HomeMy WebLinkAboutPermit M12-188 - POLL BUILDINGPOLL BUILDING
3920 S 146 ST
M12 -188
City otTukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Inspection Request Line: 206 -431 -2451
Web site: http: / /www.TukwilaWA.gov
MECHANICAL PERMIT
Parcel No.: 0040000254
Address: 3920 S 146 ST TUKW
Project Name: POLL BUILDING
Permit Number: M12 -188
Issue Date: 02/11/2013
Permit Expires On: 08/10/2013
Owner:
Name: POLL TUKWILA LLC
Address: 8915 SE 44TH ST , MERCER ISLAND WA 98040
Contact Person:
Name: JEREMY MOELLER
Address: PO BOX 3205 , KIRKLAND WA 98083
Email: JEREMY @CFM- HVAC.COM
Contractor:
Name: C F M HEATING AND COOLING INC
Address: PO BOX 3205 , KIRKLAND WA 98083
Contractor License No: CFMHEHC969CD
Phone: 425 - 821 -1293
Phone: 425 821 -1293
Expiration Date: 02/04/2014
DESCRIPTION OF WORK:
INSTALL (2) NEW ROOFTOP HEAT PUMPS
Value of Mechanical: $12,000.00
Type of Fire Protection: UNKNOWN
Electrical Service Provided by:
Permit Center Authorized Signature:
Fees Collected: $330.56
International Mechanical Code Edition: 2009
Date:
I hereby certify that I have read and xamined this permit and know the same to be true and correct. All provisions of law and ordinances
governing this work will be complie withf whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating
construction or the performance of work. I am authorized to sign and obtain this mechanical permit and agree to the conditions on the
back of this permit.
Signature:
Print Name:
er
Date: 7/-7:3
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.
doc: IMC -4/10
M12 -188 Printed: 02 -11 -2013
•
PERMIT CONDITIONS
Permit No. M12-188
1: ** *BUILDING DEPARTMENT CONDITIONS * **
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 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.
4: 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.
5: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila
Building Department (206- 431 - 3670).
6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building
Department (206- 431 - 3670).
7: 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.
doc: IMC -4/10
M12 -188 Printed: 02 -11 -2013
CITY OF TUKWILA
Community Development Department
Permit Center
6300 Southcenter Blvd.. Suite 100
Tukwila. W4 98/88
http://www.TukwilaWA.gov
Mechanical Permit No.
Project No.
Date Application Accepted:
Date Application Expires:
m x- I 06
(For office use only)
MECHANICAL PERMIT APPLICATION
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 **
SITE LOCATION
Site Address: 3920 5. lzhoth
Tenant Name: ?011 6u&ii(�a
PROPERTY OWNER
Company Name: C FM Keadi 5 and cool. m3
Name: p0 i ( Tukw:1G LL G
City: Kc v LLnU State: to Zip: 760t33
Address: Se/I5- sr iiYt . &t
Contr Reg No.: CFM H tiCgb/CO Exp Date: 02 /et b `f
City: 1 "C2r ISL1661 State: 6vA
Zip: qp,D
CONTACT PERSON - person receiving all project
,communication
Company Name: C FM Keadi 5 and cool. m3
Name: —ere 01 Meci(er
City: Kc v LLnU State: to Zip: 760t33
Address: � p 6m 3zo $
Contr Reg No.: CFM H tiCgb/CO Exp Date: 02 /et b `f
City: K, or kiwi � ulll ( State: 1. ,n Zip: 13
Phone: [s, 62„I- 1243 Fax: fZ5 521-133
Email: erenty (' C''m- 111/4C r, can
King Co Assessor's Tax No.: 00i/000-0251i
Suite Number: Floor:
New Tenant: ❑ Yes ®..No
MECHANICAL CONTRACTOR INFORMATION
Company Name: C FM Keadi 5 and cool. m3
Address: r, p, Box 3zo5 �J
City: Kc v LLnU State: to Zip: 760t33
Phone: 25'621 -12 '3 Fax: 1f25, pi- 13Y3
Contr Reg No.: CFM H tiCgb/CO Exp Date: 02 /et b `f
Tukwila Business License No.: OpttM 'I
Valuation of project (contractor's bid price): $ 2, 000
Describe the scope of work in detail:
a-As -1411 2 66,0 C'oo1
Use: Residential: New ❑
Commercial: New
Replacement
Replacement
lr\e4+ e p
Fuel Type: Electric ® Gas ❑ Other:
HA Applications s- Applications On Line \2011 Applications\Mechanical Permit Application Revised 8- 9- 11.docx
Revised: August 2011
bh
Page 1 of 2
Indicate type of mechanical work being installed and the quantity below:
Unit Type .r,.
