HomeMy WebLinkAboutPermit M09-140 - WHITE HORSE TAVERNWHITE HORSE TAVERN
14935 INTERURBAN AV S
M09 -140
Parcel No.: 3597000445
Address:
Suite No:
Tenant:
Name:
Address:
Owner:
Name:
Address:
doc: IMC -10/06
Cityef Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
14935 INTERURBAN AV S TUKW
BOW CAR BOW INC
11416 61ST AVE S , SEATTLE WA
Contact Person:
Name: PEGGY PEEL
Address: 4600 S 134 PL , TUKVVILA WA
Contractor:
Name: HOLADAY PARKS, INC.
Address: PO BOX 69208 , SEATTLE, WA
Contractor License No: HOLADPI379NO
Value of Mechanical: $3,000.00
Type of Fire Protection:
WHITE HORSE TAVERN
14935 INTERURBAN AV S , TUKWILA WA
Furnace: <100K BTU
>100K BTU
Floor Furnace
Suspended/Wall/Floor Mounted Heater
Appliance Vent
Repair or Addition to Heat /Refrig /Cooling System....
Air Handling Unit <10,000 CFM
>10,000 CFM
Evaporator Cooler
Ventilation Fan connected to single duct
Ventilation System
Hood and Duct
Incinerator: Domestic
Commercial/Industrial
MECHANICAL PERMIT
EOUIPMENT TYPE AND OUANTITY
0
0
0
0
0
0
1
0
0
0
0
0
0
0
* *continued on next page **
M09 -140
DESCRIPTION OF WORK:
INSTALL NEW 2 1/2 TON GAS /ELECTRIC ROOFTOP AIR CONDITIONER TO REPLACE OLD ONE.
CONNECTING TO EXISTING SUPPLY, RETURN DUCTWORK AND EXISTING GAS PIPING.
Permit Number: M09 -140
Issue Date: 10/30/2009
Permit Expires On: 04/28/2010
Phone:
Phone: 206 - 248 -8747
Phone: 206 248 -9700
Expiration Date: 09/03/2011
Fees Collected: $207.76
International Mechanical Code Edition: 2006
Boiler Compressor:
0 -3 HP /100,000 BTU 0
3 -15 HP /500,000 BTU 0
15 -30 HP /1,000,000 BTU.. 0
30 -50 HP /1,750,000 BTU.. 0
50+ HP /1,750,000 BTU 0
Fire Damper 0
Diffuser 0
Thermostat 0
Wood/Gas Stove 0
Water Heater 0
Emergency Generator 0
Other Mechanical Equipment 0
Printed: 10 -30 -2009
Permit Center Authorized Signature:
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
construction
Signature:
Print Name:
doc: IMC -10/06
0 0■4" . .- v\
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http://www.ci.tukwila.wa.us
does no )pres
ce of work.
N CL(
Permit Number: MO9 -140
Issue Date: 10/30/2009
Permit Expires On: 04/28/2010
Date: (V
g to give authority to violate or cancel the provisions of any other state or local laws regulating
am authorized to sign and obtain this mechanical permit.
Date:f V ^ ^��
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.
M09 -140 Printed: 10 -30 -2009
Parcel No.: 3597000445
Address:
Suite No:
Tenant:
doc: Cond -10/06
• •
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
14935 INTERURBAN AV S TUKW
WHITE HORSE TAVERN
1: ** *BUILDING DEPARTMENT CONDITIONS * **
PERMIT CONDITIONS
Permit Number:
Status:
Applied Date:
Issue Date:
5: Readily accessible access to roof mounted equipment is required.
6: All construction shall be done in conformance with the approved plans and the requirements of the International
Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code.
7: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary
sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other
excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of
this requirement.
4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to
start of any construction. These documents shall be maintained and made available until final inspection approval is
granted.
2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the
Building Official.
3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center
(206/431- 3670).
8: Manufacturers installation instructions shall be available on the job site at the time of inspection.
M09 -140
ISSUED
10/28/2009
10/30/2009
9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila
Permit Center.
10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building
Department (206- 431 - 3670).
11: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of,
any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits
presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila
shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the
Building Official from requiring the correction of errors in the construction documents and other data.
* * continued on next page **
M09 -140 Printed: 10 -30 -2009
• •
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing
this work will be complied with, whether specified herein or not.
The granting of this perrrut does not presume to give authority to violate or cancel the provision of any other work or local laws regulating
construction or tie,performance of work.
//
Signature:
Print Name:
doc: Cond -10/06
V
Date: 1 O .-. o
M09 -140 Printed: 10 -30 -2009
SITE LOCATION
Name: '-4-4t���'_- /�( _ �,_¢aQ_
Mailing Address: oQ e -7 - 4 o S . /3 dig /
E -Mail Address:
Company Name:
Mailing Address:
Contact Person:
E -Mail Address:
Contact Person:
E -Mail Address:
Company Name:
Mailing Address:
E -Mail Address:
Res iced: 1 -20(10
hh
CITY OF TUKWIL•
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.c.i.tztlai.i/a. wa. us
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
* *Please Print **
.4
i'
Contractor Registration Number:
`f(o o cs) c "13 L'.. i2
Contact Person: ( `� � �.toY.1 _ c -C2-a.z-e-
elyrp011oieucieLypet.rics. con,
H. Applit.aiien: Flnm. Applicatwn. On Line •_0 9 Apph,m.on. 1 -2009 - 1'cnne , ppl .ation.J.
ho &c D. +0. v KS ...
it o (a.de.y le �{ S .Lem
t4o iADfr a _.37 /t2
Building Permo.
Mechanical Permit No.
Plumbing /Gas Permit No.
Public Works Permit No.
Project No.
