6713 SW BONITA ROAD STE 200-2 1 r""
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CRYOFTWARDJ�c CERTIFICATE OF
WYOFTWAP 1
COMMUNITY DEVELOPMENT DEPARTMENT 04100N13126 SW HWI Blvd. P.O.Box 23397,TOW,Omgon 97223(SW) 4176 - Ot OCCUPANCY
..RM I T #. . . . . . . . DUP91 91 1`;
DATE ISSUED: 111/24/91
SITE ADDRESS. . . : 6713 SW DON I TA fel} #BDG. C PAPCEI_: iRS 1 12AA-Q10700
SUBDIVISION. . . . a 7 ON I N6 e I--L
BLOCK. . . . . . . . . . a LOT. . . . . . . . . . . . . o
CLASS OF WORK. :ALT
TYPES OF USE. . . :COM
OCCUPl`44CY GRP. s B
OCLUPFANCY LOAD 171
TENANT NAME. . . PW. 'A. GRAINUEN
Remarks : Terant Impr. W. W. Grainger wjjr-ehoLtsp facility w/tit r-ms, c�fftf •.
Owner:
SP I E.KER P'AR'TNERS
P. U. BOX 5905
PORTLAND OR 97220
,t`hone #a 221 -5700
t..untrac_tur: •_._,.._.__.__..�__.._.__._._..__....__.__._.,..M____
C. SCHIEWE & ASSOCIATES
0�='4 NE DAVIS
F-fll-,,TL.AND OR 97j.'32
Pttune #s 234-6617
Req #. . .- 50156
Oct_mpanc:y cif' the 4�bove referenced building is hei^eby given, and certifies
the 1_oaplianr_a with the State Of Oregon 3pecia►lty Codes for the group,
uca tparrcy, and use under, which the referenced permit wils it si.ted.
F IRE DEPARTMENT ,y I .Lr[NC IN� - TOR
ESU I t.-D
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PO jT IN CONSPICUOUS F'I...ACE
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_._ _
INSPECTION-NOTICE
City of Tigard Building Department
13125 SW Hull Blvd. Tigard, Oregon 9727.3
Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171
Inspections -- -----�_.___-- —__
Tooting P1bg. Underslab Mech. Rough-in Appr/Sdwlk
Found. Plbg. Top Out Gae tine FINAL:
Poet/Ream Struct. San. Sewer Framing
Poet/Ream Mech. Rain Drain Insulation -Plumb.
Plbg. Underfloor Hater Line Gyp. Bd. -mech.
Date Requested:, t/7w %J5/-- 9/ Timm _ pAM PM
Addreee: C__f LS Pr1�Ut//l/�• �. / Permit 1(K✓p
Bul lder: tiC� U� `�i►t t, tI/.��
THE FOLLOWING CORRECTIONS ARE REQUIRED!
Date!/`� �-y_`?
APPROVED DISAPP90VRD APPROVED SUBJECT TO ABOVE
Call For Reinep.
CITY OF TIFARD
rCffYAFTWA
COMMUNITY DEVELOPMENT DEPARTMENT ORIGON
13126 SW Hall BW. P.O.Box 23397,Tigaid,Oregon 97223 (603)639-4175
PLUML"!NG PERMIT
PERMIT #. . . . . . . :
639-4171 DATE ISSUED: 10/08/91
SITE ADDRESS. . . : 6713 SW SON ITA RD #B,'-D. CPARCEL: 2StIRAA-00700
SUBDIVISION.. . . .
BLOCK. . . . . . . . . . . LnT. . . . . . . . . . . . . ZONING: I-L
-----------
CLASS OF WORK. . :ALT GARBAGE DISPOSALS. . : MOBILE HOME SPACES. :
1 YPE- OF USE. . . . COM WASHING MACH. . . . . . . : BACKFLOW PREVNTRS. . -
OCCUPANCY GRP. . S2 FLOOR DRAItYS. . . . . . . .. TRAPS. . . . . . . . . .
ITURIES. . . . . . . . : 1 WATER HEATERS. . . . . . CATCH BASINS. . . . . . .
FIXTURES----------- LAUNDRY TRAYS. . . . . , : SF RAIN DRAINS. . . . . :
S I WKS. . . . . . . . . . :2 URINALS. ,. . . . . . . . . . GREASE TRAP'S. . . . . . . .
LAVATORIES. . . . . :2 OTHER FI TURES. . . . .
TUB/SHOWERS. . . . : SEWER LINE (ft ) . . . . :
WATER CLOSETS. . :2' WATER LINE (ft ) . . . .
DISHWASHERS. . . . : RAIN DRAIN (ft ) . . . .
Remarks : Tenant Impr,. W. W. Gr-aingei, war'et'ioktse facility w/t1t r,ms, offices.
Owner-: FEES
SPIEKEP PARTNERS type amol-Int by date r-ecpt
P- U- BOX 5905 PRMT $ 60. 00 JLH 08/28/91 216757
PORTLAND OR 97228 PLCK $ 15. 00 JL+4 08/28/91 216 757
Phone #: -:221-5700 5PCT $ 3. 00 JLH 08/28/91 216757
POWER PLUMBING COMPANY
P. O. BOX 23144
TIGARD OR 97223
Phone #: 244--1900 78. 00 TOTAL
Req #. . : 52379
REQUIRED !NSPECTIONS ------
This permit is issued subject to the regulations contained in the Rough—in Tylsp
Tigard Municipal Cone, State of Ore. Specialty Codes and all other Top—oi-it Insp
applicable laws. All oork will be done in accordance with Final Inspection
approved plans. This p,irvit will expire if work is not started
within 180 days of issuaice, or if work is suspended for vore
than 180 days.
Permittee Siqnati.tt-e
-(e d By
Call f 0 t- inspection 639—. 175
INSPECTION NOTICE
City of Tigard Ekli.l.dtng Department
13125 SW Ball 8lrn1. Tigard, Oregon 97223
Inspect:ton Line (Rec-O-phone): 639-4175 Business Phone: 639-4171
Inspection:
Footing Plbq. Unders.lab Mech. Rough-in Appr/Bdwlk
Found. Plbg. Top Out Cas Line FINAL:
Post/Beam Strw t. San. Sewer Framing -Bldg.
Post/Beam Meeh. Rain Drain Insulation -Plumb.
Plbq. Underfloor Nater Line Gyp. Bd Meoh•
Data RegUeate//dl -_-Ti"= AM
Address: _ (y• 7� f
Frlmlt # *"/ `Ui 9
Builder•.
THS FOLLOWING CORRLCPIONS An RBQUIRED:
_ /�_ —
Innpectore
_ ��APPROVgO DISAPPROVED APPROVED SORJEI'.T TO AROt,F.
Call For Reinsp.
INSPECTION NOTIC'
City of Tigard Building Devartsrast
13125 SW Hall Blvd. Tigard, Oregon 97223
Inspection Line (Rec-O-Phone): 639-4175 Business ]hone: 639-4171
Inspection:
Footing Plbg. Underslab Mech. Rough-in Appr/Sdwlk
Found. Plbg. Top Out Gas Line FINALS
Post/Beam Struct. San. Sewer Framing -Bldg.