Qty
Furnace <100k btu
Furnace >100k btu
Floor furnace
Suspended /wall/floor
mounted heater
Appliance vent
Repair or addition to
headrefrig/cooling
system
Air handling unit
<10,000 cfm
Unit Type
Qty
Air handling unit
>10,000 cfm
Evaporator cooler
Ventilation fan
connected to single duct
Ventilation system
Hood and duct
Incinerator — domestic
Incinerator —
comm/industrial
Unit Type
Qty
Fire damper
Diffuser
Thermostat
Wood /gas stove
Emergency generator
Other mechanical
equipment
Boiler/Compressor
Qty
0 -3 hp /100,000 btu
3 -15 hp /500,000 btu
15 -30 hp /1,000,000 btu
30 -50 hp /1,750,000 btu
50+ hp /1,750,000 btu
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 grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing
and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
I HEREBY CERTIFY THAT 1 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 OWN R OR AUT 1, ED AGENT: /
Signature: iH /� Date: 1/- Z7" /2
Print Name: JJeremy /lDf'lI2( Day Telephone: /Z' 82/- 12113
D
Mailing Address: r •o• Bog, 32D5- / rk)a"f% Lov1 ?oo 3
H:\Applications\Forna- Applications On Line \2011 Applications\Mechanical Permit Application Revised 8- 9.11.docx
Revised: August 2011
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City State Zip
Page 2 of 2
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.TukwilaWA.gov
Parcel No.: 0040000254
Address: 3920 S 146 ST TUKW
Suite No:
Applicant: POLL BUILDING
RECEIPT
Permit Number: M12 -188
Status: PENDING
Applied Date: 11/27/2012
Issue Date:
Receipt No.: R12 -03199
Payment Amount: $330.56
Initials: WER Payment Date: 11/27/2012 03:28 PM
User ID: 1655 Balance: $0.00
Payee: CFM HEATING AND COOLING INC
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 7279 330.56
Authorization No.
ACCOUNT ITEM LIST:
Description
Account Code Current Pmts
MECHANICAL - NONRES
PLAN CHECK - NONRES
000.322.102.00.00 264.45
000.345.830 66.11
Total: $330.56
Harr RPrpint -f1R PrintPri• 11- 97_7f119
INSPECTION RECORD`.
Retain a copy with permit
INSPECTION NO. .. PERMIT NO.
CITY OF TUKWILA BUILDING:: DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 z- (206)'431 -3670
Permit Inspection Request Line (206) 431 -2451
P ject:1 t
Tye -of Inspection:..
Ad,c.Ae:
7/6
Special Instructions:
Date Wanted..
' ^.1':.
C' —a.m.:
p.m.
Requester:
Approved per applicable codes. 0 Corrections required prior to approval.
COMMENTS:
Inspector:
t if
Dater
v
REINSPECTION FEE REQUIRED. Prior to next inspection.. fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
FILEC
^— ...e.. r
PY
STRUCTURAL CALCULATIONS FOR
3920. 146TH STREET - RTU
TUKWILA, WASHINGTON
PREPARED FOR:
ADATTO CONSTRUCTION
JANUARY 18 2013
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JAN 3 0 2013
CASCADE CREST CONSULTING ENGINEERS. INC.
21902 96" AVENUE SE
SNOHOMISH, WASHINGTON 98296.
(296) 909 -7808
PREPARED BY: KEITH MOORE, S.E.
CORRECTION
r. —WA ,0
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ry
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ft SS/O �NG\� :
NAL •
0,..A'
kd 70.
lLr(,-
EXPIRES
M 1 )-%. 189
RECEIVED
CITY OF TUKVVILA
JAN 2 3 2013
PERMIT CENTER
CASCADE CREST CONSULTING ;ENGINEERS. INC.
PROJECT:
5qZ 2 Imo
-roleAvi LA,
ENGR:L\f
DATE: 8l.I
SCALE:
SHEET
Conterminous 48 States
2005 ASCE 7 Standard
Latitude = 47.473
Longitude = - 122.28400000000002
Spectral Response. Accelerations Ss and S1
Ss and S1 = Mapped Spectral Acceleration Values
Site Class 'B - Fa = 1.0 ,Fv = 1.0
Data are based on 'a 0.05 deg grid spacing
Period Sa
(sec) (g)
0.2 1A63 (Ss, Site Class B)
1.0 0.503 (S1, Site Class B)
Conterminous 48 States
2005 ASCE 7 Standard
Latitude = 47.473
Longitude := - 122.28400000000002
Spectral Response Accelerations SMs and SM1
SMs =FaxSs and SMI =FvxS1
Site Class C Fa = 1.0 , Fv = 1.3
Period Sa
(sec) (g) .
0.2 1.463 (SMs,. Site Class C)
1.0 0.654 (SM1, Site Class C)
Conterminous 48 States
2005 ASCE 7 Standard
Latitude = 47.473
Longitude = - 122.28400000000002
Design Spectral Response. Accelerations SDs and SD1
SDs = 2/3 x SMs and SD1 = 2/3 x SM1
Site Class C Fa = 1.0 Fv = °1.3:
Period Sa
(sec) (g)
0.2 0.975 (SDs, Site Class C)
1.0. 0.436 (SDI, Site Class C)
YORm
BHZ -13 SEER SingleAffinity Pkg. R-410A HP
Page: 3
Project Name: dave 3 -3 ton quote
Purchaser. Dave
Model #: .B2HZ036A06
Quantity: 3
System:
B2HZ036A06
Cooling Performance
Total capacity
Sensible capacity
Refrigerant type
Seasonal Efficiency (at ARI)
Efficiency (at ARI)
Ambient DB temp.
Entering DB temp.
Entering WB temp.
Leaving 0B temp.
Leaving WB temp.
Power input
Sound power
36.7 MBH
28.7 MBH
R410A
13.00 SEER
11.00 EER
85 °F
80 °F
67 °F
57.9 °F
57.3 °F
2.70 kW
78 d8(A) 4
Heat Pump Performance
Capacity @ 47 °F 32.80 MBH
HSPF 7.7
Capacity @ 17 °F 19.20 MBH
COP @ 17 °F 2.30
COP 47 °F 3.00
Heating Performance
Entering DB temp. 60 °F
Heating output capacity (Max) 17.1 MBH
Nominal electric heat 5.00 kW
Applied electric, heat 5.0 kW
Installed Field
Leaving DB temp. . 73.2 °F
Air temp. rise 13.2 °F
Supply Air Blower Performance
Supply air . .
