HomeMy WebLinkAboutPermit M13-108 - ANDOVER BUILDING - REPLACE ROOF TOP UNITSANDOVER BUILDING
130 ANDOVER PK E
M13-108
City- oPI'ukwila
•
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.:
Address:
0223100040
130 ANDOVER PK E TUKW
Project Name: ANDOVER BUILDING
Permit Number: M13-108
Issue Date: 07/03/2013
Permit Expires On: 12/30/2013
Owner:
Name:
Address:
Contact Person:
Name:
Address:
Email:
Contractor:
Name:
Address:
PARK EAST REAL ESTATE LLC
C/O IRONWOOD INVESTMENTS LLC , 1501 N 200TH ST 98133
KIRSTEN FAUSKO
1221 2ND AVN , KENT WA 98032
KFAUSKO @ HERMANS O N. C O M
Phone: 253-796-5892
HERMANSON COMPANY LLP Phone: 206-575-9700
1221 2ND AVN , KENT, WA 98032
Contractor License No: HERMACLOO5BJ
Expiration Date: 08/25/2014
DESCRIPTION OF WORK:
REPLACING (3) ROOFTOP AIR HANDLING UNITS
Value of Mechanical: 110,000.00
Type of Fire Protection: UNKNOWN
Electrical Service Provided by:
Permit Center Authorized Signature:
Fees Collected:
$1,412.06
International Mechanical Code Edition: 2009
Date: -7` J "
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 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: fel its %j'1
Date: /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.
0.x..1..,1• 117 A "3/111
• •
PERMIT CONDITIONS
Permit No. M13-108
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: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the
International Building Code and the Washington State Ventilation and Indoor Air Quality Code.
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: 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).
8: 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.
9: ***FIRE DEPARTMENT CONDITIONS***
10: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the
following concerns:
11: H.V.A.C. units rated at greater than 2,000 cfm require auto -shutdown devices. These devices shall be separately zoned
in the alarm panel and local U.L. central station supervision is required. (City Ordinance #2328)
12: H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be
equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the
air -moving equipment upon detection of smoke in the main return -air duct served by such equipment. Smoke detectors
shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the
manufacturer's installation instructions. (IMC 606.1, 606.2.1)
13: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2328)
14: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2328)
15: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2328)
16: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire
Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2328) (IFC
104.2)
17: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this
project.
18: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and
#2328)
19: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of
such condition or violation.
20: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at
doc: IMC -4/10
M13-108 Printed: 07-03-2013
(206)575-4407.
•
\A1'} 1110
Drin+earl• n7_AZARIQ
CITY OF TUKWILA
Community Development Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.TukwilaWA.gov
Mechanical Permit No. V\ 13 108
Project No.
Date Application Accepted: (Q 1 J- " c 3
Date Application Expires: ,).-r\ 4 -13
(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: Id hdn Iter park S' f
Tenant Name: Al(,/`P/K
PROPERTY OWNER
Name: (GD — Pam ta.Sfi gent 1 6 --kA
Address: 5J--0 i N wail, s -h i,,e ..
��1
City: S rbcari l r61e- State:A_ Zip: ciU/ 33
CONTACT PERSON - person receiving all project
communication
Name: Kirsten Fausko
Address: 1221 2nd Ave n
City: Kent State: WA Zip: 98032
Phone: (253) 796-5892 Fax: (253) 796-5992
Email: kfausko@hermanson.com
King Co Assessor's Tax No.: 0 0 0 0 LI
L
Suite Number: Floor: P--0°f-
New Tenant: ❑ Yes
MECHANICAL CONTRACTOR INFORMATION
Company Name: Hermanson
Address: 1221 2nd Ave N
City: Kent State: WA
Zip: 98032
Phone: (206) 575-9700 Fax: (206)
575-9800
Contr Reg No.: HERMACLOO5BJ Exp Date: 08/25/2014
Tukwila Business License No.: 09-459
Valuation of project (contractor's bid price): $
Describe the scope of work in detail:
Ree la, c i `f'h r -e -e C 7-0j ra Of fib Ai Kat 4t� h (f S
P J
Use: Residential: New ❑ Replacement ❑
Commercial: New ❑ Replacement g.
Fuel Type: Electric ❑
Gas ❑ Other:
H:\Applications\Forms-Applications On Line \2011 Applications\Mechanical Permit Application Revised 8-9-1 l.docx
Revised: August 2011
bh
Page 1 of 2
Indicate type of mechanical work being installed and the quantity below:
Unit Type
Qty
Furnace <100k btu
Furnace >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
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
PERMIT APPLICATION NOTES -
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).
1 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 UTHORIZED AGENT:
Signature:
Date: b
Print Name: Kirsten Fausko Day Telephone: (253) 796-5892
Mailing Address: 1221 2nd Ave N Kent WA 98032
City State Zip
H:\Applications\Forms-Applications On Line1201 I Applications\Mechanical Permit Application Revised 8-9-11.docx
Revised: August 2011
bh
Page 2 of 2
• •
J��1�A wq 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.: 0223100040
Address: 130 ANDOVER PK E TUICW
Suite No:
Applicant: ANDOVER BUILDING
RECEIPT
Permit Number: M13-108
Status: APPROVED
Applied Date: 06/14/2013
Issue Date:
Receipt No.: R13-02049
Payment Amount: $1,129.65
Initials: WER Payment Date: 07/03/2013 08:54 AM
User ID: 1655 Balance: $0.00
Payee: KIRSTEN FAUSKO
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Credit Crd VISA
Authorization No. 453897
ACCOUNT ITEM LIST:
Description
1,129.65
Account Code Current Pmts
MECHANICAL - NONRES
000.322.102.00.00 1,129.65
Total: $1,129.65
Drinlnrl• 117_m_lnl2
• •
J,�`NI�Q wq City of Tukwila
"` yZ 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.: 0223100040
Address: 130 ANDOVER PK E TUKW
Suite No:
Applicant: ANDOVER BUILDING
RECEIPT
Permit Number: M13-108
Status: PENDING
Applied Date: 06/14/2013
Issue Date:
Receipt No.: R13-01883
Payment Amount: $282.41
Initials: WER Payment Date: 06/14/2013 10:11 AM
User ID: 1655 Balance: $1,129.65
Payee: KIRSTEN FAUSKO
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Credit Crd VISA
Authorization No. 252026
ACCOUNT ITEM LIST:
Description
282.41
Account Code Current Pmts
PLAN CHECK - NONRES
000.345.830 282.41
Total: $282.41
Drintad• na_1d_9n1'i
z
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 5outhcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 431-2451
on 13-108
Project:A
'f.tNC J `fir t1
Type rp ectiom
A I s:,1 P f r
J R - d'1
Date Called:
Special Instructions:
Date 1�f Ianted .0
(t / .
Requester:
Phone No:
CrA Approved per applicable codes. a Corrections required prior to approval
COMMENTS:
l
p cto
I iy 1:.:\\„_),..1-- )e->..
REINSPECTION FEE REQUI D. Prior to n�ext inspection, fee must be
at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
Ins •
C
Date:
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION G I f I
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 431-2451
Project
A Ad ver 21D&
Type of Inspection: ,
rrrn e ON. , NP\1---
Address:
13 0 ANbDY&( E..,
Date Called:
Special Instructions:
I
< U .tii�
Date Wanted:
—5-19'1/1
�a.
' pm.
Requester:
-tow
PAione No:
DApproved per applicable codes.
Corrections required prior to approval.
COMMENTS:
NPP t> 71:.tisE7 (.6
\
Inspecipr: .,
Date: r
— (4
n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
INS ECIION NO.
INSPECTION RECORD
Retain a copy with permit
tY1(3-18t
PERMIT NO. cs 1 r\
CITY OF TUKWILA BUILDING DIVISION tt
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 431-2451
Project:
Type of Inspection:
Address:
0Anr�(41 E�'
Date Called:
�
Special Instructions:
-
3 cto ► j!
1 S
Date Wante 1 Z, 1 L
- �. p.m.
Requester:
Phlea (fo I
1— 6 51
ElApproved per applicable codes.
:Corrections required prior to approval.
COMMENTS:
1 JC DNP— I
A (Vis Vv 4i" C_() (\t \ `C cT
ms To
Inspector(
(.sal.
calTh
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
Date
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
13-106.
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION_
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 431-2451
P:rtojsft:
6Ztf ( U
ecion:
Type ofJIn p
'
V`N(ode/
AddssOAP .
Date Called:
Special Instructions:
Date N nted:
t-� (
(
!.,
4.tri.,
p.m.
Requestgf) ;: ,
Phone o:
. EJ Approved per applicable codes.
' Corrections required prior to approval.
COMMENTS:
A
1s.ctr:
C
REI SPECTION FEE REQUIRED. Prior to n xt inspection, fee must be
`aid at 6300 Southcenter blvd., Suite 100. Call to schedule reinspection.
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
vv\t3-10.e7
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 431-2451
Project:Type
AQC\VM QZt,Ick.
of Inspection:,
...61trAk-1ti
Address:
13o 1\ P a_
Date Called:
Special Instructions:
Date Wanted:a.m.
Requester:
Phone No:
0(0 -?55—°37 7v
.Approved per applicable codes. LJ Corrections required prior to approval.
COMMENTS:
QM -C. ►M u 61.04- s l4 -(V
-A4.^--i .� s /
Da/dte:
0
EINSPECTION FE REQUIRED. Pior to next inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
1
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
H- v yv
14.A13-108
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188 206-575-4407
Project:
I3 A
Type of Inspection:
r/A. -D^e-*
Fire Alarm:
Address:.."
Suite #: 1.3a -\-':-
Contact Person:
Special Instructions:
Phone No.:
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
/� 1>x L-4- ,z , 3 -PVs 5 4 ( (
s 5 a,-.