Pont/Beam Mech. Rain Drain InsulatLon -Plumb.
Pibg. Underfloor N^Nater Line / Gyp. Bd. -M.ech.
Date Requestede / / T�met ��AM Ph
Address: -- J _ - -- Permit
Builder:------�1JN C � C,1�4 .4"_1
TAR FOLLOWING CORRRCTIONS ARE REQUIREDt
Inspectors _ Dates
APPROVED DISAPPROVED APPROVED SUBJECT To ABOVE
Call For Reinsp.
t_
INSescrlON NcrsICB is
City of Tigard Building Department j
13125 Sq Ball. Blvd. Tigard, Oregon 87223
Insper_tion Line (Rec-o-Phone): 639-4175 Business Phone: 639-4171
Inspection:
Footing Plbg. Underelab Her-h. Rough-in / Appr/Bdw1k
Found. Plbg. Top Out Cas Line ( PIKALs_�
Poet/Beam Btruct. San. Set"r Framing -Bldg.
Poet/Beam Mech. Rain Drain Insulation dumb.
Plbg. Underfloor Water L�ine Gyp. Bd. -Koch.
Date Requartod: -1 -2z -CI I —.Time: AN PN
Address: ("Ll1 i 3 Ll 6� 7 __ — Permit #:l/�
�� ' Q S
Builders A IADLVC, `H ( (,e=
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TIiR FOLL-MINa CORRECTIOKB ARE REQUI1tEDs M
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Inspector: — —--- —` Dater � d
APPROVED __ DISAPPROVRD _ APPROVED SURJRCT To ABOVE
---Call For Reinep.
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'PAGE of �
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— MATERIAL HANDLING
332 S. MICHIGAN AVE?.
CIIICAGO ILLINOIS I&AA
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Fax (312) N41-1-111
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15005 South Marquardt Ate. ORFGO
Michael tit.Obi,P.E. Santa Fc Springs,California 90670
Application Engineer Phone.213.802.7799,Faz:213.802-0736
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INSPECTxON NOTICIG
City of Tigard Building Departsomt
13125 ON Ball Pled. Tigard, Oregon 97223
Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171
Inspection:
Footing Plbg. Underslab Mech. Rough-in Appr/Sdwlk
Found. Plbg. Top Out Gas Line FINAL:
Poet/Beam Struct. Sar. Sewer Framing -Bldg-
Post/Seam Mech. Rain Drain Insulation -Plumb.
Plbg. Underfloor Water Line Gyp. Bd. -Hech.
Date Requested: _ Tirter
_A �AM _ ,PN
Address:_V_ / ICJ�7it � Perm'.t f:Builders
THE FOLLOWiNG CORRECT NS ARE REQ IUV:
Inspectors r% Oates,4 `
APPROVED DISAPPROVED "PRCVEO SUBJECT TO ABOVE
Cali For Reiaap.
1�
INBPIECT I ON JiO ICE
City of Tigard Building Department
13125 BM Ball Blvd. Tigard, Oregon 97223
I:,spection Line (Rec-O-Phone): 639-4.75 Rusiness Phones 639-4171
Irupection•.
Focting Plbg. Underslab Mech. Rough-in Appr/Sdwlk
Found. Plbq. 'Pop out Gau Line FINAL:
Poet;Ream Struct. San. Sewer (' Framing ; -Bldg.
Poet/Beam Mech. Rain Drain Insulation -Plumb.
Plbg. Undes-floor Water. Line Gyp. Bd. -Hoch.
Date Requested: / ,-!�' _�� _Times AN - pM
Address:�E' �� j�� � Permit I:
Builder:—.—_ 1/zt�Glii�P
THE FOLLOWING CORRECTIORS ARk'REQUIRKDs
]nepectnr: - Dates
_ APPROVED DIBAPPI.OVtD APPRMD BDg.1ECP TO ABOVE
Call Por Rainsp.
L
INSPNTIRNAMOK '
City of Tigard Building Depnrtwent
13125 SN Ball Blvd. Tigard, Oregon 97,223
Tnepecti,on Line (Rec-il-Phoned: 63Q-4175 Business Phone: 639-4171
Inspections__
Footing r Plby. Underslab � ouy in Appr/sdw]k
Found. Plbq. Top Out 14 W.—T—Ane FINALS
Post/Beam Struct. Ban. Sewer Framing -Bldg.
Post/Beam Rech. Rain Drain Insulation -Plumb.
Plbg. Underfloor Nater Line Gyp. Bd. -Hoch.
3b '
Date Requested a - �TLgp: _ AM ---PN
! 7
Address: ��p ?/ �l�Ll. _ Parmit
Builders
THE FOLLOWING 00PRECTIONS ARE REQUIRED:
--.-�
Inspector:__ 7
- Date:
_`APPROVED DISAPPPOW'u APPRovrn SUBJECT :O Ar.O"
___C,k11 Por Reinsp. s
INb199TION NOTICE
City of Tiyaa& Building Depcs•t lOnt t, +. 0, �
1..3115 Sw Ball Blvd. Tigard, O: ren 47223
Inspection Line (Rec-O-Phone): 639-4175 Bu. ..e:,d Phone: 639-4171
Inapection:— - —�----------- ----
Footing Plt:;. Underslab mech. Rouqh-in Appr./Sdwlk
Found. Plbg. Top Out,1 Gas Line F7 NAS.:
Post/beam Struct. San. .Sewer Framing -Bldg.
Post/Boom Mech. Rain Drain lnsula: :on -Plumb.
Plbq. Underfloor Wartier Lino Gyp. Brr. -Mach.
Date Requested: <7 'i< P --Time: C 11N .PM
/ _ fYv�� Ti i --- Permit
Address: � i -
"'7
Builder:THE FOLLOWING CORRRCTIONS ARE REQUIRED:
Inspectors _— �.-_.- �__ Datei
APPROVED DISAPPROVED APPROM SUWr^T TO ADM
Call For Rairsp.
MECHANICAL.
C17YOFTIFARD FERMIT
r
C11Y � � FERMI (' #. . . , . . . MEC;91.-0159
COMMUNITY DEVELOPMENT DEPARTMENT oN�ow
13125 SWHWIBlvd. P.O.Bac233M,TOW,Orpon47�' 4476 DATE ISSUED: 08/29/91
ITF ADDRESS. . . : 6713 SW BONITA RD #PLD. 0 PARCEL: ES112AA-02700
SUBDIVISION. . . . : ZONING: I—L
BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . .
GLASS OF WORK. - :ALT FLOOR FURN. . . . : EVAP COOLERS:
1 YPE OF USE. . . . :COM UNIT HEA-(ERS. . :2 VENT FAN'S. . . :3
OCCUPANCY GRP'. . :B2 VENTS W/O AFFIL: VENT SYSTEMS:
STORIES. . . . . . . . . 1 BOILER/COMPRESSORS HOODS. . . . . . . :
F UE_'t_ TYPES---______..___-- 0--3 HF'. . . . : DOME=S. INCIN:
: /GAS/ / / 3-15 Hp'. . . . : 1 COMM1._. INCIN: 1
MAX 1NF'UT:-50000 BTU 15-30 HF'. . . . REPAIR UNITS:
F I RE DAMPERS?. . :N 30--50 HP. . . . WOODSTOVEG. . :
GAS VIRESSURE. . . :M 50+ HF'., . . . : CLO DRYERS, . :
NO. OF I.JN I TS----------- AIR HANDLING) UN I T 5 OTHER UNITS. :
FURN ( 100K BTU: (= 10000 cfm: GAS OUTLETS. :3
FURN ) =1.00K BTU: > 10000 cfm :
Remarks : Tenant Impr. W. W. Gr,ainger• warehouse facility w/tlt rms, offices.