Ext. static pressure
Unit static resistance
Blower speed
Blower speed description
Duct location
Motor rating
Actual required BHP
Power input
Elevation
Drive type
Electrical Data
Power supply
Min circuit ampacity
Max over- current protection
1200 CFM
0.86 IWG
0:11 IWG
1064 RPM•
Hi
Bottom
0.75 HP
0.75 HP
0.52 kW
433 ft.
DIRECT
230 -1-60
52.50 Amps
60 Amps
Dimensions & Weight
Hgt 34 In. . . Len 49 in. Wth 47 in.
Weight with factory installed options 385 lbs.
Clearances
Right 24 in. Front 12 in.
Top, 36 In. Bottom 0 in.
Back 0 in.
Left 24 in. •
3Ton
• YORK Affinity® Series packaged units are manufactured at an ISO 9001
registered facility and each rooftop is completely computer -run tested prior to
shipment.
STANDARD FEATURES
• Unit Cabinet Constructed of Powder Painted Steel, Certified At 1000 Hours
Salt Spray Test (ASTM 8-117 Standards).
• Single speed scroll compressor
• ECM 2.3 (Variable speed direct drive high static motor and slide out blower •
assembly)
• Field convertible duct connections from horizontal to downflow allows greater
flexibility.
• Bottom and side electrical and gas utility connections.
• Non - corrosive condensate pan internally sloped to meet strict requirements
of ASHRAE 62 -89 indoor Air Quality standard:.
• Full perimeter, removable base rails with built in rigging and access
provisions.
• Low operating sound level
• Single point power connection .
• Refrigerant access ports externally accessible
• Easy access to all components
• Single piece water -shed top cover and drip edge
• Condenser coil grille
Standard cooling operation down to 45 °F
Compressor is internally protected against high pressure . and temperature.
won,
tasuGersritlysleat
ama
Made In USA
APJ
amxam,
WARRANTY
• Ten (10) Years on the Compressor.
• Five (5) Years Limited Parts
• Extended Ten (10) Year Limited Parts Warranty when product is registered
online within 90 days of purchase for replacement or closing for new home
construction. This Warranty does not apply for R-22 or 3-Phase systems:,
Ureter/ Sales Tool v1.5.3.0
Information Is subject to change without notice. Check local codes.
Printed 815/2011
rl
YORK
Affinity
BHZ -13 SEER Single Pkg. R-410A HP
Page: 8..
Project Name: dave 3 =3 ton quote
Purchaser: Dave
Model # B2HZ036A06
Quantity: • 3
System: , B2HZ036A06
Unit Weights and Center of Gravity
Unit 4 Point Load Weight
CENTER OF
GRAVITY
FRONT
OF
UNIT
49 -118 � . X
Size
(Tons)
Model
Weigh
(Ibs.)
Center of Gravity
4 Point Load Location (Ibs.)
Shipping
Operating
X
Y
A
B
C ; ::
p
024
(2.0) :
BHZ
360
355
22.25
25
I 96
84
81
93
BHQ
360
355.
22.25
25
96
84
81 .:
93
BHX
385
380
22.25
25
103
90
. 87
100
030
(2.5)
BHZ
355
350
22.25
25
96
84
81 .
93
BHQ
380
375
22.25
25
102
89
86
98
036
(3:0)
BHZ
395
390
22.25
25
106
92
89
102
BHQ
405
400
22.25
25
109
95
92.
105
BHX
405
400
21.75
24.25
108
90
92
110 .'
042
(3.5)
BHZ
445
440
22.25
25
120
104
101.
115
BHQ
425
420
22.25
25 .
114
100
96
110
048
(4.0)
BHZ
490
485
22.25
25
132
115
111
127
BHQ
445
440
22.25
25
120
104
101
115
BHX
445
440
22
26
126
107
95
112
060
(5.0}
BHZ
500
495
22.25
25
135
137
117
122
113
—_ 109
130
_.122
BHQ
495
490
22.25
26
BHX
465
460
22
26.25
133
113.
99 '
116
Unit Accessory Weights
Unit Accessory
Model
Weight (Ibs:)
Shipping
.Operating,
Add Economizer
All
4$
40
Add Electric Heat',
.. .BHX, BHQ and BHZ
13
12
1. Weight given is for the maximum heater size available (25 kW).
Unitary Sales Tool v1.5.3.0
Information is subject to change without notice. Check local codes.
' Printed' 815/2011
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CASCADE CREST CONSULTING ENQINEERs. INC.
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PROJECT:
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ENGR:
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SCALE: r.
SHEET
CASCADL CREST CONSULTRlG ENOINE6R8. INC.
PROJECT:.
vv(
ENGR: 1 -CV'
DATE: r 3%(.."7( I�_
SCALE:
GENERAL STRUCTURAL NOTES:.
ALL MATERIALS , WORKMANSHIP, DESIGN, AND CONSTRUCTION; SHALL. CONFORM T0.
THE DRAWINGS AND THE.INTERNATIONAI, BUILDING CODE (IBC), 2009 EDITION.
DESIGN LOADING CRITERIA:
ROOF .LIVE LOAD 25 PSF
MECHANICAL UNIT 460 POUNDS
EARTHQUAKE SDS = 0.975
SITE CLASS B
WIND 85 MPH, EXPOSURE B
STRUCTURAL .DRAWINGS SHAI.,L BE USED IN CONJUNCTION WITH.MECHANICAL
DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY
DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ENGINEER.