(For office use only)
City
City
City
1
Expiration Date:
&
Day Telephone:
Fax Number:
3 s 9 7
King Co Assessor's Tax No.:
Site Address: 9.35 �.i.( a Suite Number: Floor:
Tenant Name: � New Tenant: ❑ Yes No
&-hi .ems 9-
Property Owners Name: I
Mailing Address: / . S. , , &4 n /6 g
City State Zip
CONTACT PERSON - who do we contact when your permit is ready to be issued
Day Telephone: o?o (o - cg -g-7 7`7
OA 98 14, 9
State Zip
Fax Number: ago - a4 - g 1�7
GENERAL CONTRACTOR INFORMATION -
(Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5))
� ,,, ,
% 3 0 . idiq . 9 g) toy
City State Zip ' /
0 Day Telephone: (o - .-,� � - g 747
Fax Number: 2 6 - .2 / g -g 700
9/A. //
ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record
Company Name:
Mailing Address:
State
Day Telephone:
Fax Number:
ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record
Zip
State Zip
- g - t 7I/7
a ‘ig - g7 0 0
Page I of 6
Unit Type:
Qty
Unit Type:
I Qty
Unit Type:
Qty
Boiler /Compressor:
Qty
Furnace <100K BTU
Air Handling Unit >10,000
CFM
Fire Damper
0 -3 HP /100,000 BTU
Furnace> 100K BTU
Evaporator Cooler
Diffuser
3 -15 HP /500,000 BTU
Floor Furnace
Ventilation Fan Connected
to Single Duct
Thermostat
15 -30 HP /I,000,000 BTU
Suspended /Wall /Floor
Mounted H eater
Ventilation System
Wood/Gas Stove
30 -50 HP /1,750,000 BTU
Appliance Vent
Hood and Duct
Emergency
Generator
_
50+ HP /1,750,000 BTU
Repair or Addition to
Heat/Refrig /Cooling
System _
Incinerator - Domestic
Other Mechanical
Equipment
Air Handling Unit
<10,000 CFM
Incinerator — Comm /Ind
• MECHANICAL PERMIT INF(SIATION - 206 - 431 -3670
•
MECHANICAL CONTRACTOR INFORMATION _
Company Name:
Mailing Address: 46000
Contact Person:
E -Mail Address:
Contractor Registration Number` /9b L A' 17 Pt 37 9 J V C)
Valuation of Mechanical work (contractor's bid price): S 30d0 : °O
Scope of Work (please provide detailed information):
Use:
1 U /3 0 -
9
`p_.€_ J o 1 0. clayeet r KS.Gorn
Residential:
Commercial:
Fuel Type: Electric
New .... ❑ Replacement .... ❑
New ..:: ❑ Replacement ...%
Gas:...®
Other:
Indicate type of mechanical work being installed and the quantity below:
I Iib\Pphea(ionc' Forin,Applicaaion. On 1. nc 21 09 Appl icailon. 1 -2009 - Pcnnil A ppl iianon doe
Rcs i.cd. 1- 2009
hh
G�./9 9'g /e _ J
City State Zip
Day Telephone: 20 6 - Z T g- g 7 T 7
Fax Number: 6 - -71g - Q 7o
Expiration Date: €71.2.6/ I
Page 4 of 6
PERMIT APPLICATION NOTES — Applicable to all permits in this application
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.
I HEREBY CERTIFY THAT I 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.
BUILDING OWNER OR AUTHORIZED AGENT:
Signature:
Building and Mechanical Permit
The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each: The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
Plumbing Permit
The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested
in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Codc (current edition).
Print Name: � - e - y ?)e. L_. e j
Mailing Address: 14 00 S. / 3
li:•AppliLation; Form.- Appiu.nion, On Line 2009 App) . i nn 1 -201)9 - Mind Apph.atien.Jo.
Res i.sed 1 -2009
hh
• •
Date: /O_ 2/0 ?
Day Telephone:_ •?O 6 7fi 7
rg /6g
City
State
Z ip
Date Application Accepted:
Date Application Expires:
H-0)6--- to
Staff Initials:
Page 6of6
Receipt No.: R09-01710
Initials:
User ID:
Payee:
WER
1655
ACCOUNT ITEM LIST:
Description
HOLADAY PARKS
Payment Credit Crd VISA -
Authorization No. 016071
MECHANICAL - NONRES
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http://www.ci.tukwila.wa.us
RECEIPT
Parcel No.: 3597000445 Permit Number: M09 -140
Address: 14935 INTERURBAN AV S TUKW Status: APPROVED
Suite No: Applied Date: 10/28/2009
Applicant: WHITE HORSE TAVERN Issue Date:
TRANSACTION LIST:
Type Method Descriptio Amount
166.21
Payment Amount: $166.21
Account Code Current Pmts
000.322.102.00.00 166.21
Total: $166.21
Payment Date: 10/30/2009 10:35 AM
Balance: $0.00
PAYMENT
RECEIVED
doc: Receiot -06 Printed: 10 -30 -2009
Parcel No.: 3597000445 Permit Number: M09 -140
Address: 14935 INTERURBAN AV S TUKW Status: PENDING
Suite No: Applied Date: 10/28/2009
Applicant: WHITE HORSE TAVERN Issue Date:
Receipt No.: R09 -01697
Initials: WER Payment Date: 10/28/2009 03:34 PM
User ID: 1655 Balance: $166.21
Payee: HOLADAY PARKS
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Credit Crd VISA -
Authorization No. 085436
ACCOUNT ITEM LIST:
Description
PLAN CHECK - NONRES
i
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Fax: 206 - 431 -3665
Web site: http://www.ci.tukwila.wa.us
RECEIPT
41.55
Account Code Current Pmts
000.345.830 41.55
Total: $41.55
Payment Amount: $41.55
PAYMENT
RECEIVED
doc: Receipt-06 Printed: 10 -28 -2009
COMMENTS:
l J,'\ sr-t_ ite s L A,, u_, 1
--- r - ‘)^ -ilk 1 --- f. J/Pr A
1 \ /a .
.
H if i `
Address:
I L-I c 3 :!
X C4 a iL‘ : ^ 1 cr i rr /1 & 1
‘,n ) lk 3/\ r(.7 P A) f P 4,i; f('
5 /-( a.
r e
- ` 4- ('�. ) ! � pi .1 P.
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p
Project:
(3k'rie \
r i AkE. R4
Type of Inspection:
C-rKJ AiA7 ---
l iL\
Address:
I L-I c 3 :!
Qtr e 3 M1
Date Called:
AO S
MI-^c
Special Instructions:
Date Wanted:
12I
Requester:
Phone No:
264 -2 5 i -41 19
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
Mcfi - RI b
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Approved per applicable codes. Corrections required prior to approval. 3
Inspector:
Date: I L 5 r •
ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
FILE COPY
WHITE HORSE BAR & GRILL
MECHANICAL UNIT SUPPORT
FOR
HOLADAY PARKS, INC.
