HomeMy WebLinkAboutPermit M96-0172 - SATO TRAVEL�J�TD TPVL
rn Mori •a
City of Tukwila �..
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 •, Tukwila, Washington 98188
Permit No: M96 -0172
Type: B -MECH
Category: NRES
Address: 2811 S 102 ST
Location:
Parcel #: 042304 -9182
Contractor License No: DASCOC *066KD
TENANT
OWNER
CONTRACTOR
CONTACT
********************************************* * * * * * *,r * * * * * * * * * * * * * * * * * * * * * **
Permit Description:
INSTALL EMERGENCY. GENERATOR.
UMC Edition: : 1994
MECHANICAL PERMIT
(206) 431 -3670
Status: ISSUED
Issued: 12/13/1996
Expires: 06/11/1997
SATO TRAVEL
2811 S 102 ST, TUKWILA, WA 98168
BOEING
D A S CONSTRUCTION Phone: 206
101 ELLIOTT AVENUE WEST #330, SEATTLE, WA 98119
GARY ATKISSON Phone: 206
101 ELLIOTT AVENUE WEST #400, SEATTLE, WA 98119
****************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
.
_ 1x_13- q.(0 Perm Cen erAuthorized Signature Date
281 -8700
281 -8700
Valuation:. 15,000.00
Total Permit Fee: 39.38
I hereby certify that I have read and examined this permit and know the
same to be true and correct. All provisions of law and ordinances
governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate
or cancel theprovisions of any other state or local laws regulating
construc'ti'on or the performance of work. I am authorized .to sign for and
obtain this building permit.
S i gnature :n(F.1? 64 - '"' - Date 1 43 =1
Print Name: /14-1 ki C a - ••' Title: _ P2O3 6.?cfi7
This permit shall become null and void if the work is not commenced within
180 days from the date of issuance•or if the work. is suspended or
abandoned for a period of 180. days from the last inspection.
CITY: OF TUKWILA
Address: :.2811 S .102 ST
Suite:
Tenant : ',NATO :TRAVEL
Type: B -MECH
Parcel :# :.042304- 9182
* k**** k• kk********************** kl ukk** kk**** k**** kkkkk *kk * * * *k* *kkk•kkkk *k* * *
PernitConditions:
1: No changes will be made to the plans unless approved by the
Architect or Engineer and the_.Tul'wi:.la Building Division.
2 All permits, inspection re'cor'ds, and approved plans shall be
a v a i l a b l e at the job' site pr i or to the start of any con-
struction. These ,-documents are to .be maintained and avai l -
able until final Inspection approval is granted'.
3.. All construot;ion to be done in confOrrnance' approved
plans and , r eatuirements, "of the Un..iform Bui"1Ong Code (1994
Edition) ;;as' amende'd,'` Uniform Mechanical Code (1994Edit'ion) ,
and Washington State Energy Code (1994 Edition) .,
4
Val : idity,ot 'Permit. The ;issua`nce`of a permit or approval of
plans,: s'pe.cificat1.ons, and computations shall not be, con-
strued to :be a permit for`,` or an approval of, any violation
of an , y , ' of the provisions of the building code or of any
other;:or,dinance. of the jurisdiction. No permit presuming ta
give authority to violate or cancel the provisions of this
code :shat l' - be :.val id.
MANUFACTURERS INSTALLATION INSTRUCTION'S REQUIRED ON`- ..SITE_
FOR'.THE .BUILDING INSPECTORS 'REVIEW. '
E 1'ectri ca 1 perm1 t. shall be ,obta ined " through the Washington
ty 1
State Divnfsign of Labor, and;;;Industri'ea and all electrical ' E'
work 1 1``' be :,inspected by that's agency ,(248- 6630).
Permit No: M96 -0172
Status: ISSUED."