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Yes
Hood & Duct:
Monitor:
6 vis
Pre -Fire:
Permits:
Occupancy Type:
Inspector: ffl i3
Date: y/z /// €(
Hrs.:
$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Billing Address
Attn:
Company Name:
Address:
City:
State:
Zip:
Word/Inspection Record Form.Doc
6/11/10
T.F.D. Form F.P. 113
i0(10
100
``
21
QUANTUM
COI,$V\flf1G InGIUtt
June 10, 2013
STRUCTURAL CALCULATIONS
(Permit Submittal)
ANDOVER BUILDING
MECHANICAL UNIT REPLACEMENT
TUKWILA, WA 98188
Quantum Job Number: 13123.01
Prepared for:
HERMANSON COMPANY LLP
1221 2° Avenue North
Kent, WA 98032
Prepared by:
QUANTUM CONSULTING ENGINEERS
1511 Third Avenue, Suite 323
Seattle, WA 98101
TEL 206.957.3900
FAX 206.957.3901
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JUL 0 2 2013
BUILDING
NG Tukwila
DIVISION
X1 1 3- 1 0 8
RECEIVED
CITY OF TUKWILA
JUN 142013
PERMIT CENTER
2,1
QUANTUM 1 CONSULTING ENGINEERS
STRUCTURAL DESIGN CRITERIA
ANDOVER BUILDING
130 ANDOVER PARK EAST
TUKWILA, WA 98188
QUANTUM JOB NUMBER: 13123.01
CODE CRITERIA:
BUILDING CODE 2009 INTERNATIONAL BUILDING CODE
BUILDING DEPARTMENT CITY OF TUKWILA
WIND CRITERIA 85 MPH; EXPOSURE "B"
BUILDING CATEGORY = II
KZT= 1.0
IW= 1.0
SEISMIC ZONE SDC = D
SITE CLASS = D
ap= 1.0
RP= 2.5
IP = 1.0
SS= 1.411, S1=0.483
Sos = 0.941, SDI= 0.488
SNOW LOAD 25 PSF
ASSEMBLY WEIGHTS
ROOF LOADS
STANDARD ROOFING
2-1/2" LW CONC. OVER 1-1/2" METAL DECK
STEEL ROOF JOISTS @ 5'-0" 0.C.
INSULATION
CEILING
LIGHTS, DUCTS
MISCELLANEOUS
4.0 PSF
27.8 PSF
2.5 PSF
1.5 PSF
2.0 PSF
1.0 PSF
1.2 PSF
COMMENTS
(ASSUMED - V.I.F.)
ASSUMED ROOF DL 40.0 PSF SL = 25 PSF
/
Design Maps Summary Report http://geohazards.usgs.gov/designmaps/us/stmnnary.php?ternplate=min.
Lf SGS Design Maps Summary Report
User -Specified Input
Report Title Andover Building
Mon June 10, 2013 23:39:15 UTC
Building Code Reference Document ASCE 7-05 Standard
(which makes use of 2002 USGS hazard data)
Site Coordinates 47.45244°N, 122.2507°W
Site Soil Classification Site Class D - "Stiff Soil"
Occupancy Category Occupancy Category II
Ss = 1.411 g
S1 = 0.483 g
1.65
1.50
1.35
1.20
1.05
df 0.90
a 0.75
0.60
0.45
0.30
0.15
0.00
SMs= 1.411g
SMI = 0.732 g
MCE Response Spectrum
0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80
Period, T (sec)
2.00
Sos = 0.941 g
Sol = 0.488 g
1.10
1.00
0.90
0.80
0.70
▪ 0.60
to 0.50
0.40
0.30
0.20
0.10
0.00
0.00 0.20 0.40 0.60
Design Response Spectrum
0.80 1.00 1.20 1.40 1.60 1.80
Period, T (sec)
2.00
Although this Information Is a product of the U.S. Geological Survey, we provide no warranty, expressed or Implied, as to the accuracy of
the data contained therein. This tool Is not a substitute for technical subject -matter knowledge.
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QUANTUM
1511 THIRD AVENUE
SUITE 323
6.1 SEATTLE, WA 98101
TEL 206.957.3900
FAX 206.957.3901
www.quantumce.com
CONSULTING ENGINEERS
ho)N F�. Bui A,N 0 -
project project
MFS N, ovrr t P(_11rOAFAir'
J/tAW,FINSoN
client
GY/a/e.oly
date
designer
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project no.
sheet
checked by
Quantum Consulting Engineers
1511 Third Avenue, Suite 323
Seattle, WA 98101
(206) 957-3900
Wood Beam
Lic. # : KW -06005835
Description : (N) 6x Sleeper below Mechanical Units
CODE REFERENCES '
File = M:Wermanson\Andover Bul ng\Catcsl(e) roof trembled
ENERCALC, INC. 1983-2013, 8ui10.6.13.2 27, Ver.6.13.2.27
Licensee : QUANTUM CONSULTING ENGINEERS
Calculations per NDS 2005, IBC 2006, CBC 2007, ASCE 7-05
Load Combination Set : IBC 2009
Material Properties
Analysis Method : Allowable Stress Design
Load Combination IBC 2009
Wood Species : Douglas Fir - Larch
Wood Grade : No.1
Beam Bracing : Completely Unbraced
Fb - Tension 1,000.0 psi
Fb - Compr 1,000.0 psi
Fc - POI 1,500.0 psi
Fc - Perp 625.0 psi
Fv 180.0 psi
Ft 675.0 psi
Applied Loads
i
D(0.191) S(0.113)
E: Modulus of Elasticity
Ebend- xx 1,700.0ks1
Eminbend-)x 620.0ks1
Density
i
Span = 5.0 ft
32.210 pcf
Service Toads entered. Load Factors will be applied for calculations.
Beam self weight calculated and added to loads
Uniform Load : 0 = 0.1910, S = 0,1130 , Tributary Width = 1.0 ft, (Mech. Unit Load)
• DESIGN SUMMARY
Maximum Bending Stress Ratio
Section used for this span
fb : Actual
FB : Allowable
Load Combination
Location of maximum on span
Span # where maximum occurs
Maximum Deflection
Max Downward L+Lr+S Deflection
Max Upward L+Lr+S Deflection
Max Downward Total Deflection
Max Upward Total Deflection
0.457 1 Maximum Shear Stress Ratio
6x6 Section used for this span
420.27 psi fv : Actual
920.O0psi Fv : Allowable
+0+S+H Load Combination
2.500ft Location of maximum on span
Span # 1 Span # where maximum occurs
0.013 in Ratio =
0.000 in Ratio =
0.036 In Ratio =
0.000 in Ratio =
Maximum Forces & Stresses for Load Combinations
Max Stress Ratios
Span # M V Cd C FN
Load Combination
Segment Length
D Only
Length = 5.0 ft
+D+L+H
Length = 5.0 ft
+0+Lr+H
Length = 5.0 ft
+D+S+H
Length =5.0ft
+0+0.750Lr+0.750L+H
Length = 5.0 ft
+0+0.750L+0.750S+H
4622
0 <360
1680
0 <240
Design OK
0.190 : 1
6x6
31.49 psi
165.60 psi
+D+S+H
0.000 ft
Span # 1
CI Cr Cm C t
CL
Moment Values
M fb F'b
Shear Values
V fv F'v
1 0.371
1 0.334
1 0.267
1 0,457
1 0.267
0.155
0,139
0.111
0.190
0.111
0.90
1.00
1.25
1.15
1.25
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
0.80
0.80
0.80
0.80
0.80
0.80
0.80
0.80
0.80
0.80
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
0.62
0.62
0,62
0.97
0.62
267.45
267.45
267.45
420.27
267.45
0.00
720.00
0.00
800.00
0.00
1000.00
0.00
920.00
0.00
1000.00
0.00
0.00 0.00 0.00
0.40 20.04 129.60
0.00 0.00 0.00
0.40 20.04 144.00
0.00 0.00 0.00
0.40 20.04 180.00
0.00 0.00 0.00
0.64 31.49 165.60
0.00 0.00 0.00
0.40 20.04 180.00
0.00 0.00 0.00
N
Quantum Consulting Engineers
1511 Third Avenue, Suite 323
Seattle, WA 98101
(206) 957-3900
Wood Beam
Lic. # : KW -06005836
Description : (N) 6x Sleeper below Mechanical Units
Load Combination Max Stress Ratios
Segment Length Span # M V Cd CFN CI Cr Cm C t CL M fb F'b V fv F'v
Length = 5.0 ft 1 0.415 0.173 1.15 1.00 0.80 1.00 1.00 1.00 1.00 0.88 382.07 920.00 0.58 28.63 165.60
Overall Maximum Deflections - Unfactored Loads
Load Combination Span Max. ' ' Defl Location in Span Load Combination Max. '+ Dell Location in Span
File .=MUiermansorMndover:BuildinglCalcsl(e) roof fraf inj.ec6.::
ENERCALC, INC. 19812013, Build.6.13.2.27, Vcr:6.13.2.27
Licensee : QUANTUM CONSULTING ENGINEERS
Moment Values
Shear Values
D+S 1 0.0357 2.518
Maximum Deflections for Load Combinations = Unfactored Loads
0.0000 0.000
Load Combination Span Max. Downward Defl Location in Span
Max. Upward Dell Location in Span
D Only 1 0.0227 2.518 0.0000 0.000
S Only 1 0.0130 2.518 0.0000 0.000
D+S 1 0.0357 2.518 0.0000 0.000
Vertical Reactions - Unfactored
Load Combination Support 1 Support 2
Support notation : Far left Is #1 Values In KIPS
Overall MAXimum
D Only
S Only
D+S
0.n
074
0.777
0.494
0.283
0.777
0.777
0.494
0.283
0.777
BEA/4-3.>
1.41
1.80
' 2.83
• Dlstence(1L) ..' .............
■ DO.1r ■ 4D414H \ +D+1.+H ■ +D+S+H DI D+D.7S01.+0.7201411 tl +D+0.7101+0.710340
3J8•
4.25
4.77
1.41
1.88
235
2.83
3.30
Distance (f1)
tl DO.y ■ +D+101 • +D+L +H ■ +0+1+41 0 +0+D.71Dl,+D.71Dt4H tl +D40.75N.46.7SD3+H
3.78
.0.003
..
-0.027
-0.036
0.46
1.41
1.08
235
'.. 'Distance (ft)
O
00.17 • 0.347 ■ 0+4
2.03
.3J0
4.25
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QUANTUM I CONSULTING ENGINEERS
1511 THIRD AVENUE project date project no.
SUITE 323
SEATTLE, WA 98101 designer sheet
TEL 206.957.3900 co
FAX 206.957.3901
vnnv.quantumce.com client checked by
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QUANTUM
CONSULTING ENGINEERS
�NAou ft& 13uri_p//'J . Cn/o f t_.ot: /3 /z,;?
project no.
