }. .. t•.-� - t: »...1.IS �_:o:=
4
:3R y --mss Lit^ •> MirJ'ST--= _� _
4 I
--_
J
. mac. 7u �'„
t
Mies
•
- - ' :7 - - - e r r +-_ - _. ... r .iyi�=. -'.l•. - c�'¢.'ts�i. w -
• ` i W •
•
-" • '1,II.r044
_fi s _. ®- _ '�iw - _ ...� :. rl� - • ' : _ : is ( - i m.,va.r>a. .. ,
1
i 4' rt+` n'_ i �t^. w`-•: y= 1- si.. �1.... . ."'- rL�iti:E:ik�•.:'.�
,
•
•
4
re •■•tr: ,.
,
•
1
•
)
y .
A 71 •fM'1
...
1 1Yt F_
P.... tf rr.
1
• t
0 'r 104y0
M1w IL1*4 ****011041*.41 -tailM040.0011114p
'• •
13L' L r • L _, I = Si t.. ..
t
-
I • •
3
•
oe
•
Z
,cis" — — —
•
\ •
1
•
eIo
4 y
I
. +a
„
J
c:�
ti r
J
-
J
•7(f,
rr
h .
s.
dr
J
r
•
t
•
IP
1 •
ts
•
J
t
_1
•
ij
.
0
1 f
I ✓7
I
• 11=4-••11=4-••• .....r.
A^.
x
•
oil. k
LOW.ER LEVELPLAN
oft
t
4
— ,.
4
• I ( . ter
, , mow''"!
4,
/0 1: , 6 7 ...,„.....,, r .
,/,..„:„;,H,,,....masimainmeit...74.1 mum
f'
L.�
•w .
414."
.rwww..w,. . Ar..
I'
•
..........• .
• «w... —
I
p
f►
t i
S ...4 t A
I „ t .�
rt q
.. ' - .t ..w.....�.
/
•
•
•
•
•
...f *1 `11+ .v '? e!' n, 1••
.. +4111.P9
._
}
r n rail,
6 110
1 11 .
.'
I
I
I is
44* ‘44401
I.
iike
•
Is
CA
tes•cr
,ii
Alt
(// • ,.. ;kW 66.4 ....Wk.
D0 WI 0411 LAIR, Itte3,AW"
•
•
41.1111114..ft 1.01116.
it
woo. Aft.
•
4
•
•
ft
1
et
-
•
•