14935 INTERURBAN AVE SOUTH
TUKWILA, WASHINGTON 98168
STRUCTURAL CALCULATIONS
OCTOBER 22, 2009
JOB: 124 -0904
M09- P•10
Lincoln Center Business Park
555 116th Ave. NE, Suite 150
Bellevue, WA 98004
REVIEWED FOR
CODE COMPLIANCE
APPROVED
OCT 2 9 2009
City of Tukwila
BUILDING DIVISION
RECEIVED
OCT 2 8 2009
PERMIT CENTER
Phone. 425.644 -6400
Fax 425.644 -0463
NOTES:
13z
get-0 e
(4-2o b1)
3a- -!
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lz°.. ✓ fie ) N
PARTIAL ROOF FRAMING PLAN
1) CONTRACTOR TO VERIFY ALL SIZES, DIMENSIONS, AND LOCATIONS AT FIELD.
2) CONTRACTOR TO VERIFY ALL EXISTING ROOF FRAMING MEMBER SIZES.
3) CONTRACTOR TO VERIFY MECHANICAL UNIT SIZE, WEIGHT AND LOCATIONS.
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ProjecUSudject
„./112X- Al a�s6 .(W ob G.ew
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BY
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Sheet No.
Z
; e - I Z-471'
-o,Dit
ROOF LOADS:
DEAD LOAD:
B.U. ROOFING 2 PSF
PLYWOOD 2.3
TRUSS @ 48" o.c. 2
SPRINKLER 0
INSULATION 1
PURLIN 0
CEILING 1.5
MISC. / MECH. 3.2
12 PSF
LIVE LOAD:
SNOW 25 PSF
TOTAL LOAD: 37 PSF
MECHANICAL UNIT DATA:
RTU -I = 420 lbs
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r'9 -*': l/�✓ /T Sl/��o� y
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Date
to -2Z °
Sheet No.
z
Job No.
o < 7Z//-
) ;6 4 A
f;e
7 /71 2 f
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4
PTojecVSubject
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Sheet No.
9 /
�a�,o�o9•
,b ° -Le -a I
eiep
0
0
(4'( (-h (
f" (( . 75 - yx - 2(2 ,
(Mr 1 7L() 5C (
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7i" fr‘<is • r x -f7 27 :7Se/ V
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LATERAL DESIGN:(IBC 2006, ASCE 7 -05)
(A) WIND -
BASIC WIND SPEED = 85 MPH (FIG. 6 -1, ASCE 7 -05)
EXP. "B"
Iw = 1.0
Kd = 0.9 (TABLE 6 -4, ASCE 7 -05)
Kz= 0.7 UPTO30'
Kzt= 1.0 (FIGURE 6-4, ASCE 7 -05)
Gf = 0.85 (GUST FACTOR)
qz = 0.00256 x Kz x Kzt x Kd x V ^2 x I (EQ..6 -15)
qz = 11.7 PSF
Cf = 1.3 (FIG. 6 -21, ASCE 7 -05, H/D < 1.0. FOR MECHANICAL UNIT)
F= gzxGfxCfxAf (EQ.6 -28)
F = 12.88 Af
UNIT LENGTH (L) = 4.25 FT
UNIT WIDTH (W) = 3.9 FT
UNIT HIGHT (H) = 2.70 FT
SHORT DIRECTION: F wind = 192 lbs
LONG DIRECTION: F wind = 176 lbs
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Sheet No
G � y
Job No.
WHITE HORSE BAR & GRILL
Date and Time: 10/21/2009 3:31:01 PM
MCE Ground Motion - Conterminous 48 States
Zip Code - 98168 Central Latitude = 47.488839
Central Longitude = - 122.29991
Period MCE Sa
(sec) ( %g)
0.2 140.6 MCE Value of Ss. Site Class B
1.0 048.5 MCE Value of S1. Site Class B
Spectral Parameters for Site Class D
0.2 140.6 Sa = FaSs, Fa = 1.00
1.0 073.7 Sa = FvS 1. Fv = 1.52
SEISMIC (2006 IBC)
ZIP CODE: 98168
LATITUDE = 47.4888
LONGITUDE = - 122.2999
Ss = 1.406 g
S1 = 0.485 g
SITE CLASS "C"
SDC = D
Fa = 1
Fv = 1.52
Sms = Fa x Ss = 1.406 g
Sm1= FvxS1= 0.74g
Sds = 2/3 Sms = 0.94 g
Sd1 = 2/3 Sm1 = 0.49 g
Fp = (0.4 Ap.Sds.Wp /(Rp /Ip)) /11 + 2 ZJH)
Ap= 2.5
Ip = 1
Rp = 6
Sds = 0.94
(EQ. 13.3 -1)
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By A
Date
Sheet No.
� Z
Job No.
/ Z20 f_
Z/H = 1
Wp = 420 lbs
Fp = 197 lbs
Fp (MAX) = 1.6 Sds.lp.Wp = 630 lbs > Fp O.K.
Fp (MIN) = 0.3 Sds.lp.Wp = 118 lbs < Fp O.K.
Fp (ASD) = Fp / 1.4 = 141 lbs
CHECK UNIT STABILITY:
SHORT DIRECTION:
F(WIND)= 192 lbs
M (O.T.) = 259 lbs-ft
M (REsls.) = 819 lbs-ft
0.70 M (R)= 573 lbs-ft > M (O.T.)
F(wind) / #10 SCREW= 32 lbs - O.K.
(WIND GOVERNS IN BOTH DIRECTIONS)
NO UPLIFT
USING: MINIMUM (3) - #10 SCREWS EACH SIDE OF THE UNIT
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Job No
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APPENDIX
SPECIFICATIONS
PRODUCT SPECIFICATIONS
' Wire size should be determined in accordance with National Electrical Codes. Extensive wire runs will require larger wire sizes.
Must use time -delay fuses or HACR -type circuit breakers of the same size as noted.
Note: Always check the S &R plate for electrical data on the unit being installed.