1511 THIRD AVENUE project date
SUITE323 MEC1l, ON 11 R.L.-114-4(''4r/(T T.TS
SEATTLE, WA 98101
TEL 206.957.3900
FAX 206.957.3901 /'1 F/`2- Ni /1/.!,, N
www.quantumce.com client
designer sheet
checked by
7-
Quantum Consulting Engineers
1511 Third Avenue, Suite 323
Seattle, WA 98101
(206) 957-3900
Steel Beam
Lie. # : KW -06005835
Description : (E) W21x Girder
CODE REFERENCES
Fle =. MS:1HermansonlAndover Building\Calcsl(e) roof framing ec6
ENERCALC, INC. 1983-2013, Build:&13.2.27, Vec6.13.2.27:
Licensee : QUANTUM CONSULTING ENGINEERS
Calculations per RISC 360-05, IBC 2006, CBC 2007, ASCE 7-05
Load Combination Set : ASCE 7-05
Material Properties
Analysis Method : Load Resistance Factor Design
Beam Bracing : Beam bracing is defined as a set spacing over all spans
Bending Axis : Major Axis Bending
Load Combination ASCE 7-05
Unbraced Lengths
First Brace starts at 3.0 ft from Left -Most support
Regular spacing of lateral supports on length of beam = 5.0 ft
i
D(0.382)
Fy : Steel Yield :
E: Modulus ;
36.0 ksi
29,000.0 ksi
i
i
4,
D(1.21 S(0.8)
i
4,
i
2
Applied Loads
SpAr21x0 ft
62
2
Service loads entered. Load Factors will be applied for calculations.
Beam self weight calculated and added to loads
Uniform Load : D =1.280, S = 0.80 Mt, Tributary Width = 1.0 ft, ((E) Tributary Roof Load)
Uniform Load : D = 0.3820 k/ft, Extent = 3.0 --» 20.0 ft, Tributary Width = 1.0 ft, ((N) Mech. Unit)
= 0.997: 1
DESIGN SUMMARY
Maximum Bending Stress Ratio
Section used for this span
Mu : Applied
Mn ' PhI : Allowable
Load Combination
Location of maximum on span
Span # where maximum occurs
Maximum Deflection
Max Downward L+Lr+S Deflection
Max Upward L+Lr+S Deflection
Max Downward Total Deflection
Max Upward Total Deflection
Maximum Shear Stress Ratio =
W21x62 Section used for this span
387.515k -ft
388.800 k -ft
+1.20D+0.50L+1.60S
15.190ft
Span # 1
0.434 In
0.000 In
1.309 in
0.000 in
Ratio =
Ratio =
Ratio
Ratio =
Vu : Applied
Vn * Phi : Allowable
Load Combination
Location of maximum on span
Span # where maximum occurs
856
0 <360
284
0 <240
Design OK
0.274: 1
W21x62
49.709 k
181.440 k
+1.20D+0.50L+1,60S
0.000 ft
Span # 1
Maximum Forces & Stresses for Load Combinations
Load Combination Max Stress Ratios
Segment Length Span # M V
Summary of Moment Values
max Mu + max Mu - Mu Max Mnx Phi'Mnx Cb Rm
Summary of Shear Values
VuMax Vnx Phi'Vnx
+1.40D
Dsgn.L= 2.95 ft
Dsgn.L= 4.96ft
Dsgn. L = 4.96 ft
Osgn. L = 5.12 ft
Dsgn. L = 4.96 ft
Dsgn. L = 4.96 ft
Dsgn.L= 3.10 ft
+1.2OD+0.50Lr+1.60L+1.60H
Dsgn. L = 2.95 ft
Dsgn. L = 4.96 ft
Dsgn. L = 4.96 ft
Dsgn. L = 5.12 ft
Dsgn. L = 4.96 ft
Dsgn, L = 4.96 ft
Dsgn. L = 3.10 ft
+1.20D+1.60L+0.50S+1.60H
Dsgn. L = 2.95 ft
Dsgn.L= 4.96ft
Dsgn. L = 4.96 ft
1 0.243 0.192
1 0.541 0.162
1 0.686 0.096
1 0.702 0.038
1 0.676 0.096
1 0.517 0.147
1 0.236 0.179
1 0.208 0.165
1 0.464 0.138
1 0.588 0.082
1 0.601 0.033
1 0.579 0.082
1 0.443 0.126
1 0.202 0.154
1 0.251 0.199
1 0.558 0.166
1 0.708 0.099
94.47 94.47 432.00 388.80 1.69 1.00 34.85 181.44 181.44
210.31 94.47 210.31 432.00 388.80 1.24 1.00 29.31 181.44 181.44
266.77 210.31 266.77 432.00 388.80 1.07 1.00 17.37 181.44 181.44
272.79 262.78 272.79 432,00 388.80 1.00 1.00 6.95 181.44 181.44
262.78 200.91 262.78 432.00 388.80 1.08 1.00 17.35 181.44 181.44
200.91 91,72 200,91 432.00 388.80 1.25 1.00 26.67 181.44 181.44
91.72 91.72 432.00 388.80 1.62 1.00 32.50 181.44 181.44
80.98 80.98 432.00 388.80 1.69 1.00 29.87 181.44 181.44
180.27 80.98 180.27 432.00 388.80 1.24 1.00 25.12 181.44 181.44
228.66 180.27 228.66 432.00 388.80 1.07 1.00 14.89 181.44 181.44
233.82 225.24 233.82 432.00 388.80 1.00 1.00 5.96 181.44 181.44
225.24 172.21 225.24 432.00 388.80 1.08 1.00 14.87 181.44 181.44
172.21 78.62 172.21 432.00 388.80 1.25 1.00 22.86 181.44 181.44
78.62 78.62 432.00 388.80 1.62 1.00 27.86 181.44 181.44
97.50 97.50 432.00 388.80 1.68 1.00 36.07 181.44 181.44
216.78 97.50 216.78 432.00 388.80 1.24 1.00 30.15 181.44 181.44
275.32 216.78 275.32 432.00 388.80 1.07 1.00 17.93 181.44 181.44
Quantum Consulting Engineers
1511 Third Avenue, Suite 323
Seattle, WA 98101
(206) 957-3900
Steel Beam
LIG. # : KW -06005835
Description : (E) W21x Girder
Load Combination Max Stress Ratios
Segment Length Span # M V max Mu + max Mu - Mu Max Mnx Phi'Mnx Cb Rm VuMax Vnx Phi'Vnx
1 0.725 0.038 281.85 272.06 281.85 432.00 388.80 1.00 1.00 6.95 181.44 181.44
1 0.700 0.098 272.06 209.19 272.06 432.00 388.80 1.08 1.00 17.85 181.44 181,44
1 0.538 0.153 209.19 95.92 209.19 432.00 388.80 1.25 1.00 27.82 181.44 181.44
1 0.247 0.188 95.92 95.92 432.00 388.80 1.62 1.00 34.06 181.44 181.44
Fie=.MAH ermansonV,ndovei BuddinglCa[csi(e) roof franung.ec6
ENERCALC INC. 1983-2013, 6uiid:6.13.2.27, Ver.6.13.2 27 ?.
Licensee : QUANTUM CONSULTING ENGINEERS
Summary of Moment Values
Summary of Shear Values
Dsgn. L = 5.12 ft
Dsgn. L = 4.96 ft
Dsgn. L = 4.96 ft
Dsgn. L= 3.10ft
+1.20D+1,60Lr+0.50L
Dsgn. L = 2.95 ft 1 0.208 0.165 80.98 80.98 432.00 388.80 1.69 1.00
Dsgn. L = 4.96 ft 1 0.464 0.138 180.27 80.98 180.27 432.00 388.80 1.24 1.00
Dsgn. L = 4.96 ft 1 0.588 0.082 228.66 180.27 228.66 432.00 388.80 1.07 1.00
Dsgn. L = 5.12 ft 1 0.601 0.033 233.82 225.24 233.82 432.00 388.80 1.00 1.00
Dsgn. L = 4.96 ft 1 0.579 0.082 225.24 172.21 225.24 432.00 388.80 1.08 1.00
Dsgn. L = 4.96 ft 1 0.443 0.126 172.21 78.62 172.21 432.00 388.80 1.25 1.00
Dsgn. L = 3.10 ft 1 0.202 0.154 78.62 78.62 432.00 388.80 1.62 1.00
+1.20D+0.50L+1,60S
Dsgn. L = 2.95 ft 1 0.344 0.274 133.86 133.86 432.00 388.80 1.68 1.00 49.71 181.44 181.44
Dsgn. L = 4,96 ft 1 0.764 0.227 297.11 133.86 297.11 432.00 388.80 1.24 1.00 44.20 181.44 181,44
Dsgn. L = 4.96 ft 1 0.972 0.136 377.97 297.11 377.97 432.00 388.80 1.07 1.00 24.61 181.44 181.44
Dsgn. L = 5.12 ft 1 0.997 0.050 387.51 375.07 387.51 432.00 388.80 1.00 1.00 9.13 181.44 181.44
Dsgn. L = 4.96 ft 1 0.965 0.134 375.07 290.55 375.07 432.00 388.80 1.08 1.00 24.40 181.44 181.44
Dsgn. L = 4.96 ft 1 0.747 0.213 290.55 133.97 290.55 432.00 388.80 1.24 1.00 38.74 181.44 181.44
Dsgn. L= 3.10 ft 1 0.345 0.263 133.97 133.97 432.00 388.80 1.62 1.00 47.70 181.44 181.44
Overall Maximum Deflections - Unfactored Loads
29.87
25.12
14.89
5.96
14.87
22.86
27.86
181.44
181.44
181.44
181.44
181.44
181.44
181.44
181.44
181.44
181.44
181.44
181.44
181.44
181.44
Load Combination Span Max. ' Dell Location in Span Load Combination Max. "+" Dell Location In Span
D+S 1 1.3089 15.500 0.0000 0.000
Maximum Deflections for Load Combinations - Unfactored Loads
Load Combination Span Max. Downward Dell Location In Span Span Max. Upward Deft Location in Span
D Only 1 0.8744 15.500 0.0000
S Only 1 0.4344 15.655 0.0000
D+S 1 1.3089 15.500 0.0000
Vertical Reactions - Unfactored
Support notation : Far left is #1
Values In KIPS
0.)00
0.000
0.000
Load Combination Support 1 Support 2
Overall MAXimum 37.290 35.615
D Only 24.890 23.215
S Only 12.400 12.400
D+S 37.290 35.615
Steel Section Properties : W21x62
Depth = 21.000 in I xx E 1,330.00 In"4
Web Thick = 0.400 in S xx 127.00 InA3
Flange Width = 8.240 in R xx = 8.540 in
Flange Thick = 0.615 In Zx = 144.000 in"3
Area = 18.300 In"2 I yy = 57.500 in"4
Weight = 62.293 plf S yy = 14.000 in"3
Kdesign = 1.120 in R yy = 1.770 in
K1 = 0.813 in Zy = 21.700 in"3
its = 2,150 In rT = 2.100 in
Ycg = 10.500 in
J = 1.830 inM
Cw = 5,960.001n"6
Wno = 42.000 inA2
Sw = 53.200InM
Qf - 24,600ln"3
Ow = 71.200 in"3
235 , :::.. ... 6.05 :. :9.15 12.25 '.... 15.35
.;<.::. Distance (ft)
li ♦I.400 • +1.2DD♦D.SDL.+I.6DL+1.6DM ■ +1.2DD+l.6DL+D.5D5+1.60M • +1.2DD+1.601.+D.SDI O +t.26D+D.S01+1.6D5
16.45
21.55
24.65:.,....