OF ALL DISCREPANCIES PRIOR: TO CONSTRUCTION.
ION.
CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES AND
CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING
CONSTRUCTION SHOWN IN THE CALCULATIONS ARE INTENDED AS GUIDELINES
ONLY AND MUST BE VERIFIED. THE EXISTING CONDITIONS SHOWN IN THE
CALCULATIONS. ARE BASED EITHER ON SITE OBSERVATION, ORIGINAL DRAWINGS.
OR WERE ASSUMED BASED ON EXPECTED CONDITIONS. I.F THE EXISTING
CONDITIONS DO NOT CLOSELY MATCH THE CONDITIONS SHOWN IN THE
CALCULATIONS, OR IF THE EXISTING MATERIALS ARE OF QUESTIONABLE OR
SUBSTANDARD QUALITY, NOTIFY THE ENGINEER PRIOR TO:COMMENCING:ANY
WORK,
CONTRACTOR SHALL .PROVIDE TEMPORARY BRACING' FOR THE STRUCTURE AND.::
STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN
COMPLETED IN ACCORDANCE WITH THE DRAWINGS.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE
METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED .FOR THE
COMPLETION OF THE WORK.
7. THE NEW UNIT TO THE METAL CURB WITH TWO (2). #10 SHEET METAL SCREWS PER
SIDE. CONNECT THE METAL CURB TO THE EXISTING ROOF DECK WITH TWO (2) #10 x
1 -1/2" WOOD SCREWS.
SHEET METAL SCREWS SHALL CONFORM TO THE AMERICAN IRON AND STEEL
INSTI I'UTE (AISI) "SPECIFICATIONS FOR THE DESIGN OF COLD - FORMED STEEL
STRUCTURAL MEMBERS ".
9. WOOD SCREWS SHALL CONFORM TO ANSI /ASME STANDARD B.8.6.1.
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POLL BUILDING
3920 1 46th St.
TUKWILA. WA.
ROOF; PLAN FOR HVAC
CASCADE CREST
CONSUL.TING ENGINEERS, INC.
21902 9519 AVE. 6E.
944aI0■1SN. WA. 58295
(9) .206 905 =7205
December 14, 2012
•
City of Tukwila
Jim Haggerton, Mayor
Department of Community Development Jack Pace, Director
Jeremy Moeller
CFM Heating and Cooling
PO Box 3205
Kirkland, WA 98083
RE: Correction Letter #1
Mechanical Permit Application Number M12 -188
Poll Building — 3920 S 146 St
Dear Mr. Moeller,
This letter is to inform you of corrections that must be addressed before your development permit can be
approved. All correction requests from each department must be addressed at the same time and reflected on
your drawings. I have enclosed comments from the Building Department. At this time the Fire Department
has no comments.
Building Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached
comments.
Please address the attached comments in an itemized format with applicable revised plans, specifications,
and/or other documentation. The City requires that two (2) sets of revised plans, specifications and/or other
documentation be resubmitted with the appropriate revision block.
In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal.
I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be
accepted through the mail or by a messenger service.
If you have any questions, I can be reached at (206) 431 -3670.
Sincerely,
Bill Rambo
Permit Technician
File No. M12-188
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 - 431 -3670 • Fax 206 - 431 -3665
Tukwila Building Division
Dave Larson, Senior Plan Examiner
Building Division Review Memo
Date: December 4, 2012
Project Name: Poll Building
Permit # M12 -188
Plan Review: Dave Larson, Senior Plans Examiner
The Building Division conducted a plan review on the subject permit application. Please address the following
comments in an itemized format with revised plans, specifications and/or other applicable documentation.
(GENERAL NOTE)
PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size).
(If applicable) Structural Drawings and structural calculation sheets shall be stamped and signed.
1. The engineer's calcs, state to place the units within 4 feet of a support point. The rooftop plan provided
does not show support points. I talked to the engineer and a support point would be a bearing wall or post.
Please show the location of bearing members to support the location of the HVAC units.
Should there be questions concerning the above information please contact the Building Division at 206 - 431 -3670.
13thfiin I Ca D C
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: M12 -188 DATE: 01 -23 -13
PROJECT NAME: POLL BUILDING
SITE ADDRESS: 3920 S 146 ST
Original Plan Submittal Response to Incomplete Letter #
X Response to Correction Letter # 1 Revision # After Permit Issued
DEPARTMENTS:
r-5
L
building ivision
Public Works ❑
Fire Prevention
Structural
Planning Division
❑ Permit Coordinator
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
DUE DATE: 01 -24 -13
Complete Incomplete ❑ 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 Structural Review Required ❑ No further Review Required ❑
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
Approved fl Approved with Conditions
Notation:
DUE DATE: 02 -21 -13
Not Approved (attach comments)
REVIEWER'S INITIALS: DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections:
Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents /routing slip.doc
2 -28 -02
PEWS CO COPY •
•
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: M12 -188
PROJECT NAME: - POLL BUILDING
SITE ADDRESS': 3920 S 146 ST
X Original Plan Submittal
Response to Correction Letter # _
DATE: 11 -27 -12
Response to Incomplete Letter #
Revision # After Permit Issued
DEPAF�TME ( I _'�
Building Division •
Public Works ❑
Fire Prevention up Planning Division
Structural
❑ Permit Coordinator
DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11 -29 -12
Complete
Incomplete
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 Ela Structural Review Required ❑ No further Review Required r1
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS: DUE DATE: 12 -27 -12
Approved ❑ Approved with Conditions n Not Approved (attach comments) JX/
Notation:
REVIEWER'S INITIALS: DATE:
Permit Center Use Only
CORRECTION LETTER MAILED: 1)--- LA— t
Departments issued corrections:
Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents /routing slip.doc
2 -28 -02
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
REVISION SUBMITTAL
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
the mail, fax, etc.