GPG13
240451A
GPG13
240701A
GPG13
300451A
GPG13
300701A
GPG13
360451A
Cooling Capacity (BTU/h)
Total
24.000
24.000
29.000
29,000
35.400
Sensible
18,200
18,200
22,600
22,600
27,300
SEER /EER
13.0/11.3
13.0/11.3
13.0/11.3
13.0/11.3
13.0/11.3
Decibels
76
76
76
76
76
Heating Capacity (BTU/h)
Input
46 ,000
69,000
46.000
69.000
46,000
Output
36,700
55.000
36,700
55,000
36,700
AFUE
80
80
80
80
80
Temperature Rise Range
30 - 60
35 - 65
30 - 60
35 - 65
30 - 60
No. of Bumers
2
3
2
3
2
Orifice Size (Natural/Propane)
43" / 55"
43' / 55"
43' / 55'
43" / 55"
43' / 55'
Evaporator Motor
Type
DD
DD
DD
DO
DD
Wheel (0xVV)
10"x8'
10"x8'
10'x8'
10 "x8'
10'x9'
Indoor Nominal CFM
750
750
1,000
1,000
1,200
Motor Speed Tap (Cooling)
Med
Med
Med
Med
High
RPM /Amps (Cooling)
970/1.1
970/1.1
1,000/1.4
1,000/1.4
1,070/1.7
Horsepower - RPM
'/3 - 1,080
'A -1,080
''A - 1,080
' - 1,080
A -1.080
Evaporator Coil
Face Area (ft=)
4.33
4.33
4.33
4.33
4.33
Rows Deep/Fins per Inch
3/14
3114
3/14
3/14
4/14
Piston Size (Cooling)
0.059"
0.059'
0.068'
0.068"
0.071'
Flier Size (ft=)
2.7
2.7
3.3
3.3
4.2
Drain Size (N PT)
W
y.,
2 A"
'!.'
W
Refrigerant Charge (oz.)
70
70
77
77
110
Condenser Fan
Horsepower - RPM
1/6 - 850
1/6 - 850
'A -1,075
'V - 1,075
'A - 1,075
Diameter / # of Blades
22" / 3
22' / 3
22" / 3
22" / 3
22' / 3
Outdoor Nominal CFM
2,400
2,400
2.700
2,700
2,700
Condenser Coil
Face Area (ft
12.4
12.4
12.4
12.4
12.4
Rows Deep/Fins per Inch
1/19
1/19
1/19
1/19
2/16
Electrical Data
Voltage /Phase /Frequency
208 - 230/1/60
208 - 230/1/60
208 - 230/1/60
208 - 230/1/60
208 - 230/1/60
Compressor RLA/LRA
9.2 / 43.0
9.2 / 43.0
10.3 / 49.0
10.3 / 49.0
14.1 / 61.0
Indoor Blower FLA/LRA
1.5 / 2.2
1.5 / 2.2
2.4/2.6
2.4/2.6
3.0/3.3
Outdoor Fan RLA/LRA
0.8 / 1.7
0.8 / 1.7
1.8 / 3.8
1.8 / 3.8
1.8 / 3.8
Total Unit Amps
9.2
9.2
11.7
11.7
13.1
Min. Circuit Ampacity
13.8
13.8
16.6
16.6
21.6
Max. Overcurrent Device
20 amps
20 amps
20 amps
20 amps
30 amps
Entrance Size Power Supply
1W
1W
1W
1 W
1W
Entrance Size Control Voltage
W
W
W
4"
'/a"
Operating Weight (Ibs)
412
417
415
4
449
Ship Weight (Ibs)
435
439
438
442
470
SPECIFICATIONS
PRODUCT SPECIFICATIONS
' Wire size should be determined in accordance with National Electrical Codes. Extensive wire runs will require larger wire sizes.
Must use time -delay fuses or HACR -type circuit breakers of the same size as noted.
Note: Always check the S &R plate for electrical data on the unit being installed.
Model
Chassis
Size
A
B
GPG1324"'1
Medium
32"
16"
GPG1330"'1
Medium
32"
16"
GPG1336"'1
Medium
32"
16"
GPG1342""1
Large
40"
18"
GPG1348""1
Large
40"
18"
GPG1360"'1
Large
40"
18"
PRODUCT SPECIFICATIONS
DIMENSIONS
SUCTIONAJOUD PRESSURE PORTS
9EN4D COMPRESSOR ACCESS PANEL—
COMBUSTION Ali MAID =
FLUE EXHAUST
i
COMBUSTION
AR MALE
SUPPLY
47
NEAT EXCHANGE ACCESS PANEL —`
GAS SUPPLY E TRANCE CONDENSATE DUN CdiNECT,ON
S'I NP'T RLJALE
r ene
r
POWER WIRE ENTRANCE
CONTROL WIRE ENTRANCE
EXHAUST FLUE HOOD
RETURN
IA 1!e
SUPPLY
RETURN
A
1
2 S
EVAPOQATOR,CCNTROL PANEL ACCESS PANEL
BLOWER ACCESS PANEL
DATE: 10 -28 -09
ACTIVITY NUMBER: M09 -140
PROJECT NAME: WHITE HORSE TAVERN
SITE ADDRESS: 14935 INTERURBAN AV S
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter #
Revision # After Permit Issued
DEPARTMENTS:
As AUC.
Building Division
Public Works In
Complete
Documents/routing slip.doc
2 -28 -02
* PERMIT COPY •
PLAN REVIEW /ROUTING SLIP
APPROVALS OR CORRECTIONS:
Psi N /A- 10
Fire Prevention
Structural
Incomplete
n
❑ Permit Coordinator j
Planning Division
DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10 -29 -09
Not Applicable
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES/THURS ROUTING:
Please Route n Structural Review Required n No further Review Required
REVIEWER'S INITIALS: DATE:
DUE DATE: 11-26-09
❑
Approved ❑ Approved with Conditions n Not Approved (attach comments) n
Notation:
REVIEWER'S INITIALS: DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Name
Role
Effective Date
Expiration Date
PARKS, GERALD T JR
Effective
Date
01/01/1980
Status
PARKS, DAVID L
HOLADAY
PARKS
FABRCTRS
INC
01/01/1980
GENERAL
TALBOT, PAUL
8/20/19631/1/1983
01/01/1980
ARCHIVED
NELSON, MICHAEL
/2002
01/01/1980
FIREMANS
FUND INS
CO
BECK, DAVE
07/30/2001
01/01/1980
OCONNOR, BONNY K
$12,000.0008/30
01/01/1980
5
NAILON, JUNE A
SLR1114130751909
01/01/1980
License
Name
Type
Specialty
1
Specialty
2
Effective
Date
Expiration
Date
Status
HOLADPF376NO
HOLADAY
PARKS
FABRCTRS
INC
CONSTRUCTION
CONTRACTOR
GENERAL
UNUSED
8/20/19631/1/1983
ARCHIVED
Bond
Bond
Company
Name
Bond Account
Number
Effective
Date
Expiration
Date
Cancel
Date
Impaired
Date
Bond
Amount
Received
Date
7
LIBERTY
MUTUAL
INS CO
23000452
09/01/2002
Until
Cancelled
$12,000.0008/23
/2002
6
FIREMANS
FUND INS
CO
SLR11141307519
07/30/2001
09/01/2002
$12,000.0008/30
/2001
5
FIREMANS
FUND INS
CO
SLR1114130751909
/01/199707/30/2001
$6,000.00
4
FIREMAN'S
FUND INS
11141307519
06/30/1989
09/01/1997
$6,000.00
Untitled Page
•
General /Specialty Contractor
A business registered as a construction contractor with LEtI to perform construction work
within the scope of its specialty. A General or Specialty construction Contractor must
maintain a surety bond or assignment of account and carry general liability insurance.