27.75
30,55
9
Quantum Consulting Engineers
1511 Third Avenue, Suite 323
Seattle, WA 98101
(206) 957-3900
Steel Beam
Lic. # : KW -06005835
Description : (E) W21x Girder
51
26
� .BEAM•—>a
4
9
Fite=M.WemwnsonWdorerBw'iainglCatcs e)roorrradng.ec6
ENERCALC, INC. 1983-2013, B081:6.13.2.27, Ver.6.13.2.27
Licensee : QUANTUM CONSULTING ENGINEERS
2.95 - 6.05 ......... 9.15 1225 15.35
Ctst&nco (ft)
..... - . Y 4IA0D • ♦1.20040.501,•1.601.1.6011 61 41.2DD+2.601+0.505.1.608 ■ •l.2.0D•1.601010.50t 01 ♦1.200+o.sDl.1.6D5
56.45
21.55
24.65
27.75
30.63
•13
229
5.74 .:
51.6
251.3
24.57
.. Distance (ft)
• 00.17 • 50.1y • 0.5
1752
"20A6
23.41
26.35
2930
/D
QUANTUM
CONSULTING ENGINEERS
Project: Andover Building
10 -Jun -13
Client: Hermanson
Project No.: 13123
Designer: TJS
Page:
Subject: Lateral Design Calculation
Seismic Demands on Nonstructural Components
(Reference: IBC 2009, Sec. 1613 & ASCE 7-05, Ch. 13, USGS Earthquake Ground Motion Parameters v5.0.9a)
Desitin Seismic Force:
0.2s Spectral Response Acceleration, Site Class B, Ss
1.0s Spectral Response Acceleration, Site Class B, Si
Site Class
Occupancy Category = Standard -Occupancy Buildings
Site Coefficient per S$ & Site Class, Fa
Site Coefficient per Si & Site Class, F„
Sims = FaSa
SM1 = F„ S1
SDS = 2/3 SMS
S01 = 2/3 SMI
Seismic Design Category per SDS
(Per ASCE 7-05, Chapter 131
Component amplification factor, ap
Component Importance factor, Ip
Component operating weight, Wp
Component response modification factor, Rp
Height in structure at point of attachment of component, z
Average roof height of structure, h
Seismic Design Force, Fp
Max. Seismic Design Force, Fp,a„x
Min. Seismic Design Force, F, aha
1.411
0.483
= D
= II
1.000
= 1.517
• 1.411
0.733
0.941
0.488
= D
1.0
= 1.00
= Wp
• 2.5
= 39.5
39.5
(IBC 09, Figure 1613.5(1))
(IBC 09, Figure 1613.5(2))
(IBC 09, Table 1613.5.2)
(IBC 09, Table 1604.5)
(IBC 09 Table 1613.5.3(1))
(IBC 09 Table 1613.5.3(2))
(IBC 09, Eq 16-36)
(IBC 09, Eq 16-37)
(IBC 09, Eq 16-38)
(IBC 09, Eq 16-39)
(ASCE 7-05, Table 13.6-1)
(ASCE 7-05, Section 13.1.3)
Ib
(ASCE 7-05, Table 13.6-1)
ft
ft
0.4apSosWP
(1+2z/h)
Rp/Ip
• 1.6SosIpWP
= 0.3SDSIPWP
Fp. min =
Fp. max =
Fp =
0.7Fp =
Weight, Wp =
Fp,Design =
0.28
1.51
0.45
0.32
Wp (Ib)
Wp (lb)
WP (Ib)
WP (Ib)
6,500 Ib
2,935 Ib
Used Fp for Design
(Eq. 13.3-1)
(Eq. 13.3-2)
(Eq. 13.3-3)
(Strength Design)
(ASD)
/1
QUANTUM
CONSULTING ENGINEERS
Project: Andover Building
10 -Jun -13
Client: Hermanson
Project No.: 13123
Designer: TJS
Page:
Subject: Lateral Design Calculation
Wind Load Calculation for Other Structure
(Reference: IBC 2009, Section 1609 & ASCE 7-05, Chapter 6)
Wind Velocity Pressure:
Basic Wind Speed, V3s (mph)
Exposure Category
Occupancy Category
Wind Load Importance Factor, I„,
Velocity pressure exposure coefficient, KL
Topographic Factor, K2,
Wind Directionality Factor, Kd
Velocity Pressure, qz
85 (ASCE 7-05, Figure 6-1)
= B (ASCE 7-05, Section 6.5.6)
= II (IBC 09, Table 1604.5)
= 1.00 (ASCE 7-05, Table 6-1)
0.79 (ASCE 7-05, Table 6-3)
= 1.00 (ASCE 7-05, Figure 6-4)
0.90 (ASCE 7-05, Table 6-4)
Design Wind Force: For Open Structures & Equipment
Gust effect factor, G =
Net force coefficient, Cf =
On building rooftop w/ h<60ft, fr (Yes) _
Projected area normal to the wind, Af =
Design Wind Force, F„ =
F =
1.6F =
Height
z, (ft)
Exposure B (KO
Case 1
Case 2
0-15
0.70
0.57
20
0.70
0.62
25
0.70
0.66
30
0.70
0.70
40
0.76
0.76
50
0.81
0.81
60
0.85
0.85
70
0.89
0.89
80
0.93
0.93
90
0.96
0.96
100
0.99
0.99
120
1.04
1.04
140
1.09
1.09
160
1.13
1.13
180
1.17
1.17
200
1.20
1.20
0.00256KZKZ,KdV2I,., (ASCE 7-05, Eq. 6-15)
13.15 psf
(ASCE 7-05, Section 6.5.10)
0.85 (ASCE 7-05, Section 6.5.8)
1.30 (ASCE 7-05, Figure 6-2023)
1.9 (ASCE 7-05, Section 6.5.15.1)
Af ft`
frgzGC,Af Ib
27.6 psf x Af
44.2 psf x At
Velocity Pressure (qZ)
Case 1
Case 2
11.65
9.49
11.65
10.32
11.65
10.99
11.65
11.65
12.65
12.65
13.48
13.48
14.15
14.15
14.82
14.82
15.48
15.48
15.98
15.98
16.48
16.48
17.31
17.31
18.14
18.14
18.81
18.81
19.48
19.48
19.98
19.98
(ASCE 7-05, Section 6.5.15)
(ASD)
(Strength Design)
/Z
QUANTUM
CONSULTING ENGINEERS
Project: Andover Building
10 -Jun -13
Client: Hermanson
Project No.: 13123
Designer: TJS
Page:
Subject: Lateral Design Calculation
Lateral Design Loads for Mechanical Equipment
(Reference: ASCE 7-05, Chapter 2, 6, 12 & 13)
Equipment Design Loads: From Seismic and/or Wind Forces (ASD)
Equipment Location: Building Rooftop
Equipment Specifications: Per Manufacturer
Equipment = Misc. Equipment
Wp = 6500 Ib
Length, L = 204.00 in
Depth, D = 96.00 in
Height, H = 84.00 in
h = 42.00 in <-- Distance to applied lateral Toad
d = 84.00 in <— Distance between anchorage connections (worst case)
Seismic Load: Per ASCE 7-05, Ch. 12 & 13
SDs = 0.941 g 4-- For values, refer to Seismic
Fp = 0.45 Wp (Ib) Load calculation page
0.7Fp = 0.32 Wp (Ib)
p = 1.0 (ASCE 7-05, Section 12.3.4)
0.7Ev = 0.14SdsWp (ASCE 7-05, Eq. 12.4-4)
866.0 Ib (ASD)
0.7Eh = 0.7pFp (ASCE 7-05, Eq. 12.4-3)
= 2064.4 Ib (ASD)
Wind Load: Per ASCE 7-05, Ch. 6
Ar = 119.00 ftz
1.6F = 44.2 psf x Ar <- For values, refer to Wind
F = 27.6 psf x Ar Load calculation page
Fw = 3285.6 Ib, (ASD)
0.7Eh < Fw
Load Combinations: Per ASCE 7.06, Ch. 2 & 12
Wind Combinations: Sections 2.3 & 2.4
1) Wp Fw
2) 0.6Wp t Fw
Design Equipment Anchorage for
Wind Loads
/3
QUANTUM
CONSULTING ENGINEERS
Project: Andover Building
10 -Jun -13
Client: Hermanson
Project No.: 13123
Designer: TJS
Page:
Subject: Foundation Design Calculation
Foundation Design Loads for Equipment
(Reference: ASCE 7-05)
Free -Body Diagram for Equipment: Misc. Equipment w/ Wind Loads
Equipment Base Reactions: (ASD)
Shear, V = Fw
Tension, T -
Fw(h) - Wp(d/2)
d
1.1
Note: For equipment information
and lateral loads, refer to
the previous calc. pages.
Load Combination #1: Wp t Fw
V = 3285.6 Ib
T = -1607.2 Ib F- No overturning / tension uplift due to lateral loads
Load Combination #2: 0.6Wp t Fw1f
A? /..A 6- Scke tv,.;
V = 3285.6 lb `•<-'rfi— Design Shear for Equipment Anchorage
T 1607.2 11.: E-- No overturning / tension uplift due to lateral loads
ISMIC. crpt/t"RNC
/G/
QUANTUM
CONSULTING ENGINEERS
Protect: Andover Building
1O -Jun -13
Client: Hermanson
Project No.: 13123
Designer: TJS
Page:
Subject: Foundation Design Calculation
Foundation Design Loads for Equipment
(Reference: ASCE 7-05)
Free -Body Diagram for Equipment: Misc. Equipment w/ Seismic Loads
h
k
Equipment Base Reactions: (ASD)
Shear, V = Eh
Tension, T
Eh(h) - Wp(d/2)
d
Load Combination #1: (1.0 + 0.14Sds)Wp t 0.7Eh
V = 2054.4 Ib
T = -2650.8 Ib
Load Combination #2:
..
N
Note: For equipment information
and lateral loads, refer to
the previous calc. pages.
f— No overturning / tension uplift due to lateral loads
(0.6 - 0.14Sds)Wp ± 0.7Eh
V = ,2054:4.1 lb..