Owner: -- — - _._-__________ .._._.______________._._. ---------------- FEES
SPIIE:KER PARTNERS type amount by date recpt
P. O. BOX 5905 PRMT f 44. 00 JLH 08/29/91
F'L.CK $ 11. 00 JLH 06/29/91 2
F'ORTI_AND OR 97228 5F'CT $ 2. 20 JLH 08/29/91
Ffhone #: 221-5700
Contractor: _.___------_________.____._—_--___-•
ARROW MECHANICAL CONTRACTORS
101330 SW TUALAT I N RD.
I UALATIN OR 97062 -
i-Bone #: 692-1565 f 57. 20 TOTAL
N05193
------- REQUIRED INSF'ECTI:ONS -------
lhis permit is issued subject to the regulations contained in the Gas Line Insp
Tigard Municipal Code, Stato of Ore. Specialty Code- and all other Mechanical Insp
applicable laws. All work will 1^ done in accordance with Heating Unt Insp
approved plans. This permit wil !1lpire if work 1s not started Cooling Unt Insp
within 180 days of issuance, or work is suspended for more DUC-t Inspectioli
than 18N days, Final Inspection __ W
I er•mittre Sign8t1.1re :
I s s c_1 e d B y :
Call for inspection — 639-4175
J
TUALA TIN VAS LEY DIRE & RESCUE
20665 S.W. Blanton St. • Aloha, OR 97007 + 503/W9-8577 • FAX 642-4814
lb
0-
August 20, 1991
Mackenzie/Saito & Associates
P.O. Box 69039
Portland, Oregon 97201-0039
Re: W.W. Grainger
Nelson Business Censor
6713 S.W. Bonita Road
619OB-140-002.
Gentlemen:
This is a Fire and Life Safety Plan Review and is based on the 1988
editions of the Uniform Fire Code (UFC) and those secti,)ns of the
Uniform Building Code (UBC) and Uniform Mechanical Code (UMC)
specifically referencing the fire department, and other local
ordinances and regulations.
Plans submitted to the City of Tigard and forwarded to this office
are conditionally approved subject to Tigard Building Department
requirements and the following items .,
1 . Automatic Sprinkler P.1ans_ Plans referred to and
examined by this offic, contain no provisions for the
alteration or instal -ldtiun of automatic sprinkler system,
Not less than three .sets of plans for the installation
shall be submitted to this office for approval prior to
installation . UBC 302 (b)
2 . Approved Plans on Job Si-te:_ One set of approve( plans
bearing the stamps of the buildinq department issuing the
construction permit and this office must be maintained on
the project sit„ throughout all phases of construction
and must be made available to building and fire
inspectors for reference during required construction
inspec-ions. UBC Sec. 303
3 . Required Occupancy Certificate: Prior to the use and
occupancy of the project (space) , a certificate of
occupancy or other written instrument of approval must be
r,btained from the building department issu.i.: , the
construction permit. UBC Sec. 307
"Workfnk"Smoke Detectors Save Lives
l
Mackenzie/Saito & Associates
August 28, 1991
Page 2
If I can be of any further assistance to you, please feel free to
contact me at 526--3502.
Sincerely,
Gene Birchill
Deputy Fire Marshal
GB:kw
CC. Tigard Building Department ,l'
C. Schiewe & Associates, Inc.
CITY OF TIGARD - RECEIPT OF PAYMENT RECEIPT NO. :91-216757
CHECK AMOUNT : 78. 00 |
POWER PLUMBING AMOUNT 00
PAYMENT DATE x 08/0'8/91 |
SU8DIVISION "
'RPOSE OF PAYMENT AMOUNT PAID PURPOSE CF PAYMENT AMOUNT PAID \
-------------- ----'---'-- ----- -------'---- ---------- |
i]MBING PERM 60. 00 PLAN CHECK F[ J5, 00 /
BUILD PER 3, 00 /
�
[
6713 SW BONITA
� W. W. GRAIN8ER
�
rOTAL AMDLhVT PAID - - - -` 78. 00
-- -- - - - - - - - - -- - - -- - --_ }
� 1
�
i
�
�
C-ITY-OF-TIFARD---, RD FAUILDING PERMIT
COMMUNITY DEVELOPMENT DEPARTMEW . . . . . . . EAUPc)1—0 1 -
13126 SW Hril 8W. P.O.am 23M,T4W,Oregon 9-,24(5W)634176
VAIE'. ISSUED: LAW-7/91
'..)i ; L AnnRE!3S. . . : 6713 SW BON ITA RD #Br)G. 0 PIARCEL: 700
5UBDIVISION. . . . : ZONING: I—L
BLOCK. . . . . . . . . . . 1-01.. . . . . . . . . . . . .
REIGaUE: FLOOR EXTERIOR WALL CONSTRUCTION -
CLASS OF WORK. :AL.'r FIRST. . . . : 13050 s N: S: E W.
TYPE OF USE. . . .-COM �3ECOND. . . Sf PROTECT
TYP'E OF CONST. :3N THIRD. . . . : s N: 5: E: W:
OCCUPANCY GRP'. :B. 13050 s ROOF CONST:B FIRE RET? :Y
OC(-.,'UPANCY LOAD:71 BASEMENT. : S f AREA SEP,. RATED:
T 0 R. ft GARAGE. . . f OCCU SEP,. RATED-
PSMT' :N MEZZ :N RFiD SETBACKS--..__--__.— REQUIRED----------------------
FLOOR LOAD. . . . - 1J.5 psf LEFT- ft RGHT: ft FIR SP,KL:Y SMOK DET. . :N
DWELLING UNITS: VRNT: ft REAR: ft FIR ALRM:N HNDTCPI ACC:Y
BEDRMS: BATHS- IMP, SURFACE: PRO CORR:N PARKING:
VALUE. 4i : 85000
Remarks : Tenant Impv,. W. W. Gr-ainger, war-eho�.tse facility vi/tit t-mg, offices.
Owner : FEES
SPITEKER PARTNERS type amol-int by date r-eept
0. BOX 55905 r-'R' MT $ 388. 00 PLL 91-21
PILCK $ 25c.'. 20 JLH 08/16/91 216396
PORTLAND OR 97,228 FIRE $ 155. 20 JI-H 013/16/91. 216 3c4%
['-,hone #- L21-500 5P,CT $ 19. 40 P,LL 08/27/91 91—c:1
coritt-acto—:
ARROW MEI�HANICAL CONTRACTORS
I0330 S6' TUALATIN RD.