Applied: 12/05/1996
Issued: 12/13/1996
Project Name/Tenant:
._) (O i R -44)17 C_
Valuil of Construction:
/c� O
Will there be storage of flammable /combustible hazardous material In the building? - yes ❑ no
Attach list of materials and stora • e location on separate 8 1/2 X 11 a er indicatin uantities & Material Safe Data Sheets
Site Address: City State /Zip:
`,N / / 3 / 0 a, 1 / C.2
Tax Parcei Nu ter:
___O t- '1 a -- q Ka
Phone:
P,B / — e'T7C)U
Fax #:
2.0 2— 9 (S
•
Property Owner:
ri'Z. 0.(D(2_
Street Address: City State/Zip:
/b / RL L o Ti^ (3V: (,..) 330 <S rzfr ree__ `
Contact Person:
6/} ?./ / Ki5Sc,r
Phone:
76 Y,
Street Address: City State /Zip:
i ll n / 2 5 Ti, r,(,); c-- _
Fax #:
76 - 63 `7 0
Phone:
49--,F / 43 ( c
Contractor:
,Q/It-3 C i-JST
Street Address: City State /Zip:
/0i r ( , (..._/u` �T" L -) LIOO S tr/irT(<- zif'�I
Fax #:
2fl UCU
0 Standby
Architect:
. x-, p
S /\ /=� �� 2 k2 i C 2
Phone:
94: K9 00
Street Addrbss: City State /Zip:
4
Fax #:
_ I ()S
ID I C..0 tv i A t.,- c5o G
Engineer:
Phone:
P h)C- /...iCCr.-S / ,
Street Address: City State /Zip:
Fax #:
MISCELLANEOUS PERMIT REVIEW AND APPROVAL REQUESTED: (TO BE FILLED OUT BY APPLICANT) :
Description of work to be done:
fjc51 4 / L en 6: 2. roc'' C, GCrO r 2/7-T'1a2
Will there be storage of flammable /combustible hazardous material In the building? - yes ❑ no
Attach list of materials and stora • e location on separate 8 1/2 X 11 a er indicatin uantities & Material Safe Data Sheets
Above Ground Tanks ■ Antennas /Satellite Dishes illi, Bulkhead/Docks Commercial Reroof
❑ Demolition ❑ Fence 3 Mechanical ❑ Manufactured Housing - Replacement only
❑ Parking Lots in Retaining Walls Temporary Pedestrian Protection /Exit Systems
❑ Temporary Facilities ❑ Tree Cutting
MONTHLY SERVICE BILLINGS TO:
Name:
Phone:
Address:
City /State /Zip:
0 Water
0 Sewer
0 Metro
0 Standby
CITY OF l"'IKWILA
Permit Center
6300 Southcenter Boulevard, Suite 100
Tukwila, WA 98188
(206) 431 -3670
Miscellaneous Permit Application
Application and plans must be complete In order to be accepted for plan review.
Applications will not be accepted through the mail or facsimile.
MISCPMT.DOC 7/11/96
APPLICANT:REQUEST.. FORMISCELLANEOUS ;PUBLIC.WORKS.PERMITS:
❑ Channolization/Striping
❑ Flood Control Zone
❑ Landscape Irrigation
❑ Storm Drainage
❑ Water Meter /Exempt #
❑ Water Meter /Permanent #
❑ Water Meter Temp #
❑ Miscellaneous
❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #:
❑ Land Altering: 0 Cut cubic yards 0 Fill cubic yards 0
❑ Sanitary Side Sewer #: ❑ Sewer Main Extension
❑ Street Use ❑ Water Main Extension
Size(s):
Size(s):
Size(s): Est. quantity:
❑ Moving Oversized Load/Hauling
0 Private 0 Public
0 Deduct 0 Water Only
gal
Size(s):
sq, ft.grading/clearing
0 Private 0 Public
Schedule:
WATER METER DEPOSIT /REFUND BILLING:
Name:
Address:
Phone:
City /State /Zip:
Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be
reviewed and Is subject to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review - Applications for which no permit is Issued within 180 days following the date of application shall
expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days
upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application
shall be extended more than once.
Date application accepted:
( 2 -5 - 9
Date application expires:
CD " J -C fn
Application take pnitlals)
BUILDING OWNER OR AUTHORIZED AGENT:
SUBMIT APPLICATION AND REQUIRED CHECKLISTS FOR
Above Ground Tanks/Water Tanks - Supported directly upon grade
exceeding 5,000 gallons and a ratio of height to diameter or width
which exceeds 2:1
Signature:6A Ry (F cz,
0
Date:
Print nameLS Y Or � (T'&i }SO c 7
c�
Phony pJ�_enco
F�x7'� .i; .-2_- - CY 2 U
Address:
/l? I iZ- C.. L-[ --- 4 (A)
icP 4 14: � 4.)