T = ``-494.8; ::! Ib
4-- Design Shear for Equipment Anchorage
+— No overturning / tension uplift due to lateral loads
/.iIMb &0UFi2NS
Connection Design for Wood Fastener(s)
(Reference: 2005 NDS & ASCE 7-05)
Connection Desistn Loads: Wind / Earthquake Load
Allowable Design (ASD)
Load Direction: Perpendicular to Grain (Single Shear Connection)
Design Values: For a Single Lag Screw
V = 411.0 Ib
Lao Screw Information: Chapter 11 & Appendix L (Table L2)
Proposed Lag Screw(s) = 1/2'0 Lag Screw
# of Screws in Tension, ni = N/A
# of Screws in Shear, nv = 1
Length, L = 5.0 in
Diameter, D = 0.500 in
Reduced Diameter, D. = 0.371 in
Tapered Tip Length, E = 0.313 in
Unthreaded Length, S = 2.000 in
Min. Thread Length, T = 3.000 in
T = 0.0 Ib
L
Min. Penetration, pmin = 2.000 in (Ch. 11, Section 11.1.3.6)
Min. Edge Distance, el = 2.000 in (Ch. 11, Table 11.5.1A)
Min. End Distance, es = 2.000 in (Ch. 11, Table 11.5.1B)
Min. Spacing between 1.500 in (Ch. 11, Table 11.5.1C)
Fasteners in a Row, 81
Min. Spacing between
Rows of Fasteners, S2 2.500 in (Ch. 11, Table 11.5.1D)
Main Member, Side Member & Site information:
Main Member = Douglas Fir -Larch
Specific Gravity, G = 0.50
Main Member Thickness, tm = 5.500 in
Side Member = Steel Side Plate
Side Member Thickness, to = 0.250 in
Moisture Content s 19%? = Yes
Temperature at Site? = T s 100°F
Fastener inserted in the = No
end grain of main member?
Lag Screw Layout:
(Sawn Lumber)
(ASTM A 36)
(Dry Service Conditions)
040 D' M Y,
Edge Distance = 2.750 in 2 e,
End Distance = 6.000 in Z e2
Spacing between Fasteners = N/A
Spacing between Rows = N/A
Penetration into Main = 4.44 in z pmtn
Member (L - is - E), pz
Length of Thread = N/A
Penetration (T - E), p
1006
x100.
TQ0 ACJ +C�/'f
LVLG 0I0 0001
MV 4T CL N/
D
�lYQicucAR GROW £44Q(./
(For Single Shear Connection Design)
21
QUANTUM
CONSULTING ENGINEERS
Project: Andover building
Date: 06/10/13
Project No.: 13123
Designer: TJS
Client: Hermanson
Sheet: /,
Connection Design for Wood Fastener(s) (Cont'd)
Shear Design Check: (Reference: 2005 NDS) DIC -> Demand / Capacity Ratio
Lateral Design Value (Z): For Single Shear Connection of Lag Screws
Adjusted Design Value, Z = Z(CD)(C?,j)(Ci)(C9)(Ce)(Ce9)(KF)(4,)(A)
Ref. Design Value, Z = 320 Ib
Load Duration Factor, CD = 1.6
Wet Service Factor, Cm = 1.0
Temperature Factor, C, = 1.0
Group Action Factor, C9 = 1.00
Geometry Factor, Ce = 1.00
End Grain Factor, Ceg = 1.00
Conversion Factor, KF = N/A
Resistance Factor, 4 = N/A
Time Effect Factor, A = N/A
Z' = 512.0 Ib
n�Z' = 512.0 Ib
V
(Ch. 10, Table 10.3.1)
(Ch. 11, Table 11J & 11K)
(Ch. 2, Table 2.3.2)
(Ch. 10, Table 10.3.3)
(Ch. 10, Table 10.3.4)
(Ch. 10, Section 10.3.6)
(Ch. 11, Section 11.5.1)
(Ch. 11, Section 11.5.2)
(Appendix N, Table N1)
(Appendix N, Table N2)
(Appendix N, Table N3)
OK, D/C = 0.80
(1) 1/2"0 Lag Screw x 5 In. long in single shear is
adequate to resist the applied shear design load
F ASD Only
F LRFD Only
F LRFD Only
F LRFD Only
Tension Design Check: (Reference: 2005 NDS) VSE ($, 06. ScKtE 1S Pt*.
.'AIT co,tiat e r
Withdrawal Design Value (W): l atf.!•f .f` / 't n' ' ' f % Aj' 10 tr.
Adjusted Design Value, W' = W(CD)(C�,,)(C,)(Ceg)(P)(KF)(4)t)(A) (Ch. 10, Table 10.3.1) `
Ref. Design Value, W = N/A Ib/in (Ch. 11, Table 11.2A)
Load Duration Factor, CD = 1.6
Wet Service Factor, CM = 1.0
Temperature Factor, C, = 1.0
End Grain Factor, Ceg = 1.00
Conversion Factor, KF = N/A
Resistance Factor, 4): = N/A
Time Effect Factor, A = N/A
W' = N/A Ib/in
niW P = N/A Ib
n,W'p Z T
OK, D/C = NIA
No Design for Withdrawal since T = 0 lb
1
QUANTUM
CONSULTING ENGINEERS
Project: Andover building
Date: 06/10/13
Project No.: 13123
Designer: TJS
Client: Hermanson
Sheet:
/ l
March 12, 2014
Jennifer Nelson
Hermanson Company
1221 Second Ave N
Kent, WA 98032
City of Tukwila
Jim Haggerton, Mayor
Department of Community Development Jack Pace, Director
RE: Request for Extensions
Permit Numbers M13-066, M13-089, & M13-108
Dear Ms. Nelson,
This letter is in response to your written request for an extension to permits M13-066, M13-089, and
M13-108. The Building Official has reviewed your letter and considered your request to extend the above
referenced permits. It has been determined that the City of Tukwila Building Division will be granting an
extension to the permits through October 6, 2014 provided at least one inspection is approved on each of
the permits prior to expiration of the extension.
If you should have any questions, please contact our office at (206) 431-3670.
Sincerely,
File: Permit No. M13-066, M13-089, & M13-108
W:\Permit CenteAExtension Letters\Permits\2013V1113-066 Permit Extension.docx
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
Bill Rambo
From: Jennifer Nelson <jen.nelson@hermanson.com>
Sent: Thursday, March 06, 2014 2:11 PM
To: Bill Rambo
Subject: Permit Extension Request
Mr. Rambo,
We would like to request an extension on the following permits:
M13-066
M13-089 —�` I e vbL`{-�o
4,4e,
M 13-108 '�/
Oki 4thoL
We will be ready to call for final within the next 2 weeks.D!���
Thanks,
Jennifer Nelson
Project Manager
Hermanson
direct 253-796-5834 1 main 206-575-9700 1 fax 206-575-9800
1221 2nd Ave North, Kent, Washington 98032
www.hermanson.com
Please consider the environment before printing this e-mail
Jennifer Nelson
Project Manager
Hermanson
direct 253-796-5834 1 main 206-575-9700 1 fax 206-575-9800
1221 2nd Ave North, Kent, Washington 98032
www.hermanson.com
Please consider the environment before printing this e-mail
1
6< �o (� dv L a.7 �'
t AI 4- d4/914al`®rr,
15 r,Q-ssecL psts'IA
�x6rr�U, (®.v 0 - 'f 4�-1.4e
IRbt IVSD
CRY OF TUKW lA
R0 6 2014
PERMIT CENTER
tA-0 1D1D(PtH
3/3/2014
City of Tukwila
Department of Community Development
KIRSTEN FAUSKO
1221 2ND AV N
KENT, WA 98032
RE: Permit No. M13-108
ANDOVER BUILDING
130 ANDOVER PK E
Dear Permit Holder:
Jim Haggerton, Mayor
Jack Pace, Director
New Inspection Request Line
206 438-9350 9350
In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building
Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National
Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and
become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of
such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun
for a period of 180 days. Your permit will expire on 4/7/2014.
Based on the above, you are hereby advised to:
1) Call the City of Tukwila Inspection Request Line at 206-431-2451 to schedule for the next or final inspection. Each
inspection creates a new 180 day ; eriod, provided the inspection shows progress.
-or-
2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire.
Address your extension request to the Building Official and state your reason(s) for the need to extend your permit.
The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your
extension request is granted, you will be notified by mail.