Date: 01- 23— 13
Plan Check/Permit Number: M12-188
❑ Response to Incomplete Letter #
® Response to Correction Letter # 1
❑ Revision # after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
Project Name: Poll Building
Project Address: 3920 S 146 St
_ /25' 801- i293 Contact Person: JP/CP.01y /J1r Phone Number:
Summary of Revision: !p eon C.4br 41 rn1 01 a b : i k , : IT 'ef
61-01,4...1.(15 s1)6r4 PD'rb -0-or FrogpstC( \roe G 91,1,1-$
Sheet Number(s):
"Cloud" or highlight all areas of revision including date of evision
Received at the City of Tukwila Permit Center by:
Entered in Permits Plus on
RECEIVED
JAN 23 2013
COMMl1NI 1 Y
DEVELOPMENT
\applications \forms- applications on Iine\revision submittal
Created: 8 -13 -2004
Revised:
Contractors or Tradespeople tinter Friendly Page
u
General /Specialty Contractor
A business registered as a construction contractor with L &I 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 C F M HEATING AND COOLING INC UBI No. 602361244
Phone 4258211293 Status Active
Address Po Box 3205 License No. CFMHEHC969CD
Suite /Apt. License Type Construction Contractor
City Kirkland Effective Date 2/4/2004
State WA Expiration Date 2/4/2014
Zip 98083 Suspend Date
County King Specialty 1 General
Business Type Corporation Specialty 2 Unused
Parent Company
Business Owner Information
Name
Role
Effective Date
Expiration Date
CLANCY, SHAUN P
President
02/04/2004
Bond Information
Page 1 of 1
Bond
Bond Company Name
Bond Account Number
Effective Date
Expiration Date
Cancel Date
Impaired Date
Bond Amount
Received Date
2
DEVELOPERS SURETY
& INDEM CO
798903C
02/04/2009
Until Cancelled
$12,000.0012/17
/2008
1
RLI INS CO
SRS1008639
02/04/2004
02/04/2009
03/12/2009
$12,000.0002/04 /2004
Assignment of Savings Information No records found for the previous 6 year period
Insurance Information
Insurance
Company Name
Policy Number
Effective Date
Expiration Date
Cancel Date
Impaired Date
Amount
Received Date
8
AMERICAN FIRE
& CASUALTY CO
BKA54333410
02/04/2011
02/04/2014
$1,000,000.00
01/14/2013
7
Continental
Western Ins Co
CNP2739229
02/04/2008
02/04/2011
$1,000,000.00
01/05/2010
6
OOHIO CAS INS
BKW53560669
02/04/2007
02/04/2008
$1,000,000.00
02/05/2007
Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period
Warrant Information No unsatisfied warrants on file within prior 6 year period
Infractions /Citations Information No records found for the previous 6 year period
https: // fortress .wa.gov /lni/bbip/Print.aspx 02/11/2013
ADJACENT
BUILDING
AREA OF WORK ON ROOF
EXISTING BUILDING
EXISTING PARKING LOT
S 146TH ST.
SITE PLAN
SCALE:1/16"=1'0"
SEPARATE PERMIT
REQUIRED FOR:
0 Me-chanical
iniectrical
GloPlumbing
41as Piping
City of Tukwila
UILDING DIVISION
REVISIONS
No changes shall be made to the scope
of work without prior approval of
Tukwila Building Division.
novisions will require a new plan submittal
and may inc!ude additional plan review fees.
FILE COPY
Permft No. tokia---198
rviaw approval is subject-to errors and ornissions,
of construction documents does not author•e
-,,.:',Yatiort of any adopted code or ordinance. Receipt
oi 42roVeci Fie! 4 py and It I t is admowledgc [1:
ft..- 4(
Date:
LEGAL DESCRIPTION:
ADAMS HOME TRS POR ELY OF HWY LESS N 210 FEET LESS E 10 FEET THOF ESS S 10 FEET LESS
ST
PARCEL. NUMBER:
004000-0254
City Of Itikwila
BUILDING DIVISION
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JAN 3 0 2013
City of Tukwila
BUILDING DIVISION
t8g
RECEIVED
CITY OF TUKWILA
NOV 2 7 2012
PERMIT CENTER
SET DATE: 11-7-12
REVISION
I I 1 I 1 I s'
JOB NUMBER
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CHECKED BY
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CONTRACTOR'S LICENSE
CFMHEHC069CD
ABBREVIATIONS