TUALATIN OR 97062
Phone #,? 692-1565 t 814. 80 TOTAL
Reg #. . - 05193 REQUIRED INSPIECTIONS
This persit is issued subi I pet to the regulations contaiped in the Framing Insp
Tigard Mgni.anal Code, State of Ore. Specialty Codes and 411 other lnsv-llation Insp
applicable laws. All work will be done in accordance with Gyp Hoard Insp
approved plans. This pervit will expire if work is not started SLtsp Leilng Insp
within 180 days of issuance, or if stork is suspended for more Final Inspection
than 188 days,
Permittee SignatI.At,e :
1 ;sl.ied By :
Call for- inspection 639-4175
- _- �-_- -
�
_]
[
' .
CITY OF TIGARD - RECEIPT OF PAYMENT RECEIPT NO. :916738 |
� CHECK AMOUNT : 407. 48
� nwmE : MACKENZ%E ENGINEERING CnSH AMOUNT : 0. 00
/ ADDRESS : P. O. BOX 69039 PAYMENT DATE : 08/27/91 /
0690 SW BANCROFT STREET SUBDIVISION
POMTLONU, OR 972111- 6713 SW SUNITA RD i
/
PURPOSE' OF PAYMENT AMOUNT PAID PURPOSE OF PAYMF7NT AMnUNT PAID /
�
8UIL.DIMB PERM 8UP91-0215 386. 08 97. BUILD PER 19. 40 |
| i
/ |
| /
/
� |
|
� |
!
|
� TurAL. r.,;^JUWT PAID 407. 48 |
�
|
13125 SW 11all Ulvd. PLNCK/RECT II
CITY OF T IGARD 1'OBox 23397 PERMIT #
CONiMUNT 'N' U1•.VI•;1,OIIMI:N7'I)I?I'AR'1'MGNT 75R-wd,Oregon 97273
(507)619.4171
DATE ISSUED
JOB ADDRESS: X7/3 s W �Lrp ��A� TAX MAP/LOT
SUB: - LOT: - LAND USE: -
VALUATION:-V'*iB5 pOd
OWNER SPECIAL NOTES
NAME: AP--rtJEr-5 REISSUE OF:
ADDRESS: P. D. _ RDS _ --___ LAST REISSUE: _
7Z --__ FLOOD PLAIN/
PHONE: 9 ZI - S -70c) __ __ SENSITIVE LAND: -
CONTRACTOR APPROVALS REQUIRED
-
AS-5 PLANNING: ���
NAME: G SGNLEwlE i.-- -- - -
ADDRESS: �0 .- E • �/a+�L� _--_-_- ENGINEERING:
FIRE DEPT: -
PHONE: 3 ��.i -_ _ OTHER: ------
CONTR. BOARD 11: '541. _ EXP DATE: -,4
ITEMS REQUIRED
SUBCONTRACTORS: PLUMB: - LIST/SUBCONTRACTORS:
MFCH: BUS TAX:
,ARL,HLENGINEEK CALCULATIONS:
NAME: M.►�- E5�9�L_ �°� Q_ TRUSS DETAILS:
ADDRESS: __-� c , BQx Co�43-_`�._ -_---- OTHER:
rL
PHONE: i� Z�-•9 S�G� _ -
PROPOSED BLDG. USE: d F Fi G S,L i•J�Q_€,fJo _ -_-.--- ----.------
COMMENTS: - -- - -- - ---------- --
APPLICANT SIGNATURE
Received By: _fit Date Received:
PERMIT # ACCT # DESCRIPTION AMOUNT AMOUNT PD. BAL. DUE
10-432 00 Building Permit Fees
10-431 00 Plumbing Permit Fees _
10-431 01 Mechanical Permit Fees _
10-230 01 State Building Tax (5%)
Building
Plumbing
Mechanical
10-433 00 Plans Check Fee Z 521,0
Building _
Plumbing
Mechanical
10-230 06 Fire 1,55 ',2 0
30-202 00 Sewer C inection _
30-444 00 Sewer Inspection _.
25-448-02 Commercial TIF Fees
25-448-04 Industrial TIF Fees
25-448-06 Institutional TIF Fees
25-448-03 Office TIF Fees _
25--448-01 Residential Traffic Fees
25-448-05 Mass Transit TIF Fees
52-449 00 Parks System Dev Charge (PDC) _ —
31-450 00 Storm Drainage cyst Dev Chrg
(SSDC) _
24-445-01 Water Quality (Fee in lieu of)
24-445-02 Water Quantity (Fee in lieu of)
TOTAL `�_ �� oz v
nm/3587P.WPF
�
*
CITY OF TIGAR0 — RECEIPT OF PAYMENT RECEIPT NO. :91-216396
uAME' MACKEN71E SA%TO CHECK AMOUNT ; 407, 40
^DU�ESS : CASH AMOUNT x N, �N'`
PAYMFNT DATE : 08/1u/ 1
SUBDI V}SION s
'''POGE OF PAYMENT AMOUNT PAJD PURPOSE OF PAYMENT AMOUNT PAID
N CHECK FE 252, -�V0 TU�i------------- ------------
A/ ^m vALL 1�5- 20
�| (-713 SW BON/TA
�
�
AMOUNT PAID — — — —> 407. 40
Power Plumbing Co.
P.O. Box 23144
(-,l-.RY —HOMPSON PHONE 503/283-0366 Tigard, OR 97223
FAX 503/650.0432 (503) 244-1900 -' 14 P6 f el-W To _
J-�ooIL Ut�•..�
GMUN r^'
INOUSTWAL AND COMMERCIAL-EOUIPMENT AND SUPPLIE'
6335 NORTH BASIN AVENUE
PORTLAND.OR 97217
A DIVISION Or W W GRAINGER.INC.
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- - 3C� Spacers
626 — TGR 12U20 12U20 12U20 121120 12U26 12'J35
Warehouse E001 -_ 02 — --- J. - 04- -- 05 - --06 ---
i
11 , 461 sq/ft �,_ 5,� �„ co
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4'-0" 15 11 1 15 1 7
I 05 03 1401 1502 04 _ _ 06 08 10 _ 12_ 14 _ _ `-
7001Cf12BLU4 Will Call �12TU�12AKR04 — 12BLU7 � 12TI: 12BLU7 12BLU10 12TU+ 12BLU10 12BLUry — — Q
--- - __ _. -______� _ —- _1__-- 12 BLU7 7106
4'- 4„ 06 04 1602 1701 03 05 n 7 09 11 13 15 1 -7 -{]�
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- 12BLU7 1R_BLU7 7105
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05 03 1801 1902 �'\ ���Ep
--- -- - ----- 04 06 08 0 12 14 16 18 G�, o\ Glrv`r:FR . py
--- — ------ --- __---- -- — a�` 4,� 12,303 qr
Shipping 7003 12ILU15 121L�Ul 12'I'U � 12ILU18 12ILU15 1 � � — � -- a
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05 03 2 0 01 2102 4 I +',� !�a'l OREGOK /
0 06 08 10 12 14 16 18 � I F OF CA. �:% �
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7004 _ _ _ _ - - 11- ,- - -- --- ---- - --- -_ - -- -- - o UN/',R�,O MATERIAL HANDLII
06 Od 2202 2301 03 015 07 09 11 13
115 1 7 WESTERN DIVISION FACILITY
(J 15005 S. Marquardt . venue
Santa Fe Springs, CFS 90670
j8' -- -/" -_ 213-802-7799
41 � 04 06 08 10 _ 12 14 _ 16 _ 18 20 22. 24 26 28 30
cp c
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12U14 12U14 12U56 12U56 12U26 12U26 12U41 12TU 12U41 12U41 12U65 12U50C12L130 12U65 121J50C 7102 � �
---- - —
-------- -------_ cit 00
—
21 '- 2" — -- 30" Spa ers
30" Spa ers
UI -06 12U14 12U14 12U56 12U56 12L�46 12U26 12U41 12TU 2U41 12U41 12U65 12_U50( —12U80 12U65 1 U50C 7101
--- ---
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6 7
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00 12U131 12U131 12U101 12U80 12U56 1.2U131 12U1.01 12U101 12U80 12LT80 12U65 12U62 12U62 12U56 12U56 12U56 720
_
18" Spacers 8" Spacers
1'
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12041 12U85 12026 12U14 12U20 1
18050E 21J50D
BULK RACK ELEVATHINS Bulk Rack Loading 1600# per level, typ, UPRIGHT FRAMES
96'/48' -
except )K 800 # per level. 1 TB01 22 19233
33' 30' 33' 2 TB01 22 19236
4 ��
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except X 800# per level .