In the event you do not call for an inspection and/or receive an extension prior to 4/7/2014, your permit will become null and void
and any further work on the project will require a new permit and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
Jenn
er
51,X
fer Marshall
t Technician
File No: M13-108
6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
"EMIT COM COPY
PLAN REVIEW/ROUTING SLIP
ACTIVITY NUMBER: M13-108
PROJECT NAME: ANDOVER BUILDING
SITE ADDRESS: 130 ANDOVER PK E
X Original Plan Submittal Response to Incomplete Letter #
DATE: 06-14-13
Response to Correction Letter #
Revision # After Permit Issued
DEPARTMENTS: lie_ ,
'WC tr
building Division
Public Works Ti
Fire PreveANN/4..241.19
ntion Planning Division
Structural
Permit Coordinator
1
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
171
Incomplete
DUE DATE: 06-18-13
Not Applicable
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials:
TUES/THURS ROUTING:
Please Route IT Structural Review Required n No further Review Required
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
Approved
Notation:
Approved with Conditions
DUE DATE: 07-16-13
Not Approved (attach comments)
REVIEWER'S INITIALS: DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections:
Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials:
Documents/routing slip.doc
2-28-02
Contractors or Tradespeople Pilger Friendly Page
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 HERMANSON COMPANY LLP UBI No. 602004844
Phone 2065759700 Status Active
Address 1221 2Nd Ave N License No. HERMACL005BJ
Suite/Apt. License Type Construction Contractor
City Kent Effective Date 1/11/2000
State WA Expiration Date 8/25/2014
Zip 980322945 Suspend Date
County King Specialty 1 General
Business Type Limited Liability Partnership Specialty 2 Unused
Parent Company
Other Associated Licenses
License
Name
Type
Specialty 1
Specialty
2
Effective
Date
Expiration
Date
Status
HERMAC'016RN
HERMANSON
CORPORATION
Construction
Contractor
General
Unused
1/11/2000
8/21 /2002
Archived
HERMAC*217NT
HERMANSON
CORPORATION
Construction
Contractor
Air
Heat,Ventilation,Evaporat
Metal
Fabrication
8/30/1979
8/21/2000
Archived
Business Owner Information
Name
Role
Effective Date
Expiration Date
NICOLAISEN, KNUT H
Partner/Member
08/05/2010
Amount
BROCK, DANIEL L
Partner/Member
08/05/2010
GL0370326109
FOX, DEAN M
Partner/Member
08/05/2010
HENGEL, STEPHEN A
Partner/Member
08/05/2010
American
Zurich
Insurance Comp
DYCKMAN, KENNETH A
Partner/Member
08/05/2010
ROBINETT, PAUL J
Partner/Member
08/05/2010
9
HERMANSON, RICHARD L
Partner/Member
01/01/1980
08/21/2011
ALMON, KEVIN
Partner/Member
01/01/1980
08/05/2010
MACDONALD, JAMES
Partner/Member
01/01/1980
08/05/2010
Bond Information
Page 1 of 2
Bond
Bond Company Name
Bond Account Number
Effective Date
Expiration Date
Cancel Date
Impaired Date
Bond Amount
Received Date
4
WESTERN SURETY CO
929381801
01/01/2006
Until Cancelled
$12,000.00
12/01/2005
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
11
American
Zurich
Insurance Comp
GL0370326109
08/21/2012
08/21/2013
$1,000,000.0008/14/2012
10
American
Zurich
Insurance Comp
GL0370326108
08/21/2011
08/21/2012
$1,000,000.0008/18/2011
9
American
Zurich Ins Co
GL0370326107
08/21/2010
08/21/2011
$1,000,000.0008/18/2010
8
ZURICH
AMERICAN INS
CO
GL0370326106
08/21/2008
08/21/2010
$1,000,000.0008/24/2009
7
`,
08/21/2004
08/21/2008
$1,000,000.00
08/20/2007
httns://fortress.wa. gov/lni/bbin/Print.asnx
07/03/2013
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ABOVE FINISHED GRADE
AIR HANDLING UNIT
ALUMINUM
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ARCHITECT
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BACKDRAFT DAMPER
BELOW FLOOR
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BUILDING
BOTTOM OF DUCT
BOTTOM OF PIPE
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BIRD SCREEN / BLACK STEEL
BRITISH THERMAL UNIT
BRITISH THERMAL UNITS PER HOUR
CAPACITY
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CONDENSER WATER RETURN
CONDENSER WATER SUPPLY
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CONTINUOUS/CONTINUATION
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CUBIC/CONDENSER UNIT
DOMESTIC COLD WATER/CONDENSER WATER
DUCTBOARD/DRY BULB/DECIBEL
DIRECT DIGITAL CONTROL
DEFLECTION
DEGREE/DEGREES
DIAMETER
DAMPER
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EXHAUST
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EGGCRATE GRILLE/END CAP/ELEC CONTRACTOR
ENERGY EFFICIENT RATING
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EXISTING
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FIRE DAMPER
FIRE DEPARTMENT CONNECTION
FINISHED FLOOR
FURNISHED AND INSTALLED BY CONTRACTOR
FURNISHED AND INSTALLED BY OWNER
FULL LOAD AMPS
FLEXIBLE
FLOOR
FLAT ON BOTTOM
FURNISHED BY OTHERS,
INSTALLED BY CONTRACTOR
FLAT ON SIDE
FLAT ON TOP
FIRE PROTECTION
FEET PER MINUTE
FIRE/SMOKE DAMPER
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FUTURE
FACE VELOCITY
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HIGH WALL TRANSFER GRILLE
HOT WATER RETURN
HOT WATER SUPPLY
HEAT EXCHANGER
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INTERNATIONAL BUILDING CODE
INDUSTRIAL COLD WATER
INSIDE DIAMETER/DIMENSION
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NTEGRATED ENERGY EFFICIENCY RATIO
NTERNATIONAL MECHANICAL CODE
NCHES
NCHES WATER GAUGE
NTEGRATED PART LOAD VALUE
KILOWATTS
LEAVING AIR TEMPERATURE
LB/LBS POUND/POUNDS
LF/LIN FT LINEAL FOOT/FEET
LPG LIQUID PROPANE GAS
LPS LOW PRESSURE STEAM
LVG
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LOW WALL GRILLE
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MAXIMUM
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MINIMUM CIRCUIT AMPACITY
MOTORIZED DAMPER
MANUFACTURER
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MINIMUM/MINUTE
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MOUNT
MOUNTED
MAKE-UP WATER
NOT APPLICABLE
NC NORMALLY CLOSED/NOISE CRITERIA
NG/NGAS NATURAL GAS
NIC NOT IN CONTRACT
NO NORMALLY OPEN/NUMBER
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N -R NON-RESIDENTIAL
OA/OSA OUTSIDE AIR
OBD OPPOSED BLADE DAMPER
OD OUTSIDE DIAMETER/DIMENSION
PCF POUNDS PER CUBIC FOOT
PD PRESSURE DROP
PH PHASE
POC POINT OF CONNECTION
P/PRESS PRESSURE
PSI POUNDS PER SQUARE INCH
PSIG POUNDS PER SQUARE INCH GAUGE
QTY QUANITY
R RETURN GRILLE/RELOCATED/RETURN
RA RETURN AIR
RD/RND ROUND
REF
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SEASONAL ENERGY EFFICIENCY RATING
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SCREENED OPENING
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STATIC PRESSURE
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STAINLESS STEEL
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TEMPERATURE/TEMPORARY
TO BE DETERMINED
TOP OF DUCT
TOP OF STEEL/TOP OF SLAB
TOTAL
TOTAL STATIC PRESSURE
THERMOSTAT
TYPICAL
UNIT HEATER
UNLESS NOTED OTHERWISE
VOLT
VOLUME DAMPER
VELOCITY
VERTICAL
VARIABLE FREQUENCY DRIVE
VOLUME
WRAPPED DUCT
WET BULB
WATER GAUGE
WITH
WITHOUT
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WASHINGTON STATE ENERGY CODE
SEPARATE PERMIT
REQUIRED FOR:
Q Methanicai
14 Electrical
Plumbing
Gas Piping
City of Tukwila
BUILDING DIVISION
MECHANICAL LEGEND
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ROUND DUCT UP/TOWARD
ROUND DUCT - DN/ AWAY
FLATOVAL DUCT - UP/ TOWARD
FLATOVAL DUCT - DN/ AWAY
DUCT OVERLAP
BOOT TAP
45' TAP
VOLUME DAMPER
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TRANSITION
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DUCT MOUNTED SMOKE DETECTOR
BACK DRAFT DAMPER
FLEXIBLE DUCT
AIR FLOW (FORCED AIR)
1 6X 16SL
%EMS&
COMBINATION FSD
FIRE DAMPER
SMOKE DAMPER
MOTOR OPERATED DAMPER
ACCESS DOORS
SOUND TRAP
FLEX CONNECTION
ACOUSTICALLY LINED DUCT (SL)
FABRIC DUCT
CLEARANCE
SUPPLY AIR DIFFUSER
(WITH CORE BLANKOFF)
CEILING RETURN, TRANSFER OR
EXHAUST AIR GRILLE
® SLOTTED DIFFUSER (PLAN VIEW)
Qx REVISION CLOUD & TRIANGLE
##0 ROUND DUCT SYMBOL
##X## 0 FLATOVAL DUCT SYMBOL
DEGREES SYMBOL
® POINT OF CONNECTION
CD1-100 GRD TAG IDENTIFIER = TYPE -CFM
80 SIZE
T'STAT/TEMP SENSOR ®o CARBON DIOXIDE
HUMIDITY SENSOR SENSOR
SD SMOKE DETECTOR ()CARBON MONOXIDE
SP STATIC PRESSURE SENSOR SENSOR
1 1
-r=
z da z
z-CHWS /CHWR-s
z- RL/RS-5
2- NG
Z--- LPG -5
Z--CDWS /CDWR-S
z-HWS/HWR-5
COND -5
FOV -5
FOS / FOR -s
RDG -5
EXISTING DUCTWORK
DEMO DUCTWORK
WALL -MOUNTED GRILLE
PIPE ELBOW UP
PIPE ELBOW DN
DIRECTION OF FLOW
DIRECTION OF SLOPE DOWN
PLUG OR CAP
PRESS REDUCING ASSEMBLY
SOLENOID VALVE
PUMP
CHILLED WATER SUPPLY/RETURN
REFRIGERANT LIQUID/SUCTION
NATURAL GAS
LIQUID PROPANE GAS
CONDENSER WATER SUPPLY/RETURN
HEATING WATER SUPPLY/RETURN
CONDENSATE
FUEL OIL VENT
FUEL OIL SUPPLY/RETURN
REFRIGERANT DISCHARGE GAS
MECHANICAL GENERAL NOTES
1. WORK SHALL CONFORM TO APPLICABLE CODES AND REGULATIONS, INCLUDING, BUT NOT LIMITED TO THE 2009 IBC, 2009 WSEC, 2009 IMC.
2. DIMENSIONS ARE TO FACE OF STUD, CONCRETE, OR MASONRY UNLESS NOTED OTHERWISE.
3. DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN.
4. VERIFY EXISTING CONDITIONS, DIMENSIONS, DETAILS, ETC. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK.
5. WHEN CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, DETAILS SHALL BE THE SAME
AS FOR OTHER SIMILAR WORK. IF ADDITIONAL QUESTIONS REMAIN, CONTACT THE ENGINEER PRIOR TO PROCEEDING.
6. ALL STRUCTURAL OPENINGS AND PLATFORMS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR UNLESS NOTED OTHERWISE.
7. DUCT SEALING AND CONSTRUCTION TO MEET SMACNA AND ENERGY CODE REQUIREMENTS. UNLESS OTHERWISE NOTED, LOW PRESSURE DUCTWORK
(DOWNSTREAM OF VAV BOXES, CONSTANT VOLUME AC SYSTEMS, TOILET EXHAUSTS, ETC.) TO MEET 2" CONSTRUCTION STANDARDS WITH
SEAL CLASS C. MEDIUM PRESSURE DUCTWORK (UPSTREAM OF VAV BOXES, HIGH VELOCITY EXHAUSTS, ETC.) TO MEET 4" CONSTRUCTION STANDARDS
WITH SEAL CLASS A. DUCT RISERS IN SHAFTS WITH DAMPERED PENETRATIONS TO MEET 6" CONSTRUCTION STANDARDS WITH SEAL CLASS A.