City/State/Zip:
8 E14r"t ?))// `7
0
SUBMIT APPLICATION AND REQUIRED CHECKLISTS FOR
Above Ground Tanks/Water Tanks - Supported directly upon grade
exceeding 5,000 gallons and a ratio of height to diameter or width
which exceeds 2:1
PERMIT REVIEW
Submit checklist No: M -9
0
Antennas /Satellite Dishes
Submit checklist No: M -1
0
Awnings /Canopies - No signage
Commercial Tenant Improvement
Permit
0
Bulkhead /Dock
Submit checklist No: M -10
0
Commercial Reroof
Submit checklist No: M -6
O
Demolition
Submit checklist No: M -3, ' M -3a
0
Fences - Over 6 feet in Height
Submit checklist No: M -9
El
Land Altering /Grading /Preloads
Submit checklist No: M -2
0
Loading Docks
Commercial Tenant Improvement
Permit. Submit checklist No: H -17
1 3
Mechanical (Residential & Commercial)
Submit checklist No. M -8,
Residential only - H -6, H -16
0
Miscellaneous Public Works Permits
Submit checklist No: H -9
O
Manufactured Housing (RED INSIGNIA ONLY)
Submit checklist No: M -5
0
Moving Oversized Load /Hauling
Submit checklist No: M -5
0
Parking Lots
Submit checklist No: M -4
El
Residential Reroof - Exempt with following exception: If roof structure
to be repaired or replaced
Residential Building Permit
Submit checklist No: M -6
0
Retaining Walls - Over 4 feet in height
Submit checklist No: M -1
El
Temporary Facilities
Submit checklist No: M -7
0
Temporary Pedestrian Protection/Exit Systems
Submit checklist No: M -4
ri
Tree Cutting
Submit checklist No: M -2
ALL MISCELLANEOUS PE, T APPLICATIONS MUST BE SUB D WITH THE FOLLOWING:
D ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN
D BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED
D ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT
D STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON
LICENSED STRUCTURAL ENGINEER
D CIVIUSITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER
(P.E.)
Copy of Washington State Department of Labor and Industries Valid Contractor's License. If
not available at the time of application, a copy of this license will be required before the
permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit
in Lieu of Contractor Registration ".
Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed
by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and
obtain the permit will be required as part of this submittal.
I HEREBY CERTIFY THAT / HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS
PERMIT.
MISCPMT.DOC 7/11/96
********A**w*k*k***++***++***+*+**+*++*****++*
CITY OF TUKN%i|,WA TRANSMIT
+****^*k**+***k***a*AWVO4+
TRANSMIT Number: R9680531 Amount: . 39.38 12/13/96 13:29
Payment Method: CHECK Notation: D A S �CONSTRUCT %nit: SL8
Permit No:. N96-0172 Type: B-NECH MECHANICAL PERMIT
Parcel No: 042304-9182
|
Site 'Addregs: �8�1 S 102 �.
'
Total Fees: 39.38
This Payment 39.38 Total ALL Pmts: 39.38
Balance: .00
*+*****+.ika**A*a*********4.*.A*****a.Aaa**A+A*+*a**+A*i+*++*+****
`
Account Code Description Amount
000/345.830 ' PLAN CHECK - NOMRES 7.88
000/322.100 MECHANICAL - NONR[R ' 31.50
•
''''� ' ' ' 1�/���� ' `TOT��`
' /~p"'. /^"'` .' .�'�r�--,~
f2
City of Tukwila
Fire Deparhnent
Address -f5\\ _ 16 Sr
TWCWILA FIRE DEPARTMENT
FINAL APPROVAL FORM
Project Name �1'.1er -. Toti�►1 77" GAt Q.