Base Plate Detai! It I
IN
_ 144' 3' cu
- ! - Fasten to floor with 1 ea 3/8pD
36• 14x•/72' S2' anchor per base plate.
Floor Anchor Detail
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12BLU4 ELEVATHINS
�UtY 15,� g� �;' _.. . 'SRN DIVISION FACILITY
H A N D S T A C K Handstack Loading 800# per level, t M�CHAEi.� 15005 S.Fe springs,
y p Santa Fe Springs, CA 90670
---- --- - 213.802-7799
. B
1-3/4- 1-3/4- ---
General Notes:
�� — 1. Dimensions in inches unless shown otherwise.
7/8” 1/2'D Wz Nut
30 ti 2. All stee construction with FFy= 50 Ksi, nein• -DATE - -- :_:' - -% ' r ----
a REV--IHY APP'D I DESCRIPTION
M 3. Design complies with the Uniform Building
r kunlacked Code, Sec. 23, for Seismic Zone 28. REVISIONS
l� a \ r H H 1988 UBC w / 1990 revisions - --
�•, GA GA
ocked 4. All welded construction using MIG process
L__j i ~ and E70 electrodes in the shopof an U n a r c o Material i-I a n d l i n
LL �� approved fabricator. DI`.ISION OF UNARCO INDUSTRIES INC,
LJ 2p !f U 2-3/8p " 5. Floor Anchors conform to ICBG report 1372
14GF-, - 2-1,�2 2-1/2 rl
-- - _ X-bar B �ktwn_H-1i, or an approved equal. p # A UNR COMPANY
--� _ 14'�A 6. 7-Bolts conform to AST A SA
---
M A325/SAE Grade 5
DETAIL SO Bolts in bearing shear only.
C-7
Support Bar DetaIIs Standard T-Bolt _ 33e SOUTH MICHIGAN AVENUE CHICAGII ILLINOIS 60504
DESCRIPTIONr— __.__��__�__... .__ Connection Detail Storage Rack Details 6 Elevations
Std . �? o w Spacer �3 Bracing Channel _-.-. _- - -_- ..__ ..._.___ USED oN,
W.W. GRAINGER
__F? H G A Length Description 6713 S,W, Bonita Rd. (Suite 200) TI ard, OR 97224
THIS DRAW2NO I! THE PROPERTY OF lJNA17CC1 INDUSTRIES -I DRAVN n, --- � �_._.
1 B �� �� 8 T 7 0 03 _ I,Nc.AND Lt TO SC USED CXCLUSIVCLY FOR THC MANUFACTURE 9'13-91 mmoJUD
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.
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FASRICATIOry STARTED.CAN SC — —SHEET _
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6 3 16 144 T B 0 2 S 3 X 14 4 L_-_._.._�_ _�W OF
___ _ ISSUE DRAWING NOr -
USE DI14ENSIONS SHOWN –�C NDT SCALE DRAWING DATE PRINT NOS 91- 60966- .. 00'
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OF
TtiALt1T1�1 1�P,1.lEY r'.RE MARSHAL OFFICE ia
F`, c_ APPI,%LVED . . . . . . . . . . . . . . . . . . . 'I Al
CON(DITIONIALLY �'PPr3OVED . . . . . . .. ArF�_•{
N_AMS IS N:''T R.V APPROVAL
I fIf OMI;aI,JNL; ()R By
SL!':. T 7 DIETTER . . . I (. ��� - �
J - Z.3-7
P1.A C;E A1' _p DAT )08 NO
--
--
_
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It1 � I ( 1fll r I � ( � I i � ( > > ( I n � 1 tI ( i � r II I ( i ILII II1 111 , 111 .... ' • __ � 1 �
+
NOTE: IF THIS MICROFILMED ' -�'_'�'--•--- 2 3 4 5 5 7 8 A 10 --1 1 12
DRAWING IS LESS CLEAR THAN
THIS NOTICE;-"IT IS DUE TO
E QUALITY OF THE ORIGINAL
DRAWING. OE 62 92 a 92 SZ f2 E2 ZZ It OIZ 61 81 L I 91 51 ti l f-I al 11 01 6'-•--1-- 9 L 9� S b E Z II-„•�”
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APRIL 2092
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GENERAL NOTES
A. CONFIRMVERIFY AND
CONDITIONSS. NOTFDIMENSIONS
ARCHIITECT D
OF ANYL. -
<CA > '�. - --- _ __-_- �_ _ - ---_ DISCREPANCIES PRIOR TO START OF WORK.
B. THESE DRAWINGS FOR TENANT MODIFICATION
WORK AND OCCUPANCY ONLY.
C. OCCUPANCY B-2, BUILDING SHELL_ CONSTRUCTION III N. z
Q),
D. MECHANICAL, ELECTRICAL AND PLUMBING BY SEPARATE PERMIT U w
of E. 100% SPRINKLERING TO BE MAINTAINED THROUCHOUT IN
N ACCORDANCE WITH THE LATEST EDITION OF N.F.P.A. [L cr,
�p PAMPLET #13, BY SEPARATE PEkM!, < O
CX
rLb F. PROVIDE HUB DRAIN FROM WATER HEATER TO SANITARY SEWER
G. WOOD STUDS AT CONTRACTOR'S OPTION
- _ UNLESS NOTED OTHERWISE SEE DTL. 5/2 FOR BRACING. ��� w
<B>
c� O
B H. PROVIDE (1) APPROVED FIRE EXTINGUISHER WITH RATING ~ Z ix N
f OF NOT LESS THAN 2-A-10-8 FOR EACH 3,000 SQ. FT. OF1 W _Q z m FLOOR AREA. TRAVEL FROM ANY PORI-ION OF BUILDING NOT .._
70 EXCEED 75'-0" N U a.. O z
{ O
�1 1. PROVIDE R-19 BATT INSULATICN AT ROOF STRUCTURE IN ^Z O w r�
c co f� VAPOR BARRIOR / HOLDER ASSEMBLY I Z qW�o
I LTJ V / a m 0 u)
J. SINK, FAUCET AND DISPOSAL TO BE FURNISHED BY
N TENANT AND INSTALLED BY CONTRACTOR Y V 3 0
cJ F�- InQN
< U~"-
i KEYNOTES :286 a `cj aa11
--
O � - - -- - 1. FIXTURE TYPE 'C'
2. CENTERLINE OF MULLION, TRANSITION FROM CARPET
TO VCT
3 FURR YPUM
BOARD ONT,NG/20 CRETE FURRINGWALL CHANNITH ELS5AT8"2G 0-S0,C.