8. ALL CEILING DIFFUSERS ARE 4 -WAY THROW UNLESS NOTED OTHERWISE.
9. ALL DUCT DIMENSIONS ARE CLEAR INSIDE DIMENSIONS AFTER LINING HAS BEEN ACCOUNTED FOR.
10. OUTSIDE AIR INTAKES ON ALL AIR HANDLING UNITS SHALL BE 10 FEET AWAY FROM ANY FUEL BURNING EQUIPMENT OR 3 FEET BELOW
ANY PLUMBING VENT OR EXHAUST OUTLET WITHIN 10 FEET
11. ALL AIR ECONOMIZERS SHALL BE CAPABLE OF THE FOLLOWING:
- 0% TO 100% OF THE DESIGN SUPPLY AIR
- CONTROLLED BY A CONTROL SYSTEM DETERMINING IF THE OUTSIDE AIR CAN MEET PART OR ALL OF THE BUILDING COOLING LOADS.
- INTEGRATED TO PROVIDE PARTIAL COOLING EVEN WHEN MECHANICAL COOLING IS REQUIRED.
12. OUTSIDE AIR INTAKE, RELIEF, AND EXHAUST OPENINGS SHALL BE EQUIPPED WITH MOTORIZED (OR GRAVITY DAMPERS PER
EXCEPTIONS IN 1412.4.1) WHICH CLOSE AUTOMATICALLY WHEN SYSTEM IS OFF OR UPON POWER FAILURE.
13. THE CONTROL SYSTEM SHALL BE 7 -DAY PROGRAMMABLE, CAPABLE OF BEING SET FOR SEVEN (7) DIFFERENT DAY TYPES PER WEEK,
AND CAPABLE OF A DEADBAND SETTING OF AT LEAST 5T (1O'F FOR RESIDENTIAL), BETWEEN THE HEATING AND COOLING SETPOINTS. AHU CONTROL
SYSTEM SHALL INCLUDE A MICROPROCESSOR AND BE CAPABLE OF RESLI IING SUPPLY AIR TEMPERATURES BY REPRESENTATIVE BUILDING LOADS.
14. RECORD DRAWINGS OF THE ACTUAL INSTALLATION SHALL BE PROVIDED TO THE BUILDING OWNER WITHIN 90 DAYS OF THE DATE
OF SYSTEM ACCEPTANCE PER THE WASHINGTON STATE ENERGY CODE. AN OPERATING MANUAL AND MAINTENANCE MANUAL
SHALL BE PROVIDED TO THE BUILDING OWNER. ALL HVAC SYSTEMS SHALL BE BALANCED AND A WRITTEN BALANCING REPORT
SHALL BE PROVIDED TO THE OWNER. HVAC CONTROL SYSTEMS SHALL BE TESTED TO ENSURE THAT THEY OPERATE IN ACCORDANCE
WITH APPROVED PLANS. A PRELIMINARY COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS SHALL
BE PREPARED PRIOR TO ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY. A COMPLETE FINAL COMMISSIONING REPORT OF
TEST PROCEDURES AND RESULTS SHALL BE PROVIDED TO THE OWNER. COMMISSIONING, SYSTEM BALANCING, RECORD DRAWINGS
AS REQUIRED PER THE WASHINGTON STATE ENERGY CODE.
15. MECHANICAL SYSTEMS SHALL COMPLY WITH SEISMIC RESTRAINT REQUIREMENTS OF THE BUILDING CODE, SMACNA AND ASCE 7. ALL LIFE
SAFETY OR HAZARDOUS MATERIAL RELATED SYSTEMS SHALL BE DEEMED AN Ip=1.5 FOR RESTRAINT METHODS OR AS NOTED ON THE DRAWINGS.
REFER TO CODES FOR INSTALLATION REQUIREMENTS AND EXCEPTIONS BASED ON SIZING, WEIGHTS AND MOUNTING HEIGHTS.
16. PROVIDE EARTHQUAKE RESTRAINTS FOR HVAC EQUIPMENT AS REQUIRED BY SMACNA SEISMIC RESTRAINT MANUAL, SEISMIC HAZARD B.
WIRES FOR CEILING SYSTEM ETC. SHALL NOT BE HUNG OFF HVAC EQUIPMENT OR HVAC EQUIPMENT SUPPORTS.
17. PROVIDE FIRE AND COMBINATION FIRE/SMOKE DAMPERS WHERE SHOWN ON PLANS AND WHERE REQUIRED PER CODE.
18. ALL PIPING PENETRATIONS THROUGH RATED ASSEMBLIES SHALL BE SEALED WITH AN UL APPROVED FIRE CAULKING.
19. SMOKE DETECTORS PROVIDING AUTOMATIC SHUTDOWN SHALL BE PROVIDED FOR HVAC EQUIPMENT DELIVERING IN EXCESS OF
2000 CFM [INCLUDING MULTIPLE UNITS DUCTED INTO COMMON DISTRIBUTION OR RETURN, WITH AN AGGREGATE SUPPLY GREATER
THAN 2000 CFM] OR EACH STORY OF RETURN SYSTEMS OVER 15,000 CFM IN A MULTI -STORY INSTALLATION, PER CODE.
SMOKE DETECTORS SHALL BE FIC (ELEC) UNO. POWER -WIRING AND INTERLOCK TO FIRE ALARM SYSTEM BY ELECTRICAL CONTRACTOR AS APPLICABLE.
20. MECHANICAL ACCESS PANELS SHALL BE PROVIDED BY MECHANICAL CONTRACTOR AND INSTALLED BY GENERAL CONTRACTOR.
21. ALL MOTOR STARTERS NOT SHOWN IN EQUIPMENT SCHEDULES SHALL BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR.
MOTOR EFFICIENCIES TO MEET OR EXCEED CODE MINIMUM.
22. FOR ALL "SEALED AIR TIGHT" SHAFTS OR ROOMS, THE FOLLOWING SHALL OCCUR:
- ALL VERTICAL JOINTS & CORNERS INSIDE THE SHAFT SHALL BE PROVIDED WITH A CONTINUOUS SEAL FOR THE LENGTH OF THE JOINT, (BY GC).
-TOP AND BOTTOM WALL TRACKS SHOULD BE CAULKED ALONG THEIR ENTIRE LENGTH (BY GC).
- ANY FLOOR DECKING PERPENDICULAR TO THE SHAFTp� SHALL BE CAULKED (BY GC). ))FILLING WITH ROCK WOOL IS NOT ACCEPTABLE
- - USE PENETRATIONS
OF OF THE 20E 09EIBCOFOR MAXOALLOWABL LEAKAGE AREA, FOLLOWING THE GLL UIDELINES FOR FOR TIGHTSSTAIR SHAFT CONSTRUCTION.
-ALL DOORS SHALL BE PROVIDED WITH TIGHT FITTING GASKETS, AND OPEN AGAINST THE DIRECTION OF ROOM/SHAFT PRESSURE.
23. MAXIMUM LENGTH OF FLEXIBLE DUCT SHALL BE 12 FEET. REFER TO INSTALLATION DETAILS FOR SUPPORT REQUIREMENTS.
FLEXIBLE DUCT FLAME SPREAD RATING SHALL BE < 25 AND SMOKE DEVELOPED RATING SHALL BE < 50. USE FLEXIDUCT
MODEL G -KM FOR LOW AND MEDIUM PRESSURE APPLICATIONS OR APPROVED EQUAL.
24. LOCATION AND DETAILS OF EQUIPMENT, DUCT ROUTING, AND CONNECTIONS ARE APPROXIMATE. COORDINATE FINAL LOCATIONS WITH
OTHER TRADES. INSTALL IN ACCORDANCE WITH APPROVED SUBMITTALS AND DETAIL DRAWINGS WHEN APPLICABLE.
25. FOR RESIDENTIAL INSULATION ON DUCTWORK AND PIPING SEE ENERGY CODE CHAPTER 5 AND TABLES 5-11' AND 5=12:
REVISIONS
No changes shall be made 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.
MINIMUM DUCT INSULATION .. LAST UPDATED 10/05/12
DUCT TYPE
DUCT LOCATION IN HEATED AND MECHANICALLY COOLED DUCT SYSTEM
N -R INSULATION
R -VALUE
RESID INSULATION
R -VALUE
REMARKS
SUPPLY, RETURN
NOT WITHIN CONDITIONED SPACE: ON EXTERIOR OF BUILDING, ON ROOF,
IN ATTIC, IN ENCLOSED CEILING SPACE, IN WALLS, IN GARAGE, IN CRAWL SPACES
R-7
R-8
1,2,3
OUTSIDE AIR
WITHIN CONDITIONED SPACE
VARIES
R-8
1,2,4,5
SUPPLY, RETURN,
OUTSIDE AIR
NOT WITHIN CONDITIONED SPACE:
IN CONCRETE, IN GROUND
R-5.3
R-5.0
1,2
SUPPLY AIR
<55' OR >105'
WITHIN CONDITIONED SPACE
R-3.3
NOT REQ
1,2
1 REFER TO ENERGY CODE SECTION 1414.2 FOR FURTHER REQUIREMENTS
2 INSULATED COOLED DUCTS REQUIRED A VAPOR RETARDER (PERM < 0.5) AND SEALED JOINTS
3 WEATHERPROOF BARRIER REQUIRED AROUND DUCTWORK TO MAINTAIN WATER TIGHTNESS
4 INSULATE OUTSIDE AIR DUCTS TO BUILDING ENVELOPE LEVEL PER ENERGY CODE CHAPTER 13
UNTIL CONNECTED TO EQUIPMENT SERVED OR TO THE CODE REQUIRED SHUTOFF DAMPER (THEN R-7 FOR REST OF INSTALLATION)
5 R-7 CAN BE USED IN LIEU OF BUILDING ENVELOPE INSULATION LEVEL IF: DEDICATED OUTSIDE AIR SYSTEM AND LESS THAN 2,800 CFM
MINIMUM PIPE INSULATION LAST UPDATED: 01/09/13
FLUID DESIGN
OPERATING
TEMP T
INSULATION CONDUCTIVITY
NOMINAL PIPE DIAMETER (IN)
CONDUCTIVITY
RANGE
MEAN TEMP
RATING 'F
RUN
OUTS*
<1
1 TO
<1-1/2
1-1/2 TO
<4
4 TO
<8
>8
HEATING SYSTEMS (STEAM, CONDENSATE, HYDRONIC HOT WATER, DOMESTIC HOT WATER)
>350
0.32-0.34
250
3.0
3.0
3.5
3.5
4.5
4.5
251-350
0.29-0.32
200
2.0
2.0
3.0
3.5
3.5
3.5
201-250
0.27-0.30
150
2.0
2.0
2.0
2.5
2.5
2.5
141-200
0.25-0.29
125
1.5
1.5
1.5
1.5
2.0
2.0
105-140
0.22-0.28
100
1.0
1.0
1.0
1.5
1.5
1.5
DOMESTIC COLD WATER AND HORIZONTAL RAIN LEADERS TO FIRST VERTICAL RAIN LEADER
40-60
0.22-0.28
100
0.5
0.5
0.5
0.5
0.5
0.5
COOLING SYSTEMS (CHILLED WATER, BRINE AND REFRIGERANT, WATERSIDE ECONOMIZER SYSTEMS)**
40-60
0.22-0.28
100
1.0
1.0
1.0
1.5
1.5
1.5
<40
0.22-0.28
100
1.0
1.0
1.5
1.5
1.5
2.0
* NOT REQUIRED FOR <1-1/4" HEATING PIPE BETWEEN CONTROL VALVE & COIL, IF <4 FEET FROM COIL
** TYPICAL CONDENSER WATER PIPE IN NON -ECONOMIZER SYSTEMS DOES NOT REQUIRE INSULATION
Plan review
Approval of
the violation of any
: s, Reid
DRAWING INDEX
SHEET NO.