Business and Licensing Information
Name
Phone
Address
Suite /Apt.
City
State
Zip
County
Business Type
Parent Company
HOLADAY PARKS INC
2062489700
PO BOX 69208
SEATTLE
WA
98188
KING
Corporation
UBI No.
Status
License No.
578004089
ACTIVE
HOLADPI379NO
License Type CONSTRUCTION CONTRACTOR
Effective Date 1/21/1983
Expiration Date 9/3/2011
Suspend Date
Specialty 1 GENERAL
Specialty 2 UNUSED
Other Associated Licenses
Business Owner Information
Bond Information
Page 1 of 2
https: // fortress .wa.gov /lni/bbip /Detail.aspx 10/30/2009
DESIGN CRITERIA
1 2006 INTERNATIONAL BUILDING CODE
2 2006 INTERNATIONAL MECHANICAL CODE
3 2006 INTERNATIONAL FIRE CODE
BASIS OF DESIGN
2006 WSEC (WAC 51 -11
2006 WSVIAQ CODE (WAC51 -13)
OSA DESIGN TEMP = 83T DB, 67 °F WB
ISA DESIGN TEMP = 70 °F HEATING, 75 *F COOLING
1: WIRING AND DISCONNECTS BY E.C. SINGLE POINT POWER CONNECTION.
2: SMOKE DETECTORS PROVIDED AND INSTALLED BY E.C. ALL FLS WIRING BY FLS CONTRACTOR.
3: UNIT FURNISHED WITH THE FOLLOWING ACCESSORIES: HORIZONTAL ECONOMIZER
CRITERIA SOURCE
TUKWILA DCD
TUKWILA DCD
TUKWILA DCD
TUKWILA DCD
IMC CHAPTER 4
2006 WSEC, SECTION
302.1, 1997 ASHRAE COOLING AND
DEHUMIDIFICATION DESIGN C=''1NCFTIONS
TABLE 1B, WB /MDB 0.4 PER =.ENTILE
2006 WSEC
GENERAL NOTES
1. ALL TRADES TO LEAVE 36" CLEARANCE IN FRONT OF MECHANICAL EQUIPMENT
ACCESS PANELS FOR SERVICING.
2. CUTTING, FRAMING, PATCHING AND PAINTING OF WALL, CEILING AND FLOOR
OPENINGS SHALL BE BY GENERAL CONTRACTOR. THIS INCLUDES OPENINGS THROUGH
AREA SEPARATION WALLS
3. ROOF CURBS, SLEEPERS, CONCRETE PADS AND CANT STRIPS TO BE BUILT AND
FASTENED TO THE ROOF BY GENERAL CONTRACTOR. CURBS TO BE CONSTRUCTED
ACCORDING TO SIZES PROVIDED BY HOLADAY- PARKS' FIELD MECHANIC. SHIM AS
REQUIRED TO MAKE ROOF CURBS AND SLEEPERS LEVEL TOP OF CURB MUST BE TRUE
(FLAT) TO PROVIDE AN ACCEPTABLE SEALING SURFACE. MAXIMUM ALLOWABLE
DEVIATION FROM LEVEL OR FLAT SHALL BE 1/4" IN 10'. ROOF CURBS AND SLEEPERS
MUST BE SECURELY FASTENED TO STRUCTURAL SUPPORT MEMBERS BY G.C.
MATERIALS
SHEET METAL NOTES
1. DUCT SIZES INDICATED ON PLANS ARE NET INSIDE DIMENSIONS. A CALL -OUT SUCH
AS 12" X 12 " /SL MEANS A 14" X 14* SHEET METAL DUCT WITH 1"
SOUNDUNER, GIVING A NET INSIDE DIMENSION OF 12" X 12 ".
2. DUCTWORK SHALL BE CONSTRUCTED TO DIMENSIONS INDICATED ON PLANS. THE
TOLERANCE OF THESE DIMENSIONS SHALL BE AS SPECIFIED IN HOLADAY- PARKS, INC.
SHOP STANDARDS MANUAL LENGTHS, AND CRITICAL DIMENSIONS BETWEEN DUCTWORK
AND OTHER BUILDING /SYSTEM ELEMENTS ARE INDICATED WHERE A LOCATION OR
DIMENSION SCALED FROM THE DRAWING WILL NOT BE ADEQUATE. THE TOLERANCE OF
CRITICAL DIMENSIONS, IF NOT INDICATED, SHALL DEFAULT TO THAT OF THE INSTALLING
MECHANIC'S MEASURING DEVICES. SCALED LOCATIONS OR DIMENSIONS ARE NOT
SUBJECT TO TOLERANCE GUIDELINES.
3.' DUCT ELBOWS SHALL BE RADIUS TYPE WITH FULL WIDTH THROAT RADIUS, UNLESS
SHOWN OTHERWISE. TURNING VANE ELBOWS SHALL HAVE DOUBLE THICKNESS TURNING
VANES INSTALLED IN EVERY RAIL TAB.
DUCTWORK ON ROOF SHALL HAVE A MINIMUM R -7 SOUNDUNER OR INSULATION WITH
WEATHERPROOF JACKET. SEAL AROUND DUCT WHERE IT PENETRATES THROUGH THE
ROOF.
A. DUCT INSULATION (OUTDOORS): 3" FIBERGLASS, MINIMUM 3/4 LB. DENSITY,
OR 2" FIBERGLASS 1.5 LB. DENSITY WITH VAPOR BARRIER AND WEATHERPROOF
JACKET (MINIMUM INSTALLED ` R -VALUE 7.0).