AND 1" RIGID INSULATION BOARD BETWEEN
I I I I 4. JANITOR SINK ` Q!
5. WATER COOLER O
c o 6. 2'-6" x 5'-0" RELITE IN METAL FRAME, SILL AT
3'-6" A.F.F. W z
M M 7. CENTERLINE OF COLUMN, CENTERLINE OF WALL p r ^ U
8. CENTERLINE OF CABLE CHASE SEE DETAIL 5/A2 +, v O
9. CONTRACTOR TO INSTALL CEILING MGLINTED T.V. Z
MONITER ABOVE PRINTER. OWNER TO SUPPLY _U CU
MONITE
LLi 04
7'-5 1 2" 7'-6 112 .30 29 Z8 10. MODULARL SADLES OCOUNTER B(N.I.CE) z r O
L -- --
7 4I I 11. INSULATE AND FIJRR EXISTING STUD WALL U�
12. PROVIDE GYPSUM BOARD TO ABOVE STOREFRONT
<D>'r _ -------- - - --- - - -- - -- -- - TO 9'-3" coUl
_� _._ _-
27 13. GRAB BARS (TYPICAL) C3i
7 . 13 A b I 14. TOILET PAPER RECEPTICAL (TYPICAL) CD z F-
Az MENS `6 �2 15. PROVIDE PAIR OF 3' x 7' STROEFRON7 DOORS
_ 1 - 16. PROVIDE 4'-0" WIDE CONCRETE STAIRS AND WALK (n
3 - ' _ I 25 �7 WITH HANDRAIL AT EACH SIDE
W
B 14 A �i 26 17. FIXTURE TYPE 'A' TYPICAL. MOUNT HORIZONTALY
&61-. J AS CLOSE TO BOTTOM OF BEAM AS POSSIBLE
Y\ 17 I 18. PROVIDE DUPLEX OUTLET MOUNTED 36" A.F.F. AT
`o EACH INTERIOR COLUMN
�i 2 '� \ I 19. PROVIDE FIXTURE 'B' AT OFFICE
o 3 E QC "' WAREHOUSE M 16
M 61 t IG y 20 FANASTARTOERS ANDR IMEECLOCY.SLIGHTING PANELS,
A2 00 ` IG Ot 21. AT SHIPPING BENCH LOCATION, PROVIDE TWO QUADRAPLtX
-- - / -f 18
� �( �� / IG /-•-•�
OUTLETS SPLIT BETWEEN TWO CIRCUITS, ONE TELEPHONE
6'-0" 6'-0"
-_ 1G SEPARATE
3 CIRCUIT RECEPTACLE, AND ONE DATA (CRT) RECEPTACLE AS SHOWN.
`t MOUNT OUTLETS AND RESEPTACLES AT 48" A.F.F. EXTEND
c_'� I �11 8 (�` ' �� 3/4" CCNOUIT FROM EACH TELEPHONE AND CTR RECEPTACLE
° CEILING SPA
ABOVE SUSPEND_
CE. GROUP SERVICE
--- --- TIGHT TOGETHER
i _ -
- - - --
31 22. BATTERY CHARGER BY TENANT PROVIDE 40 AMP, 3 PHASE,
I
OFFICE �2 I 2081240V POWER AND APPROPRIATE DISCONNECT Sh:TCH.
CONTRACTOR TO PROvIDE ELECTRICAL AND HOOKUP.
3•-0"�� I o
� GROUND PER ELECTRICAL CODE.
2 �
U ^ 23. PROVIDE WEATHERPROOF PUSHBOTTON TO BUZZER A30VE
J SHIPPING BENCH AREA
i % c 24. PROVIDE DUPLEX OUTLET FOR VIDEO MONITOR. CONTRACTOR
- - -- - - --
\ 3
24
33 it TO PULL OWNER SUPPLIED CABLE FROM THIS LOCATION TO
U CRT OUTLET IN CONFERENCE ROOM L
25. TO EXHAUST FAN 0
26. G.F.C.I. AT 1F" A.F.F 0
27. MOTION DETECTOR SWITCH
10 s , i28. FOR E.W.C., SEPARATE CIRCUIT LL_A2
f � 29. TELEPHONE BEARD
l 1I 30. SEPARATE CIRCUIT UNDER TELEPHONE PANEL
31. TO CEILING FAN WITH SPEED CONTROL
SALES I 32. 208/240 V SEPARATE I.G. CIRCUIT L6-20R RECEPTACLE
33. PROVIDE POWER TO CABINETER DETAIL / 2
P 9 A
O
D ,, �
ELECTRICAL LEGEND
=0 DUPLEY OUTLET 12" A.F.F. UNLESS NOTED OTHERWISE
. 19 QUADRA-PLEX OUTLET 12" A.F.F. UNLESS NOTED OTHERWISE
Ila 21
B4 PHONE RECEPTACLE 12" A.F.F. UNLESS NOTED OTHERWISE10
oq DATA TERMINAL (CRT) RECEPTACLE 12" A.F.F. UNLESS
/e C�Y NOTED OTHERWISE ' �}
O `t of
12 ° POWER POLE - WIREMOLD MODEL NO. 3OTP4 WITH TWO
CPTY OF TMIARD
EA 22 SEPARATE 1Avgwove ..... .........[ J: G3043GE RECEPLACLE KITS (4 DUPLEX RECF_PACLES) DATE:
CIRCUIT Y .... .........K COLOR, PUTTY
20 For only the
PERMIT NO DPAWN BY:
L_ -- -�� --- Seele"arto;Follow.............•.......••••••••• 1G ISOLATED GROUND, SEPARATE DEDICATED CIRCUIT. RUN
` =' - . �: A SEPARATE GREEN WIRE GROUND BACK TO PANEL TO A CAIN
Att�h •,................... ..[ SEPARATE ISOLATED COPPER BUS BAR, THEN TO SYSTEM
O 1 J FLECKED BY:
1 0 • I • I
23 »tob AAdreee:�.:.L.,L�?�� GROUND ON COLD WATER COPPER PIPE OR COPPER PRIMER
GROUND. DO NOT GROUND TO BUILDING STEEL. KEEP ALL IG
Y. CIRCUITS IN SAME PANEL. DO NOT RUN IN SAME CONDUIT REVISIONS:
25'-0" I 50'-0" AS OTHER CIRCU,'TS.
- $ LIGHT SWITCH
O L TUALATIH vj%L Y FIRE MARVAL OFFICL
<\� , . . . X NOTES:
AFf'itf`Vi:D f
CONI+'!'�'"�L�'Y APP11QVF.D RECEPTACLE GROUPS TO BE INSTALLED TIGHT TOGETHER.