C Retain current inspection schedule
Needs shift inspection
Approved without correction notice
Approved with correction notice issued
Sprinklers:
Fire Alarm:
Hood & Duct:
Halon:
Monitor:
Pre -Fire:
Permits:
Authorized Signature
FINALAPP.FRM
3
John W. Rants, Mayor
Thomas P. Keefe, Fire Chief
Permit No. rn 4 Mn- (fit\ 3,
rzlraic(„
Date
T.F.D. Form F.P. 85
Suite # �``-•
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax: (206) 575$4439
Project:
, ,,,,....,„,„4,,,,r- tc�Fl .
Type of inspect'g
Date called:
�
Address: 24/1 ,
G Z
4/r3;
Special instructions:
Date wanted:
5/ /97
ell
p.m.
Requester:
Phone No.:
7G,-- 6zie
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 981
Inspector:
I 1
pproved per applicable codes.
1 INSPECTION RECORD
Retain a copy with permit
sammaralteSSZLIZNIMWM1111
kiA 116 - 61 2 --
PERMIT NO.
(206) 431 -3670
Date: 5l
$42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection.
Corrections required prior to approval.
Receipt No.:
Date:
Pr l; fo .
, .--
1
Type of inspectionr ^ L
f
G t (ss: S t
Z
5 .. r --
Date called:
_ 9
LI ...2 1
( /
Special instructions:
i
Date wanted:
a.m.
Requester:
7 - 1 A A
Phone No.:
1 U1 - I z49 _
�O
1
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION ■
6300 Southcenter Blvd., #100, Tukwila, WA 98188.
COMMENTS:
43/-067
1 1
Approved per applicable codes.
Date: /1.....5.7%,../7
$42.00 REINSPECTION EE REQUIRED. Prior to Inspection, fee must
be paid at 6300 Southcenter t31vd.Suite 100. CaII to schedule reinspectlon.
Receipt No.:
INSPECTION RECORD
Retain a copy with permit
•
(206) 431 -3670
Corrections required prior to approval.
Date:
COMMENTS:
( ---
Type of inspect:
r
Date called:
Address: Z$11 S
IN---
Special instructions:
Date wanted:
i if I Oclko
Ia�m.
Requester:
�,:ac e acAA- S -voL'
EZIAAAA-
rNAr
w'
Al t,�,u�, ►
1 711 f OS% OK
Cc PAST. OE
ei.. % 0..g ,q.s,E
Prw ft) v PAr1) wc1� -.
4 . ,T .
\A (t,,,h. S Tom. "'
Project: 0 V- �
( ---
Type of inspect:
r
Date called:
Address: Z$11 S
IN---
Special instructions:
Date wanted:
i if I Oclko
Ia�m.
Requester:
Phone No.:
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
PERMIT NO.
(206) 431 -3670
Approved per applicable codes.
Inspector/'
Corrections required prior to approval.
Date: i2 j s
q 4
$42.00 REINSPECTION FEE REQUIRED, Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection.
Receipt No.: i, •.
Date:
Equipment
, Sound Level Reduction
dB (A)
(Approximate)
None
0
Vibration Isolators
2
Baffle
(Single Wall Barrier)
5
Absorption Material
(Walls and Ceiling)
5
Rigid Sealed Enclosure
(Walls and Ceiling)
15 -20
Rigid Sealed Enclosure
• (Walls and Ceiling)
and
Vibration Isolators
25 -30
Rigid Sealed Enclosure
(Walls and Ceiling),
Vibration Isolators
and
Absorption Material
(Walls and Ceiling)
35 -40
Double Walled
Rigid Sealed Enclosure
(Walls and Ceiling),
Vibration Isolators
and
Absoprtion Material
(Walls and Ceiling)
60 -80
'VIBRATION CONTROL,
GenSets up through 150 kW include integral rubber
vibration isolators which provide 75 10 85% vibration
attenuation. Spring type (Figure 3) or pad type (Figure
4) isolators can be used with larger generator sets to
ortiin '? cirnilar rACitllc ui^• r flcrtirr erring !t /no
isolators can be used with any GenSet to achieve 95 to
98% vibration attenuation for critical installations.