PROJECT COMPLETION NOTES
COMMISSIONING AND COMPLETION REQUIREMENTS SHALL BE IN ACCORDANCE WITH SECTION
1416 OF THE 2006 WASHINGTON STATE ENERGY CODE.
A WRITTEN BALANCE REPORT SHALL BE. PROVIDED TO THE BUILDING OWNER. SYSTEM
BALANCING SHALL BE COMPLETED PER SECTION 1416.2.3.'
AFF
AP
BDD
BHP
BOD
BOU
BT
CB BDD
CLG
CONN.
DB
DMPR.
DN.
DR.
EA
EAT
E.C.
ELEV.
ESP
EXH.
EXTR.
FC
FD
FFL
FLA
FIR. DR.
DR.
FOB
FOT
ABOVE FINISHED FLOOR
ACCESS PANEL
BACK DRAFT DAMPER
BRAKE HORSE POWER
BOTTOM OF DUCT
BOTTOM OF UNIT
BYPASS TIMER
COUNTER- BALANCED
BACK DRAFT DAMPER
CEIUNG
CONNECT /CONNECTION
DUCTBOARD
DAMPER
DOWN
DRAIN
EACH
ENTERING AIR TEMP
ELECTRICAL CONTRACTOR
ELEVATION
EXTERNAL STATIC PRESSURE
EXHAUST
EXTRACTOR
FLEX CONNECTION
FIRE DAMPER
FINISHED FLOOR LEVEL
FULL LOAD AMPS
FLOOR DRAIN
FUNNEL DRAIN
FLAT ON BOTTOM
FLAT ON TOP
HVAC ABBREVIATIONS
FUT
G
GC
HP
ID
INSUL
LAT
MCA
N/A
NC
NIC
NO
NOM.
NTS
OA
OBD
OD
PRIM
PSI
R
RA
SA
SL
SM
SP
TV'S
TYP
VD
W/
/W.
FUTURE
GAS
GENERAL CONTRACTOR
HORSE POWER
INSIDE DIMENSION /DIAMETER
INSULATION
LEAVING AIR TEMP
MINIMUM CIRCUIT AMPACITY
NOT APPLICABLE
NORMALLY CLOSED
NOT IN CONTRACT
NORMALLY OPEN
NOMINAL
NOT TO SCALE
OUTSIDE AIR
OPPOSED BLADE DAMPER
OUTSIDE DIMENSION
PRIMARY
POUNDS PER SQUARE INCH
RISE
RETURN AIR
SUPPLY AIR
SOUND UNING
SHEET METAL
STATIC PRESSURE
TURNING VANES
TYPICAL
VOLUME DAMPER
WITH
WITH WRAP (IE: DUCT INSULATION)
SPIN -IN TAKE -OFF & VOLUME DAMPER WITH
RIGID ROUND FIBERGLASS DUCT
INDICATES AIRFLOW DIRECTION THROUGH
THE PARKING GARAGE TO THE GARAGE
EXHAUST FANS.
12x12/SL
12x12
12x12/W
1111111111111111111111111111111111111111111111111
HVAC LEGEND
DUCT UNDER POSITIVE PRESSURE
DUCT UNDER NEGATIVE PRESSURE
TURNING VANES
ELEVATION FROM F.F.L
(INSULATION AND DUCT FLANGES EXTEND
1'/2" BELOW BOD CALLOUT)
EQUIPMENT IDENTIFICATION
THERMOSTAT
SENSOR
CEIUNG OR INUNE EXHAUST FAN
24" x 12" RETURN AIR GRILLE W /SOUNDUNED CAN
SUPPLY AIR ARROW
RETURN AIR ARROW
SPEED SWITCH: FURNISHED BY HOLADAY - PARKS,
INSTALLED BY ELECTR. CONTR.
FLEXIBLE CONNECTION
DUCT HEATER
MOTORIZED DAMPER
MANUAL VOLUME DAMPER
BACK DRAFT DAMPER
SMOKE DETECTOR
VERTICAL FIRE DAMPER (1 HOUR) IN AIRSTREAM
RUSKIN MODEL DIB2 STYLE A
HORIZONTAL FIRE DAMPER (1'/2 HOUR) IN AIRSTREAM
RUSKIN MODEL DIB2 STYLE A
VERTICAL FIRE DAMPER (3 HOUR) IN AIRSTREAM
RUSKIN MODEL DIB23 STYLE A
VERTICAL FIRE DAMPER (3 HOUR) IN AIRSTREAM
RUSKIN MODEL DIB23 STYLE A
BACK DRAFT DAMPER
RUSKIN MODEL BD2/A1, LOCAL VELOCITY < 1500 FPM
BACK DRAFT DAMPER
RUSKIN MODEL BD2 /A2, LOCAL VELOCITY < 2500 FPM
BACK DRAFT DAMPER
RUSKIN MODEL BD6, LOCAL VELOCITY < 3500 FPM
SMOKE DAMPER
HORIZONTAL VERTICAL COMBINATION SMOKE AND FIRE
DAMPER
VERTICAL COMBINATION SMOKE AND FIRE DAMPER
SPIN -IN TAKE -OFF & VOLUME DAMPER
INDICATES 14" x 14" O.D. SHEETMETAL WITH
1" SOUNDUNER (U.N.O.), 12" x 12" NET LD.
INDICATES UNLINED 1? x 12" S.M. DUCT
INDICATES 12" x 12" I.D. DUCTBOARD
INDICATES UNLINED 12" x 12" S.M. DUCT
WITH INSULATED WRAP
RISE OR DROP IN DIRECTION OF FLOW
FLEXIBLE DUCT
INDICATES FLAT OVAL DUCT
ROOFTOP CONSTANT VOLUME_ AIR CONDITIONING UNIT SCHEDULE
NOM. DOWNFLOW/ FACTORY ECONOMIZER LOW AMBIENT CONTROL ENTERING AIR CONDENSING ARI EFFICIENCY COOLING CAPCITY OUTSIDE SUPPLY FAN ATA GAS HEAT MBH WINTER ELECTRICAL WEIGHT FILTERS
AC # AREA SERVED MAKE MODEL TONS HORIZONTAL CURB Y/N Y/N DB /H FACT. /FLD OPT. Y/N TYPE uB W13 [LW' r t .K SttX TOTAL SENSIBLE AIR GFM CFM ESP RF'M W IN OUT DESIGN F VOLTS /PH MCA MPS (LB5) QTY SIZE REMARKS
i , 2 , 3
_ 420 230 1 - 16.6 20 42
1 000 0.6 971- - 380 69 000 55 , 000 23 I
RTU 1 RESTAURANT GOODMAN ` GPG13300701 A" ' 2.5 " HORIZONTAL " N Y 85 67 13.0 11.3 33.6 26.9
1
Now
Permft No.