ELECTRICAL PLAN lAN9,C•N^TA•IAPPRC}VAL t= Ole AND / TO BE 4", BOX AND COVER PLATE WITH PULL.
Ap�^I1C+' )VESSIGH t3.
pM;,; •.` TAPE TO ABOVE CEILING
-----•'-- i/8 1'-0„ o,r Its, t;'Z:D LETTER
Floor Plan - - -- ----
/�"-,' FINISH SCHEDULE -�_ LIGHT FIXTURE SCHEDULE _
ROOM NAME FLOOR BASE - WALLS CEILING FIXTURE TYPE DESCRIPTION COMMENTS 1991. ALL
RIGHTS k ASSOCUTESPC
�� tg91, ALL RIOHiS RESERVED
NORTH EAST WEST SOUTH FINISH HEIGHT A 8' -- 2 LAMP WAREHOUSE FLUORESCENT OWNER SUPPLIEC, CONTRACTOR INSTALLED, THESE DRAWINGS ARE THE PROPERTY OF
MACKF.NZIE/SATO&ASSOCIATES, PC M
CONFERENCE V.C.T. 4" RUBBER GYP BU/P GYP' BD/P GYP BU/P GYP BD/P S.A.T. P'-0" FIXTURE W/ REFLECTOR (,RAINGER #3V492 120 V FIXTURE I ARID ARE NOT TO BE E CE OR REPRO
D CED IN ANY MANNER, EXCEPT WITH THE
B 2.' x " LAY IN 4 LAMP FLUORESCENT OWNER SUPPLIED, CONTRACTOR INSTALLED, PRIOR WRInrN PERMISSION OF M/SA
MENS SHT. VINYL_ 6" RUF313ER GYP BD/P GYP BD/P GYP BD/P GYP BD/P GIP BD/P 8'-0"
OFFICE FIXTURE GRAINGER #3V420 120 V FIXTURE SH(:F T
4' PLASTIC LAM. 4' PLASTIC LAM. C 40" SWIVEL ARM DOCK LIGHT OWNER SUPPLIED, CONTRPCTOR INSTALLED,
WOMENS SHT. VINYL 6" RUBBER GYP BD/P GYP BD/'P GYP BD/P GYP BO/P GYP BD/P 8'--0" GRAINGER #2V537
4' PLASTIC I_AM. 4' PLASTIC LAM. - EXIT LIGHTS PER CODE OWNER SUOPLIED, CONTRACTOR INSTALLED,
Ul OFFICE #1 CARPE I 4" RUBBER GYP BD/P GYP BD/P GYP BD/P GYP BD/P S.A T. 9'-0'" I GRAINGER #4V317 Al
-
BATTERY EMERGENCY LIGHT PER CODE OWNER SUPPLIED, CONTRACTOR INSTALLED, GRAINGER
OFFICE CARPET 4" RUBBER GYP HD/P GYP BD/P GYP BD11P GYP BD/P S.A.T. 19'-0" #7VO03 IN WAREHOUSE AND #2V604 IN FINISHED SPACE
r --f UI
NOTE: ALL ELECTRICAL DEVICES AND ASSEMBLIES TO BE UL LABEL
SALES V.C.T 4" RUBBER I GYP BD/P SLOT WALL OYP BD/P GYP BD/P S.A.T
,n
,SOB NO.
- -__ 290231 .20
«0
o NOTE: SEE DETAIL 4/A2 FOR SUSPENDED ACOUSTICAL CCI! INC 8R C
Q
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I I ( fi t 1 1 I
2 4 8 8 7 �1 • 0 II 12 -
NOTE; IF THIS MICROFILMED •" t ---------
DRAWING IS LESS CLEAR TERN
THIS NOT ICiti-'TT IS DUE TO
.Df QUALITY OF THE ORIGINAL
DRAWING. b¢ 62 92 L2 92 S2 V2 E2 22 !? OZ 61 '91 LI 91 SI 01 EI 21 11 a -'--6 • L 9 S b r 2 tM•,�
- �nlll,NhntlNNIuNIINdunl,otl+N►�tffbffrltfaltfNlNul�{f��IN��rtluiflffulffulffLdfflflulfhf�llfn',mrlw�Ifur�frfrlr�fxrlf:rfafnbftlhmluu11►1tJIHf�IIIlif111IIf11Iu1r1±11�IIftLINIIN111mIntlltnfhul�Wlurdrul�tld�lubfubnl�lwnar
t APRIL` W 1992
»ei .--_ __ -.___..-_._._______.«w- -••mow. - -�n�-•--- ,
—IF APPLICABLE
SUSPENDED CEILING FLOOR OR ROOF STRUCTURE
TOP TRACK - SEE TYPICALi - -STABILIZER BAR BETWEEN ALL MEMBERS
--25 GA. 3 518" MTL. STUDS PARTITION WALL DETAIL _---EXISTING PURLIN AT PERIMETER
FOR LATERAL. BRACING B BEAM ; OR BEAM
TO FLOOR STRUCTURE AT 8'--0" -- -- —ADDITIONAL HANGERS AT ALL MEMBERS WITHIN 8"
O.0 W/ 16 GA. CLIP ANGLE 3/4" PLYWOOD AT S OF PERIMETER
2" X 2" X 3" W/ (2) #8 SHEET WATER HEATER
METAL SCREWS AT EA. END. BRACING ( �---6" X 22 GA. METAL STUDS EXISTING SUB-PURLINS i 2" DEEP TOP TRACK LATERAL BRACING WITH APPROVED VERTICAL STRUT
`-�
TO BE PROVIDED WHERE DISTANCE , AT 1'--4" O.C. W1TH �- TO BEAM A7 12'-0" O.C. EA. WAY -----------PAR T(TION
�5o BETWEEN PERPENDICULAR 1 = R-11 BATT INSULATION 2 X SOLID BLOCKING
r - - '� TO MATCH SUBPURLINS 7COUTERSLOPE HANGERS 1F MORE. THAN 1:6 OUT OF PLUMB
INTERSECTING WALLS OR HORIZONTAL
BRACING BETWEEN WALLS EXCEEDS 5 8" GYPSUM BOARD FASTEN METAL STUDS R SIZE 0" O.C. _
M 8'-0" O.C. I ( )• SEE CHART FOR SIZE - Z
f TO STUDS WITH TYPE S' �-
SCREWS AT 8" O.C. AT - PROVIDE CUT-OUT WITH O
-- - -- --- - -iyy PANEL EDGES AND 12" 0.C. R-19 BAIT INSULATION p-- FINISHED METAL HOOD O U w
SUSPENDED CEILING ,� AT INTERIOR SUPPORTS / --BLOCKING ��� 1 I / 12" WIDE F--
�---f3LOCKING O
`—BLOCKING - 1 '
00
�/-5/B" WATER RESISTANT w O
GYPSUM BOARD AT II — STUD CHART �-RACEWAY IN WALL BETWEEN v� w
TOILET ROOM SIDE 1 -- --` STUDS. CUT-OUT RACEWAY ^ F-
5l8" GYP. BD. EA. SIDE w (- T` ANGELES XHD i __ _�� / TO ABOVE CEILING AND PULL VJ ?