AC
AD
AFC
AFF
AHU
AL
BDD
BFC
BHP
BI
BOD
BTU
BTUH
CFM
CO
CV
CW
CRD
AIR CONDITIONING
ACCESS DOOR
ABOVE FINISHED CEILING
ABOVE FINISHED FLOOR
AIR HANDLING UNIT
ALUMINIUM
BACK DRAFT DAMPER
BELOW FINISHED CEILING
BRAKE HORSE POWER
BACKWARD INCLINED
BOTTOM OF DUCT
BRITISH THERMAL UNIT
BRITISH THERMAL UNIT PER HOUR
CUBIC FEET PER MINUTE
CLEAN OUT
CONSTANT VOLUME
COLD WATER
CEILING RADIATION DAMPER
DIA DIAMETER
DIM DIMENSION
DMPR DAMPER
DN DOWN
DP DIFFERENTIAL PRESSURE
DWG DRAWING
EX EXISTING
EAT ENTERING AIR TEMPERATURE
EF EXHAUST FAN
EFF EFFICIENT, EFFICIENCY
EG EXHAUST GRILLE
ELEC ELECTRICAL
FG FLOOR GRILL
FD FIRE DAMPER
F FURNACE
FPM FEET PER MINUTE
FSK FOIL SKRIM KRAFT LINER
(SPUNSTRAND)
FT FEET, FOOT
G
GR
HP
HR
HPID
HPOD
HTG
HVAC
GAS
GRILLE
HORSE POWER
HOUR
HEAT PUMP INDOOR UNIT
HEAT PUMP OUTDOOR UNIT
HEATING
HEATING, VENTIALTION
AND AIR CONDTIONING
HW HOT WATER
ID
IN
INFO
INSUL
JAN
KW
KWH
LA
LVG
MA
MBH
MAT
MAX
MECH
MIN
MISC
N
NA
N TS
OSA
OAT
OD
OPP
OV
PD
PERF
PF
PH
QTY
RA
REQD
RET
RGM
SA
SCHED
SD
SF
SFD
S.LO
SHT
SP
5REC
SS
STAT
TEMP
TK
TEMP
THRU
TSTAT
TYP
INSIDE DIMENSION
INCH, INCHES
INFORMATION
INSULATE, INSULATION
JANITOR
KILOWATT
KILOWATT HOUR
LEAVING AIR TEMPERATURE
LINEAL FEET
LEAVING
MIXED AIR
THOUSAND BRITISH THERMAL
UNITS PER HOUR
MIXED AIR TEMPERATURE
MAXIMUM
MECHANICAL
MINIMUM, MINUTE
MISCELLANEOUS
NORTH
NOT APPLICABLE
NOT TO SCALE
OUTSIDE AIR
OUTSIDE AIR TEMPERATURE
OUTSIDE DIMENSION
OPPOSITE
OUTLET VELOCITY
PRESSURE DROP
PERFORATED
PRE FILTER
PHASE
QUANTITY
RETURN AIR
REQUIRED
RETURN
REVOLUTIONS PER MINUTE
RETURN GRILLE
SUPPLY AIR
SCHEDULE
SMOKE DETECTOR
SUPPLY FAN
SMOKE /FIRE DAMPER
SUPPLIED & INSTALLED BY
OWNER/ (OTHER)
SHEET
STATIC PRESSURE
SPECIFICATION
SUPPLY REGISTER
STAINLESS STEEL
THERMOSTAT
TEMPERATURE
TOE KICK
TEMPORARY
THROUGH
THERMOSTAT
TYPICAL
UL UNDERWRITER'S LABORITORY
UV UNIT VENTILATOR
V
VAC
VDC
V/D
VAC
VAV
VEL
VOL
W/
W/0
WB
WC
VOLT
VOLTS AC
VOLTS DC
VOLUME DAMPER
VACCUUM
VARIABLE AIR VOLUME
VELOCITY
VOLUME
WITH
WITHOUT
WET BULB
WATER CLOSET
MECHANICAL SPECIFICATION
GENERAL
SCOPE
THE INTENT OF THE SPECIFICATION AND THE DRAWINGS IS TO PROVIDE A
COMPLETE AND FULLY OPERATIONAL MECHANICAL SYSTEM. THE MECHANICAL
CONTRACTOR SHALL FURNISH AND INSTALL ALL LABOR, MATERIAL, AND
EQUIPMENT NECESSARY TO COMPLETE THE MECHANICAL WORK. DRAWINGS ARE
SCHEMATIC IN SOME AREAS AND MAY NOT SHOW OFFSETS WHICH MAY BE
REQUIRED.
SITE EXAMINATION
THE MECHANICAL CONTRACTOR SHALL THOROUGHLY EXAMINE ALL AREAS WHERE
EQUIPMENT, DUCTWORK, AND PIPING WILL BE INSTALLED AND WILL REPORT ANY
CONDITION NAT, IN HIS OPINION, PREVENTS THE PROPER INSTALLATION OF THE
MECHANICAL WORK.
STANDARDS
EQUIPMENT AND MATERIALS SHALL CONFORM WITH APPROPRIATE PROVISIONS OF
ARL, ASME, ASTM, UL, NEMA, ANSO, SMACNA, ASHRAE, NFPA, AS APPLICABLE
TO EACH INDIVIDUAL UNIT OR ASSEMBLY.
CODES
ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL APPLICABLE
STATE AND LOCAL CODES AND ORDINANCES. IN CASE OF CONFLICT BETWEEN
THE DRAWINGS /SPECIFICATIONS AND THE CODES AND ORDINANCES, THE HIGHEST
STANDARD SHALL APPLY. THE MECHANICAL CONTRACTOR SHALL SATISFY CODE
REQUIREMENTS AS A MINIMUM STANDARD WITHOUT ANY EXTRA COST TO THE
OWNER.
PERMITS AND FEES
THE MECHANICAL CONTRACTOR SHALL PROCURE AND PAY FOR ALL PERMITS,
FEES, AND INSPECTIONS NECESSARY TO COMPLETE THE MECHANICAL WORK.
WARRANTY
THE MECHANICAL CONTRACTOR SHALL UNCONDITIONIALLY WARRANT ALL WORK
TO BE FREE OF DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF
ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE BY OWNER, AND WILL
REPAIR OR REPLACE ANY DEFECTIVE WORK PROMPTLY AND WITHOUT CHARGE
AND SHALL RESTORE ANY OTHER EXISTING WORK DAMAGED IN THE COURSE OF
REPAIRING DEFECTIVE MATERIALS AND WORKMANSHIP.