Plan review sisproval is y „ to emvs
Approvalof PI'
the ;, of
of appry ,_., ,_.,,
IlaTE
:IS'1.1 ;1: 1
O. i 1 !I f
REVISIONS
No changes shall be m to the scope
of work without prior approval of
Tukwila Building Division.
NOTE: Revisions will require a new plan submittal
and may include additional plan review fees.
;I i • ►f r. ::
REVIEWED FOR
CODE COMPLIANCE
APPROVED
OCT 2 9 2009
Dit
City of Tukwila
BUILDING DIvigin ig
- Found rs..ar '/c
0.02 souln 4
of cola. position
14903 INTERURBAN AVE S
Liul.u issgr
S 149TH ST
i + t
/set RP. spike ' \.
t et RR rpl'ke 4 1 =..
t r � / i .
1 t4 s - 1 . �5 .i2 ?.� l
— _FaunO erase Lock [n 1'
concrete Cried pipe -
2/18/99 — Sta. 85+9543
l Sta. 88+47.09
'S
\ \ \ - ; �
\, ) • —_ __ e °a°
\ \ � � 2 �£
\ Found reear w /ccp d: tack
\ LS. 1%-484. — .03 Eos
\ 8 0.19 south or c poatt:on.
\ `\
VICINITY MAP
14851
INTERURBAN
AVE S
Found Gross tac Y++
m
ccretc filled pre —
2/18/99
14800 INTERURBAN AVE S
14900 INTERURBAN AVE S
14973
INTERURBAN
AVE S
15100 65TH AVE S
PARCEL A
THAT PORTION OF TRACTS 22 AND 23, INTERURBAN ADDITION TO SEATTLE, ACCORDING TO THE PLAT
RECORDED IN VOLUME 10 OF PLATS, PAGE 55, IN KING COUNTY, WASHINGTON, AND OF _ VACATED
RIVER STREET, DESCRIBED AS FOLLOWS:
BEGINNING AT : THE INTERSECTION OF EASTERLY PROJECTION OF NORTHERLY UNE OF SAID TRACT 22
WITH SOUTHWESTERLY UNE OF INTERURBAN AVENE AS CONDEMNED IN KING COUNTY SUPERIOR COURT
CAUSE NO. 109001; THENCE SOUTHEAST ALONG SAID AVENUE UNE 370.00 FEET TO THE TRUE POINT
OF BEGINNING; THENCE CONTINUE SOUTHEASTERLY ALONG SOUTH AVENUE LINE 35 FEET; THENCE
SOUTHWESTERLY AT RIGHT ANGLES TO SAID AVENUE 150 FEET; THENCE NORTHWESTERLY AT RIGHT
ANGLES TO SAID AVENUE 35 FEET; THENCE NORTHEASTERLY AT RIGHT ANGLES TO THE TRUE POINT
OF BEGINNING.'
PARCEL B
PARCEL C
LEGAL DESCRIPTION
THAT PORTION OF TRACTS 22 AND 23, INTERURBAN ADDITION TO SEATTLE, ACCORDING TO THE PLAT
RECORDED IN VOLUME 10 OF PLATS, PAGE 55; IN KING COUNTY, WASHINGTON, A ND OF VACATED
RIVER STREET LYING BETWEEN SAID TRACTS, DESCRIBED AS FOLLOWS:
BEGINNING AT TI-IE 'INTERSECTION OF EASTERLY PROJECTION OF NORTHERLY LINE OF SAID TRACT 99
WITH SOUTHWESTERLY UNE OF INTERURBAN AVENE AS CONDEMNED IN KING COUNTY SUPERIOR COURT
CAUSE NO. 109001; THENCE SOUTHEASTERLY ALONG SAID AVENUE UNE 220. FEET TO THE TRUE POINT
• AVENUE UNE 150 FEET;
CONTINUE SOUTHEASTERLY ALONG SOUTH VENUE U E THENCE
OF BEGINNING; THENCE O FEET; 0 BEG
SOUTHWESTERLY AT RIGHT ANGLES TO SAID AVENUE 150 FEET; THENCE NORTHWESTERLY AT RIGHT
ANGLES TO SAID AVENUE 150 FEET; THENCE NORTHEASTERLY AT RIGHT ANGLES TO THE TRUE POINT
OF BEGINNING.
THAT PORTION OF TRACTS 22 AND 23, INTERURBAN ADDITION TO SEATTLE, ACCORDING TO THE PLAT
RECORDED IN VOLUME 10 OF PLATS, PAGE 55, IN KING COUNTY, WASHINGTON, AND OF VACATED
RIVER STREET, DESCRIBED AS FOLLOWS:
BEGINNING AT THE INTERSECTION OF EASTERLY PROJECTION OF NORTHERLY UNE OF SAID TRACT 22
WITH SOUTHWESTERLY UNE OF INTERURBAN AVENE AS CONDEMNED IN KING COUNTY SUPERIOR COURT
CAUSE NO. 109001; THENCE SOUTHEASTERLY ALONG SAID AVENUE UNE 220 FEET TO THE TRUE POINT
OF BEGINNING; THENCE SOUTHWESTERLY AT RIGHT ANGLES TO SAID AVENUE 125 FEET; THENCE
NORTHWESTERLY AT RIGHT ANGLES TO SAID AVENUE 30 FEET; THENCE NORTHEASTERLY AT RIGHT ANGLES
125 FEET; THENCE SOUTHEASTERLY AT RIGHT ANGLES ALONG SAID AVENUE UNE 30 FEET TO THE TRUE
POINT OF BEGINNING.