FIGURE 1 OPTIONAL SPRING TYPE VIBRATION
ISOLATOR
r _ UNIT MOUNTING BASE
,B OLT
I1
li j ; NUTS
• . FLAT WASHER
•
• �.�r�.; Le,..,1:1 -- ISOLATION WASHER
���Y }a
.E...._
---./ FELT
1 STEEL
\7�J N....2-1 PLATE
DAMPER
ELASTO RIB
r- '
1
FIGURE 4. PAD TYPE VIBRATION ISOLATOR
NOISE CONTROL
You can attenuate exhaust noise by using pro'
mufflers. To attenuate other noises, use.iine- of -sl
barriers, total ac,ustical enclosures. sound attenual
ing duct treatment, or install the GenSets away fror
rritirRl aroRs C -o., rjnoc arn.'cti anrlr
sures, but there are companies which supply suc
equipment,
RECEIVED
CITY OF TUKWILA
DEC 0 5 1996
PERMIT CENTER
LEGAL DESCRIPTION
LOT 2
THAT PORTION OF THE SOUTHEAST QUARTER OF SECTION 4, TOWNSHIP 23
NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED
AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF GOVERNMENT LOT
11 IN SAID SECTION 4; THENCE ALONG THE SOUTH LINE OF SAID
GOVERNMENT LOT 11, SOUTH 89 22' 06" EAST, 988.27 FEET; THENCE
NORTH 14 45' 08" WEST, 477.09 FEET TO AN INTERSECTION WITH THE
NORTH LINE OF THE SOUTH 460 FEET OF SAID GOVERNMENT LOT 11 OF
SECTION 4 AND THE NORTHEASTERLY MARGIN OF PRIMARY STATE HIGHWAY
NO.' 1' AS ESTABLISHED BY KING COUNTY SUPERIOR COURT CAUSE NO.
529021; THENCE ALONG SAID NORTHEASTERLY MARGIN, NORTH 14 45' 08"
WEST, 689.81 FEET TO THE SOUTHWESTERLY MARGIN OF THAT 200 FOOT
SEATTLE TRANSMISSION LINE AS ESTABLISHED BY ORDINANCE NO. 82986
OF THE CITY OF SEATTLE, AS CONDEMNED IN KING COUNTY SUPERIOR
COURT CAUSE NO. 469557; THENCE CONTINUING ALONG SAID
NORTHEASTERLY MARGIN, NORTH 14 45' 08" WEST. 22.70 FEET TO A
POINT OF SPIRAL CURVATURE; THENCE CONTINUING ALONG SAID
NORTHEASTERLY MARGIN ALONG A SPIRAL CURVE TO THE LEFT, THE CHORD
OF WHICH BEARS NORTH 15 07' 51" WEST, 152.94 FEET TO A POINT OF
SIMPLE CURVATURE; THENCE CONTINUING ALONG SAID NORTHEASTERLY
MARGIN, NORTHWESTERLY 340.67 FEET ALONG THE ARC OF A NON— TANGENT
CURVE TO THE LEFT, HAVING A RADIUS OF 3970.00 FEET, THE RADIUS
POINT OF WHICH BEARS SOUTH 74 07' 22" WEST, THROUGH A CENTRAL
ANGLE OF 04 55' 00 "; THENCE CONTINUING ALONG SAID NORTHEASTERLY
MARGIN, NORTH 11 24' 57" EAST, 327.11 FEET TO THE TRUE POINT OF
BEGINNING; THENCE CONTINUE NORTH 11 24' 57" EAST ALONG SAID
NORTHEASTERLY MARGIN. 61.40 FEET TO A POINT OF SIMPLE CURVE;
THENCE CONTINUING ALONG SAID NORTHEASTERLY MARGIN, NORTHWESTERLY
191.94 FEET ALONG THE ARC OF A NON— TANGENT CURVE TO THE LEFT,
HAVING A RADUq OF 4190.00 FEET, THE RADIUS POINT OF WHICH BEARS
SOUTH 64 42' 23" WEST, THROUGH A CENTRAL ANGLE OF 0 ^_ 37' 29
THENCE NORTH 27 10' 05" EAST. 89.78 FEET; THENCE NORTH 48 11' 59"
EAST, 442.51 FEET; THENCE SOUTH 41 52' 02" EAST, 881.11 FEET;
THENCE SOUTH 48 05' 28" WEST, 406.87 FEET; THENCE NORTH 41 52'
51" WEST, 627.47 FEET; THENCE SOUTH 48 11' 44" WEST, 218.98 FEET
MORE OR LESS TO. THE POINT OF BEGINNING.