DUCTWORK AND ACCESSORIES
SHEET METAL DUCTWORK
ALL DUCTWORK TO BE RIGID SHEET METAL CONSTRUCTED FROM GALVANIZED
SHEET STEEL IN ACCORDANCE WITH SMACNA LOW VELOCITY DUCT CONSTRUCTION
STANDARDS. ALL EXPOSED DUCTWORK TO BE ROUND, SPIRAL LOCK SEAM
TYPE. ASSEMBLE AND INSTALL DUCTWORK IN ACCORDANCE WITH RECOGNIZED
INDUSTRY PRACTICE FOR ACHIEVING AIR TIGHT (8% LEAKAGE) AND NOISELESS
(NO OBJECTIONABLE NOISE) SYSTEMS CAPABLE OF PERFORMING EACH INDICATED
SERVICE. FURNISH ALL DAMPERS, TRANSITIONS, CONNECTIONS TO AIR
TERMINALS, AND OTHER ACCESSORIES NECESSARY FOR A COMPLETE OPERATING
SYSTEM. NO VARIATION OF DUCT CONFIGURATION OR SIZES WILL BE PERMITTED
EXCEPT BY PERMISSION FROM THE ENGINEER.
DUCT SEALANT
SEAL ALL LONGITUDINAL AND TRANSVERSE JOINTS WITH A NON- HARDENING,
NON- MIGRATING MASTIC OR LIQUID ELASTIC SEALANT OF A TYPE RECOMMENDED
BY THE MANUFACTURER FOR SEALING JOINTS AND SEAMS IN SHEET METAL
DUCTWORK. COVER ALL FIELD JOINTS, JOINTS AROUND SPIN -IN FITTINGS, AND
FASTENING SCREWS WITH MASTIC.
SUPPORTS:
PROVIDE HOT- DIPPED GALVANIZED STEEL, FASTENERS, ANCHORS, RODS, STRAPS,
TRIM, AND ANGLES FOR SUPPORT OF DUCTWORK.
DAMPERS
PROVIDE OPPOSED- BLADE, MULTI -LEAF VOLUME CONTROL DAMPERS WHERE
INDICATED ON DRAWINGS AND AT POINTS ON LOW PRESSURE SUPPLY, RETURN,
AND EXHAUST DUCTS WHERE BRANCHES ARE TAKEN FROM LARGER DUCTS.
PROVIED UL LISTED FIRE DAMPERS WHERE REQUIRED AND IN ACCORDANCE WITH
NFPA AND LOCAL CODES. PROVIDE CONVEINIENTLY LOCATED ACCESS DOORS OF
AMPLE SIZE AND QUANTITY FOR SERVICING THE DAMPERS.
GRILLES, REGISTERS & DIFFUSERS
GRILLES, REGISTERS, AND DIFFUSERS SHALL BE INSTALED AS INDICATED ON THE
DRAWINGS AND SCHEDULES. THE MECHANICAL CONTRACTOR SHALL PROVIDE
ALL MISCELLANEOUS ITEMS NECESSARY FOR A COMPLETE AND PROPER
INSTALLATION IN THE TYPE OF CEILING AND WALLS USED IN THIS PROJECT.
THERMAL INSULATION
PROVIDE EXTERNAL THERMAL INSULATION WITH AN INTEGRAL VAPOR BARRIER
FACING OF SUFFICIENT THICKNESS TO MEET LOCAL ENERGY CODE
REQUIREMENTS. PROVIDE INSULATION ON EXHAUST AND OUTSIDE AIR DUCTS,
AND ON CONCEALED PORTIONS OF SUPPLY AND RETURN AIR DUCTS. DO NOT
INSULATE EXPOSED DUCTWORK AND PORTIONS OF DUCTWORK THAT ARE
INTERNALLY LINED. THERMAL INSULATION TO COMPLY WITH AN NFPA FLAME
SPREAD OF 25 OR LESS, AND SMOKE DEVELOPED NO GREATER THAN 50.
ACCOUSTICAL DUCT LINER:
UNLESS OTHERWISE INDICATED ON THE PLANS, PROVIDE 1" GLASS FIBER
ACCOUSTICAL DUCT LINER ON SUPPLY AND RETURN DUCTWORK WITHIN 10 FEET
OF THE DISCHARGE AND INTAKE OF AIR HANDLING UNITS. INCREASE DUCT SIZE
INDICATED ON PLANS 2" IN EACH DIMENSION TO ACCOMODATE LINER.
TESTING, ADJUSTING, BALANCING
MECHANICAL CONTRACTOR OR AN INDEPENDENT NEBB OR AABE CERTIFIED AIR
BALANCE CONTRACTOR SHALL ACCURATELY BALANCE THE AIR SYSTEMS TO
PROVIDE AIR QUANTITIED INDICATED ON THE DRAWINGS AND IN THIS
SPECIFICATION. OPERATE AUTOMATIC CONTROLS SYSTEM AND VERIFY SET
POINTS DURING BALANCING. SUBMIT TWO (2) COPIES OF THE BALANCE REPORT
TO THE ENGINEER FOR APPROVAL. INCLUDE A COPY OFi THE BALANCE REPORT
AS APPROVED BY THE ENGINEER WITH APPLICATION FOR 'FINAL CONTRACT
PAYMENT.
WSEC NOTES
THERMOSTATS SHALL BE INTERLOCKED TO
PREVENT SIMULTANEOUS HEATING AND
COOLING PER WSEC 1422.