'..55 . 000
DESCRIPTION
LEGENDS AND NOTES
ROOF HVAC PLAN
Found Woes took in 2"
concrete Filter pipe —
2/18/89 — Ste. 85 +83.98
RECEIVED
OCT 2
PERMIT CENTER
Designed by:
Drawn by: MBG
Approved by:
Job Number: 59072
Filename: M001.DWG
No. Date By Description
1 10/19/2009 MBG UNIT REPLACEMENT
Mechanical Contracting o Service
Building Automation Systems
4600 S. 134TH PLACE o P.O. BOX 69208
SEATTLE, WA 98168 0 (206) 248 -9700
WWW.HOLADAYPARKS.COM
WA LICENSE NUMBER: HOLADPI379NO
PROJECT r
1 DESIGN TEAM I
REGISTRATION
1 ISSUE NAME/DATE
REVISIONS
SHEET TITLE
SHEET NUMBER I
APPROVED
FOR CONSTRUCTION
HVAC LEGENDS AND
NOTES
ALL RIGHTS RESERVED. THESE DRAWINGS BELONG IN ANY FORM TO HOLADAY- PARKS. INC.. NO PART OF THIS DOCUMENT MAYBE REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT PERMISSION IN WRITING FROM HOLADAY PARKS. INC.
RTU -1 ELEVATION
SLEEPER DIMENSIONS (NOTE 8) MECH. SUPPORTED EQUIPMENT EQUIP SEISMIC SUPPORT TIE DOWN STRAPS
EQUIPMENT DISTANCE LENGTH MIN. WIDTH PLAN DIMENSIONS WEIGHT TIEDOWN FOR QTY QTY. REQ'D, PER QTY. REQ'D, PER
TAG A (NOTE 9) B (NOTE 2) C (NOTE 1) SHEET L W H LBS CALLS BY SLEEPER BY REQ'D UNIT LONG SIDE UNIT SHORT SIDE
RTU -1 3' -4" 5' -3" 6" M2.02 4' -3" 3' -11" 32" 420 MECH. ENG. MECH. ENG. 4 2 0
SLEEPERS
CANT STRIP
ROOF DECK
`- EQUIPMENT
SLEEPER CAP/
FLASHING BY M.C.
—SLEEPER BY OTHERS
SEE SCHEDULE
11E DOWN STRAP
—6x6 SLEEPER & SLEEPER CONNECTION
TO STRUCTURE BY OTHERS (1
ROOF DECK BY OTHERS
STANDARD SLEEPER SHALL BE 6" WIDE UNLESS OTHERWISE NOTED OR REQUIRED BY OTHERS.
SLEEPER SHALL BE A MINIMUM OF 6" LONGER THAN SUPPORTED EQUIPMENT AT EACH END. STRUCTURAL ENGINEER OR OTHERS MAY SPECIFY LONGER LENGTHS
IF REQUIRED TO SPAN STRUCTURAL SUPPORTS.
EQUIPMENT WEIGHT DISTRIBUTION AND CENTER OF GRAVITY INFORMATION IS SHOWN ON UNIT SUBMITTAL.
WHEN POINT LOADS AND CENTER OF GRAVITY ARE NOT AVAILABLE, STRUCTURAL ENGINEER SHALL MAKE STANDARD ASSUMPTIONS AND INCLUDE APPROPRIATE SAFETY FACTORS
CANT STRIP, ROOFING, FLASHING, AND SEAUNG SHALL BE BY OTHERS
MECHANICAL CONTRACTOR TO PROVIDE SHEET METAL CAP OVER SLEEPER
SLEEPERS SHALL BE PROVIDED AND HARD CONNECTED TO STRUCTURE BY OTHERS. MATERIAL SHALL BE AS SPECIFIED BY OTHERS.
SLEEPER MINIMUM HEIGHT REQUIREMENT SHALL BE DETERMINED BY OTHERS WITH KNOWLEDGE OF ACTUAL ROOFING CONDITIONS, HEIGHT CONSTRAINTS, ETC.
SLEEPER QUANTITY AND ORIENTATION MAY BE MODIFIED BY OTHERS IF REQUIRED (E.G. TO IMPROVE DRAINAGE, BETTER STRUCTURAL SUPPORT, ETC.)
DISTANCE BETWEEN DUCT SUPPORT SLEEPERS SHALL BE A UNIFORM DISTANCE AS SHOWN UNLESS OTHERWISE NOTED IN THE REMARKS COLUMN
DEFAULT TIE DOWN STRAP PLACEMENT SHALL BE UNIFORMLY SPACED ALONG SLEEPER UNLESS OTHERWISE REQUIRED BY STRUCTURAL ENGINEER
(3) #10 METAL SCREWS
MVO x 4" LAG BOLT
1 DESIGN TEAM
Designed by:
Drawn by: MBG
Approved by:
Job Number: 59072
Filename: M202.DWG
REGISTRATION
A -z (0-01
APPROVED
FOR CONSTRUCTION
SSUE NAME/DATE
REVISIONS
No. Date By Description
1 10/19/09 MBG UNIT REPLACEMENT
ROOF HVAC PLAN
Scale: 1/4" NI 1-0'
NEW 2Y2 TON GAS /ELECTRIC
ROOFTOP AIR CONDITIONING UNIT
REPLACING EXISTING 2' /z TON UNIT
NEW UNIT TO CONNECT TO EXISTING
SUPPLY, RETURN DUCTWORK, AND
EXISTING GAS PIPING.
r
4 -3"
IRTU -11
15'
SEE DETAIL A /M2.02 FOR
UNIT 11E-DOWN AND
SLEEPER DETAIL.
REVIEWED FOR
CODE COMPLIANCE
APPROVED
OCT 2 9 2009
City of Tukwila
BUILDING DIVISION
LINETYPE LEGEND
= EXISTING CONSTRUCTION
= NEW CONSTRUCTION
FUTURE CONSTRUCTION
- - - - = DEMOLITION
= TENANT BOUNDARY
RECEIVED
OCf 2 =2 �9
til, 0 9.. I L� 0•' PERM ff CENTER
HOLADAY- PARKS, INC.
Building Comfort since 1889
Mechanical Contracting e Service
Building Automation Systems
4600 S. 134TH PLACE • P.O. BOX 69208
SEATTLE, WA 98168 • (206) 248 -9700
WWW.HOLADAYPARKS.COM
WA LICENSE NUMBER: HOLADPI379NO
PROJECT
- 1 SHEET TITLE
ROOF
HVAC PLAN
SHEET NUMBER
M2.02
r
w
n
ALL RIGHTS RESERVED. THESE DRAWINGS BELONG IN ANY FORM TO HOLADAY-PARKS, INC.. NO PART OF THIS DOCUMENT MAY BE REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT PERMISSION IN WRITING FROM HOLADAY PARKS. INC.