. .••••••••••• ••••••• •
.47'4.047i!
DETACI 1 TO DISPLAY DIATIFICATr-t
I understand that the Plan Check approvals are
subject to errors and omissions and approval of
plans does not authorize the violat
tionof any
adopted code or ordiv dplans acknowledged.
tractor's copy of app _
By
Date
Permit No.
TE rc.h., N�T€ �' nvST e " C'>CS
ri E1 E {
5 /y
g,x- w
L i -71nC� A' f.ti
ES
4.":Av.-4 `J ji Poel.`
S -rear: l' 5 1 ,Hf'
r ^�c. 1.AU,JS W,Lo '-J
re „ c ,
ext,hil ;r Iii F CFS flu , peD
g'C EItL lIt -^
Hnu yin r �= iz f
r cer
f —.
i;C NL fit.
rf
EXPIRES: 6 -18 -1957
C Pf K �r�?
.W !T'IA .... � E.W A .IY.i
....
\(6141” c. tt .. A T co ± i -�� 7pN
IN Tn. K'E <
rvi�7o(t 2EP ( "'41 ∎7'"...9 nn^I , 12 y
an/. Lv lZuv
STA
kN
“rt,0 4 F:J c
vvPRC
EC 12 1996
gD[tiDING
RECEIVED
CITY of TUKWILA
DEC 0 5 1996
PERMIT CENTER I
CONCI D01.
•
;GRID UNE
RUN I OWB 00 FLOOR,
TYP WITH 4' RUBBE
BAS
EXISTING 1BUILIDNG FL 000
I COWL DWI.
' TRAFFIC STRIPING NOT SNOW
I FOR 1AR11Y_ SEE SHEET A2.1.
�
0806106 COW
PdAIFORY
SLOPE ON .1 6/11
E1 -14-2
3/40
10 -T
CONC. DIM.
GUMORAIL EAST SIDE (OUTSIDE) ONLY
LOADING DOCK 8EY0N0
COMPACTOR
SHIPS LADDER
SEE 'ts
AUTOMATIC
SLIDING
DDOR
CONC. DIM.
5' -6 1/T
CONC. DIM.
EOUIP
3' - tt 1/T
CMU WALL
CC C. DIM.
MECFYJ0CAL RUMPS
AND CNIL1ER
LOCATION, SEE
MECHANICAL DWG''.
2T -0'
CONC. DIM.
G.W.B. WALL
5• 8' -8 i /2'
EXIST SLAB EL. 0'-0' (MTOM)
DASHED UNE INDICATES
L0006100 OF WNNSCO
SEE DETAL 13/10.
2 X 12 W000 BA5E
BOTH SIDES, TYPICAL
CONSULTANTS
.
r„1 R f & PLANTER M I ' S SRI PLAN
Ctl CURB & PER !E PUN
NEW GARB AT ENO OF SIDEWNX
^�^ TO REMAIN, PATCH ;ALP AS REVD.
NJ4
CONDITION AT
6"X6" COLUMN
CONCRETE RAMP
OVER COMPACTED FILL
SEE STRUCTURAL
-A—IRON-BALD EASEAIEM.
SEE 'STRUCTURAL DRAWINGS FOR FOUNDATIONS
SECTION EXTERIOR RAMP
CMU WALL
GW8 OVER METAL STUDS
WITH 1/4' MASONRE
WAINSCOT TO 4, TYR.
SEE DETAIL 13/10.2
2 X 12 WOOD BASE
TIP. BOTH SIDES, ST -1
NEW
DOOR
SERVICE
AREA
SECTION THRU INTERIOR RAMP
SCALE: 3/4 " =)' -O
SCALE: 1/4 " =1' -0'
SLIDING GLASS DOOR
(OPEN TO SERVICE
HALL BEYOND)
RNSEO CONCRETE
PLATFORM SEE
STRUCTURAL OWG5.