ECONOMIZERS SHALL MODULATE OUTSIDE AIR
FROM MINIMUM TO 100% PER WSEC 1413.1
ECONOMIZER CONTROLS SHALL BE CAPABLE
OF EVALUATING OUTDOOR AIR COOLING
CAPACITY PER WSEC 1413.2
GENERAL CONTRACTOR TO PROVIDE ACCESS
TO FIRE AND /OR COMBINATION FIRE /SMOKE
DAMPERS.
INSULATE REFRIGERANT PIPING PER WSEC,
TABLE 14 -6.
SEAL DUCTWORK PER WSEC 1414.1
INSULATE DUCTWORK PER WSEC TABLE
14 -5.
PACKAGED ROOFTOP HEAT PUMP SCHEDULE
MARK
MAKE
MODEL
CFM
SP.
COOLING
HEATING
ELECTRICAL
WEIGHT
ECONO
TOTAL
SENS
(S)EER
INPUT
CAP @ 1 7°
HSPF
DATA
FUSE
M.C.A.
HP -1
YORK
B2HZ036A06
1200
.50"
36.7
28.7
13.00 SEER
32.80
19.20
7.7
230 -1 -60
60
52.5
460 LBS.
YES
HP -2
YORK
B2HZ036A06
1200
.50"
36.70
28.7
13.00 SEER
32.80
19.20
7.7
230 -1 -60
60
52.5
460 LBS.I
YES
HVAC NOTES:
1. HP -1 & HP -2 ARE NEW UNITS FOR EXPANSION TENANT IMPROVEMENT
2. DUCTWORK DISTRIBUTION INSIDE OF SPACE IS UNDER FUTURE PERMIT
3. SCOPE OF WORK INCLUDES INSTALLATION OF ROOFTOP CURBS, HEAT PUMPS, AND SUPPLY AND RETURN DROPS
SECURE LE
DECKING W/
SCREWS(1
A/C UNIT
UNIT CURB
CURB INSULATION
URB LEVELING FRAME
LING FRAMES TO
ELF TAPPING
EACH CORNER)
2X4 CROSS BRACE
SECURE A/C CURB TO ROOF DECK W/
8d WOOD SCREWS 0 8" O.C.(TYP.
ALL. FOUR SIDES OF CURB). DO NOT
PENETRATE COMPLETELY IF ROOF
DECK IS VISIBLE FROM BELOW
ROOF DECK
ISOLATION GASKET RUBATEX
MODEL R -422N 1 /r THICK 2"
WIDE W/PRESSURE SENSITIVE
ADHESIVE ON ONE SIDE, CONT.
ENTIRE PERIMETER OF CURB
/C UNIT RAIL
SECURE AJC UNIT TO CURB W/
/8" X 4 LONG BOLT, 2 EA SIDE
OF UNIT OR #10 SHEET METAL SCREWS
0 24" 0.C.
ETAL FLASHING
`OOFING MATERIAL
Pr
TYPICAL ROOFTOP UNIT MOUNTING
SCALE: NONE
DRAWING SYMBOLS
North NORTH ARROW
SECTION IDENTIFICATION
SHEET IDENTIFICATION
COLUMN GRID SYMBOLS
GENERAL MECHANICAL NOTES
NUMBER IDENTIFICATION
FLAG MECHANICAL NOTES
NUMBER IDENTIFICATION
MECHANICAL LEGEND
SYMBOL.
12X8
+ ' I 1
14.
T
Iwv
DESCRIPTION
INFORMATIONR UGHT UN16ROUND
NEW WORK (HEAVY UNE)
OR DEVICE NDICAIE60UIPMENT ITEM
TO BliNSEL irlaLYTDEMODUSH DORK
POINT OF NEW CONNECTION
HAUST FANS HOWN3SIGNATION
ROOM/ZONE THERMOSTAT
NDTF UST EW' 2IGURE �IDE NO SHOI
FLEXIBLE CONNECTION
VOLUME DAMPER
45' TAKE -OFF
45' RECTANGULAR TAKE -OFF WITH
TAPER
FLEXIBLE DUCT
MOTORIZED DAMPER
COMBINATION SMOKE/FIRE DAMPER
FIRE DAMPER
DCRD CEIUNG DIFFUSER OR GRILLE
RADIATION DAMPER
TERMINALS:
L1
trail
FULA
WAN
TYP 2
RL---
RS
- - -C - --
8 IUNGCKDIFFUSER, TYPE 1
BALANCE TO 350 CFM
RETURN GRILLE, TYPE 1
BALA2NCE NE TO 350 CFM
TRANSFER GRILL, TYPE 1
24x12 NECK
BALANCE TO 350 CFM
TYPICAL. OF 2
DIFFUSER
CEIUNG RETURN GRILLE
CEIUNG EXHAUST GRILLE
REFRIGERANT LIQUID LINE
REFRIGERANT SUCTION LINE
CONDENSATE PIPING
SHEET INDEX
MO.1 MECHANICAL SCHEDULES
M1.0 HVAC ROOF PLAN
REVIEWED FOR
CODE COMPLIANCE
b ` APPROVED
JAN 3 0 2013
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
NOV 2 7 2012
PERMIT CENTER
Maft- 189
SET DATE: 11 -27 -12
REVISION
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REVIEWED FOR
CODE COMPLIANCE
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JAN 3 0 2013
City of Tukwila
BUILDING DIVISION
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WEIGHTS
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UNIT WT 385 LBS
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APPROVED
JAN 3 0 2013
City of Tukwila
BUILDING DIVISION
RECEIVED
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