j SECURE TO STUDS WITH TYPE S �—�� -11 BATT INSULATION AT m (AI-T.) - - - 3 5/8" 20 GA. 7U 19' 6" -I l_
'S' SCREWS AT 5'-7' O.C. - 4" 20 GA. TO 21'--0" I l+1
ALL PERIMETER TOILET u
OR SLOTWALL _ ROOM WALLS - - --- - ---- - - O
6" 20 GA. TO 29'-0" - _ -CRT CABLES BY OTHERS o
TOILET SEE A E FGR ALTERNATE < ? F-N
"'� cn SUSPENDED '-� OR ANGELES SS Z N o^i
--3 1/2" OR 3 5/8" 25 GA. � ---3 1/2" OR 3 5/E.' 25 GA. X CEILING �,� ( � CROSS RUNNERS FIT BETWEEN x.1.1 Q Z
o / METAI. STUDS T 2'-0' O.C. _� METAL STUDS AT 1'-4" O.C. w (WHERE - 3 /8" 25 GA. TO 15'-6" 8" MAIN RUNNERS --FLOOR J r-
1 ALT. 2 x 4 WOOD STUDS > APPLICABLE) - _� MA MAIN RUNNERS AT 4'-0" O C. N U d 6 O
SUPPORT WITH #12 WIRE AT 4'--0" Z 0 U O
a0 OTTOM TRACK TO FINISH j � 5/8" GYP. BD. EACH SIDE 6 -0MAX. O.C. OR WITH X10WIRE AT 5' -0" w q_ OTTOM TRACK T-0 FINISH FLOOD WITH POWDER DRIVENO.C. EA. WAYFLOOR WITH POWDER DRIVEN ANCHORS AT 4'-0" O.C•. 6" BASE TYPICAL ANCHORS A7 4'-0" O.C. a -BOTTOM TRACK TO SLAB EAT WAY MAN IRUNNERI TOOSTRU'TURF U 3OR CERAMIC TILEI[]
�� �
4" BASE TYPICAL WHERE SCHEDULED 4" BASE TYPICALWITH POWDER DRIVEN BEGIN BRACING WITHIN 6'-0" OF �� Q E uj cv
ANCHORS AT 4'-0" O.C. PERIMETER AND 2" FROM CROSS g4XISTING CONCRETE SLAB --� MEMBER.EXISTING CONCRETE SLAB EXISTING SLAB SECURE ALL HANGERS TO BLDG.ORK Ln----- -- -- _ / AND OTHER LARGE OBSTRUCSTRUCTURE. TRAPEZE DUCT TIONS.
QOa�
ri_`�TYP. NON LEARING PART. WALL Q 2 TYPICAL TOILET ROOM WALL 3 TYP. SEPARATION WALL Q 4 SUSPENDED CFiL.0NG Q 5 RACEWAY IN WALL 0-4
3"=1'-O" A2 3"=1'-0" N A2 3"=1'-O" ,;� A2 NOTE: ALL CONNECTION DEVICES TO BE OF AN N.T.S. A2 1 112"
A2
/2 = n
APPROVED TYPE AND HAVE 100# CAPABILITY
-20 GA. METAL STUD AT6
W W
16" O.C. -
-
"
---SWITCH FOR DISPOSAL ----PUT AS CLOSE TO COUNTER v
AS POSSIBLE C3ACK Z O
5/8" GYPSUM BOARD ip 6" TYP v _ COUNTER
OF SALES RCE N
.5 ►� U
N N �—ELECTRICAL JUNCTION BOX
METAL STUD BLOCKING AT 2,_y„ SINK WITH DISPOSAL - <v �
FOR POWER TO PLUGMOLD V)
SLOTWALL PANEL JOINT - --- - - - 1/4" RADIUS --JUNCTION BOX FOR PHONE :�iD
/.------QUADRAPLEX ELECTRIC �
EASED EDGES �' = m (n
� s Cr,
RECEPTACLE (7YP.) - I
- EACH ON A SEPARATE CIRCI7 _i t L-__
12" —
• - / �—CON(INUOUS PLUGMULD C �
--BACKSPLASH
MOUNTED UNDER LIP jI
--OPEN FOR REFRIGERATOR (NIC) A. 3' x 7' SOLID B. 3' x 7' SOLID C. 3' x 7' SOLID D. PAIR 2'-6 x 7' SOLID _ OF COUNTER (SUPPLIED
CORE PAINTED WOOD CORE PAINTED WOOD CORE PAINTED WOOD CORE PAINTED WOOD // 8Y OWNER, INSTALLED BY W
o HARDWARE WITH TEMPERED GLAZING WITH TEMPERED GLA7.ING WITH TEMPERED GLAZING *_. � CONTRACTOR) z
-(1 1/2) PAIR BUTTS HARDWARE HARDWARE HARDWARE
—SALES COUNTED. FURNISHED
-SCHLAGE, D SERIES, -(1 1/2) PAIR BUTTS -(1 1/2) PAIP BOMMER HINGE, --(3) PAIR BOMMER HINGE,
LEVER HANDLE, PRIVACY LOCK -SCHLAGE, OSERIES, /3029-6 X13029-6 (MOUNT WHERE SHOWN) �' o AND INSTALLED BY OTHERS
��LOOR LATCHSET -(2) PUSH PLATES --(4) PUSH PLATES K, ---JUNCTION BOX FOR CRT
SLOTWALL PANEL \� -� �.I / -(1) CLOSER -i
--SILENCERS -(1) SILENCERS -(2) KICK PLATES (1/2 DOOR) -(4) KICK PLATES (1/2 DOOR) cv CABLES
-0)DOOR STOP -(1) DOOR STOP -(2) DOOR STOP SALES ROOM SIDE LOOR
X--SLOTWAL1. PANEL JOINT
I
I
` s TYP. SLOTWALL PANEL JOINT� Q CABINET ELEVATION _ Q e_ DOOR TYPES Q 9 SALES COUNTER WIRING
Q
A2 3"=1'-O" A2 1/2 -1 0 A2 SCALE: 1/4"=1'-O"Do A2 1/2„=1'-0”
0
.-
10
4?
C�
I
DATE:
DPAWN BY:
CAW
CHECKED BY:
Ifo.
REVISIONS:
MACKENZIE AITO A A.SSOOIAIES,P.
Q 1990, ALL RIGHTS RESERVED
THESE DRA1/�SNM�D ARE THE PROPERTY OF
A,�'VIONME NOT To Rif it aEPMRO
DUCEp I,1 ANY MANNER. EXCEPT HIDA THE
PRIOR*RRTEN PERMISSION OF M
SHEET
A2
OF
JOB NO.
I
290231 .20
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• � I I '� � i I 1 I � � I I 1 I I 1 .� { �
f 2 3 4 6 8 7 8 0 {tl II 12
NOTE. IF THIS MICROFILMED
DRAWING IS LESS CLEAR THAN
THIS NOTICIiv IT IS Dik TO
QUALITY Oi ihE OR IG[NAl
DRAWING. OE 62 9Z t2 Sit SZ t►Z 6Z 22 {Z Ot di 91 !I 91 SI 41 el Zt i t Ot f 9 �. 9 S E
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APRIL 1992 I-,