REMOVABLE To STEEL GUARDRAIL
POST N STEEL SLEEVE. PRO2OE
EYE HOOKS FOR CHAIN ATTACHMENT.
CAP W/ 1/4' STEEL PLATE
CONCRETE PLATFORM
SEE STRUCTURAL
EXISTING 00100NG FLOOR
1,!
II CAULK JOINT
I L ir
® SECTION - TRASH DOCK
SCALE' 3/4 " =1' -0"
R -19 BAIT ■459UTION
ABOVE SUSPENDED
G.W.B. CEILING
1 1/2" o STEEL PPE
PROTECTION RAILING
FOR GLASS 000R. SET
INTO PIPE SLEEVE AND WELD
1/4" MA50NITE WAINSCOT
TO 4-4 AF F Ty?. AT
G.W.B. WALLS IN SPACES
)'132, 134. & 135.
2 X 12 WOOD 045E
TR ALL WALLS, ST -1
O ELEVATION SERVICE AREA
SCALE: 1/4 " =1' -0'
1 1/251 STEEL PIPE GUARDRAIL,
TYPICAL, SET INTO SLEEVE IN
, NCRETE PLATFORM. & WELD. CENTER
3' BACK FROM PLATFORM EDGE
CONCRETE PUTFORU
SEE STRUCTURAL
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O SECTION - INTERIOR SLOPED FLOOR
SCALE: 1/4" =1' -0"
SHIPS LADDER
SCALE 3/4 '-0"
STEEL 5HIP5 UDDER
0161 1 1/2' • PIPE RAILING
3 STEEL TREADS. IYP
51.OPE 15' FROM VERTICAL 1*
EXISTING BUBIDN9 Fl 00R-\ \ ®
CMU WALL
J
' PLAN AT SERVICE AREA
\ • / SCALE: 11/4' ° =1' -0
4'4 GUARDRAIL POST -
wail EYE FOR CHAIN 10
ATTACHMENT, CAP TOP \\
WITH 1/4" STEEL PLATE
WELD TO INBED PLATE
CONCRETE LOADING DOCK
TYPICAL FOR 3, SEE PLAN
CONTINUOUS 60691/4
WITH 1/2' DIA IMBED
STUDS. SEE STRUCTURAL.
LOADING DOCK BUMPER
SEE SPECIFICATIONS
EXISTING ASPHALT
PAVING. PATCH AS
REQUIRED
roe
NEW OPENING FOR DOCK DOOR
CONCRETE LOADING DOCK OVER
COMPACTED FILL, SEE STRUCTURAL
DRAWINGS. SLOPE 1 /6" /FT AWAY FROM
BUILDING, BROOM FINISH
THRESHOLD CLOSURE PLATE
SEE SPECIFICA0ONS
ELEV. AT DOCK
+2' -2 3/4" FROM DATUM
B� STL. PIPE, FILL
SMOOTH c ROUND &
SMOOTH CONC. M TOP
A.C. PAVING
CONC. BASE
® BOLLARD
SCALE: 1/2" =1' -0"
o OF NNW6A
:ppp ROV ED
p C 12 1996 clry o1 *0K u
U
BEC c 51996
BULL LNG DIVISION PErMT cerv1BR
qb-o! S ECTION - SCALE: 3/4" 1' 0"
SABEY
CORPORATION
muumamaimi
LS ARCHITECTS REV. 11Z
/a}}-- ARCHITECTS REV. 10/18/96
�/
1� ARCHITECTS REV. 90.6
/ !z\ ARCHITECT'S REV. 9/3/96
/1\ RE -ISSUE 8/22 96
REVISIONS 12 JULY 96
ISSUE DATE_
nil drawings and organ mondial sparing Nei*
., Po. b H e Mp 1'caw.
R od ?eTT�.�1��tIc T
DRAWING TITLE: ENLARGED FLOOR
PLAN
DETAILS
FILE: G:\ ARCH\RIVERFNT\CD'S \A52
PLOT:
PROJECT NUMBER: 5306
DRAWN BY 900
CHECKED BY: JWL
APPROVED BY:
A5.2
PLO TTED: 0 i72