SHEET TITLE
CURRENT
REVISION
M0.00
LEGEND, ABBREVIATIONS, GENERAL NOTES, & SHEET INDEX - HVAC
M0.01
SCHEDULES SHEET - HVAC
M2.R1D
ROOF DEMO PLAN - HVAC
M2.R1
ROOF PLAN - HVAC
M5.01
ELEVATION & DPD ZONING - HVAC
APN NUMBER
0223100040
LEGAL DESCRIPTION
ANDOVER INDUSTRIAL PARK #2 PORTION TAXABLE
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JUL 0 2 2013
05Andover Marl ' , Seatt
:81 SSS.
oreckrons 6rtdingSavezat
VICINITY MAP
NO SCALE
FILE copy SITE MAP
No. AV2)_1,V9- NO SCALE
City Of 1Ukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
JUN 1 4 2013
PERMIT CENTER
l3lO8
ISSUE FOR PERMIT
r�
Hermanson
Hermanson Company LLP
1221 2nd Avenue North
Kent, Washington 98032
Tel: (206) 575-9700
Fax: (206) 575-9800
www.hermanson.com
Contractor Reg #: HERMACLOO5BJ
ANDOVER BLDG
AIR HANDLING UNIT
REPLACEMENT
130 ANDOVER PARK EAST
TUKWILA, WA 98188-2909
Revisions
_ 06/14/13 MG ISSUE FOR PERMIT
No. Date By Description
Design
Design Team
MG
Drawn FP
Checked DN
Scale AS NOTED
Drawing Number C-0375-00379
Project Number 11-13-00379
Issue Date 04/12/13
LEGEND, ABBREVIATIONS,
GENERAL NOTES & SHEET
INDEX - HVAC
M0.00
REPLACEMENT T SCHEDULE
AIR HANDLING G UNIT LAST UPDATED: 04/18/13
UNIT
TAGLOCATION
SERVES
BASIS OF
DESIGN
EAT °F
MIN SAT
DB
SUPPLY
CFM
OSA
CFM
ESP
IN' WG
CHILLED WATER COOLING COIL
RETURN FAN
SUPPLY FAN
ELEC
NOISE
dB
WEIGHT
LBS
REMARKS
DB
WB
0
EWT F
LWT °F
GPM
PD FT `HD
TOTAL;BTUH
SENS. BTUH
TYPEQTY
HP
TYPE
QTY
HP
MCA
MOCP
VPH
AHU-1
ROOF
FIRST FLOOR VAV'S
TRANE CWCO5H11-45x48R
78
64
55
6,000
600
1.50
44
54
38
6.5
182,374
155,040
PLENUM
1
3
PLENUM
1
7 1/2
40.9
60
208/3
79
6,100
1-10
AHU-2
ROOF
SECOND FLOOR VAV'S
TRANE CWCO6H08-54x64R
78
64
55
10,000
1,000
2.50
44
54
50
15.3
313,170
258,823
PLENUM
1
5
PLENUM
1
10
55.2
80
208/3
84
6,500
1-10
AHU-3
ROOF
THIRD FLOOR VAV'S
TRANE CWCO6H08-54x64R
78
64
55
10,000
1,000
2.50
44
54
50
15.3
313,170
258,823
PLENUM
1
5
PLENUM
1
10
55.2
80
208/3
84
6,500
1-10
NOTES:
1 UNIT CAPACITY RATED AT 85/67 OUTSIDE AIR DESIGN TEMPERATURES, INDOOR TEMPERATURES AT 75°F COOLING /70°F HEATING
2 ELECTRICAL CONTRACTOR TO PROVIDE SCCR PROTECTION FOR EQUIPMENT AS REQUIRED BY NATIONAL ELECTRICAL CODE.
MANUFACTURER TO PROVIDE SCCR LISTING (5 KAIC MINIMUM) INSIDE CONTROL PANEL AS REQUIRED BY NATIONAL ELECTRICAL CODE.
3 FOR UNITS WITH SHIPPING SPLITS, SECTION TO SECTION FIELD ELECTRICAL CONNECTIONS TO BE BY ELECTRICAL CONTRACTOR
4 ELECTRICAL WIRING STARTERS AND DISCONNECTS (AS REQUIRED) TO BE PROVIDED AND INSTALLED BY ELECTRICAL SUBCONTRACTOR
5 REPLACEMENT UNIT TO MATCH THE AIRFLOW CONFIGURATION OF EXISTING UNITS, SEE PLANS FOR DETAILS
6 VFD DRIVES PROVIDED ON SUPPLY AND EXHAUST FANS
7 REPLACEMENT UNITS PROVIDE WITH 100% AIR ECONOMIZER , DIRTY FILTER ALARM ROOF ADAPTOR CURB AND STAINLESS STEEL DRAIN PAN
8 REUSE EXISTING RETURN AIR SMOKE DETECTOR REPLACE IF WITH NEW IF REQUIRED - BY CONTROLS CONTRACTOR
9 PROVIDED WITH SINGLE POINT POWER CONNECTION
10 FOR TRADE COORDINATION REFER TO APPROVED EQUIPMENT SUBMITTALS
INSTALL PER MANUFACTURER RECOMMENDATION
REVIEVVE
DFOR
CODE COMPLIANCE
APPROVED
JUL 0 2 2013
City of Tukviila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
JUN 1 4 2013
PERMIT CENTER
ISSUE FOR PERMIT
hyo
ermanson
Hermanson Company LLP
1221 2nd Avenue North
Kent, Washington 98032
Tel: (206) 575-9700
Fax: (206) 575-9800
www.hermanson.com
Contractor Reg #: HERMACLOO5BJ
ANDOVER BLDG
AIR HANDLING UNIT
REPLACEMENT
130 ANDOVER PARK EAST
TUKWILA, WA 98188-2909
Revisions
06/14/13 MG ISSUE FOR PERMIT
No. Date By Description
Design Team
Design MG
Drawn FP
Checked DN
Scale AS NOTED
Drawing Number C-0375-00379
Project Number 11-13-00379
Issue Date 04/12/13
EQUIPMENT SCHEUDLE
- HVAC
MO.O1
;1
M--
1
•
id
I.T.,
T.-, j•• V
111
MULTIZONE
AHU-2
ro
EXAUST FAN
(iyp)
m •
• :
••
• • i •• • •
.• •
•
, I i
• I
! ! ! ! !
• • : . •
•
ROOF DEMO PLAN HVAC
SCALE: 1/8" = —0"
ELECTRICAL
EQUIPMENT
DESIGN NOTE:
0 DEMO EXISTING MULTIZONE ROOFTOP CHILLED WATER AIR HANDLING UNITS.
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JUL 02 2013
City of Tukwila
BUILDING DIVISION
jV1HO
RECEIVED
CITY OF TUKWILA
JUN 1 4 2013
PERMIT CENTER
ISSUE FOR PERMIT
Hermanson
Hermanson Company LLP
1221 2nd Avenue North
Kent, Washington 98032
Tel: (206) 575-9700
Fax: (206) 575-9800
www.hermanson.com
Contractor Reg #: HERMACLOO5BJ
ANDOVER BLDG
AIR HANDLING UNIT
REPLACEMENT
130 ANDOVER PARK EAST
TUKWILA, WA 98188-2909
Revisions
06/14/13 MG ISSUE FOR PERMIT
No. Date By Description
Design
Design Team
MG
Drawn FP
Checked DN
Scale AS NOTED
Drawing Number C-0375-00379
Project Number 11 — 13-00379
Issue Date 04/12/13
ROOF DEMO PLAN
- HVAC
M2.R1 D
COD
ROOF PLAN - HVAC
SCALE: 1/8" =
EXAUST FAN
(TYP)
ELECTRICAL
EQUIPMENT
REVIEWED F619
(ODE COMPLIANCE
APPROVED
JUL 0 2 2013
City of Tukwila
BUILDING DIVISION
(\C1)
DESIGN NOTES:
0 REPLACE EXISITING CHILLED WATER AIR
SCHEDULES FOR EQUIPMENT DETAILS.
REFER TO STRUCTURAL CALCULATIONS
CONNECTIONS TO EXISTING STRUCTURE.
CONNECT REPLACEMENT AIR HANDLERS
WATER PIPING 8c1 ELECTRICAL.
HANDLING UNITS WITH NEW, SEE
& MOUNTING DETAILS FOR UNIT
TO EXISTING DUCTWORK, CHILLED
HO
RECEIVED
CITY OF TUKWILA
JUN 1 4 2013
PERMIT CENTER
ISSUE FOR PERMIT
Hermanson
Hermanson Company LLP
1221 2nd Avenue North
Kent, Washington 98032
Tel: (206) 575-9700
Fax: (206) 575-9800
www.hermanson.com
Contractor Reg #: HERMACLOO5l3J
ANDOVER BLDG
AIR HANDLING UNIT
REPLACEMENT
130 ANDOVER PARK EAST
TUKWILA, WA 98188-2909
Revisions
06/14/13 MG ISSUE FOR PERMIT
No. Date By Description
Design
Design Team
MG
Drawn FP
Checked DN
Scale AS NOTED
Drawing Number C-0375-00379
Project Number 11-13-00379
Issue Date 04/12/13
ROOF PLAN
- HVAC
M2.R1
•
•
GROUND
ROOF
6'-2"
EXISTING EQUIPMENT
SCREBING
AHU-3
AHU-2
AHU-1
(BEYOND)
1'-2"
NON-OPENABLE
WINDOWS TYPICAL
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NORTH ELEVATION - HVAC
SCALE: 1/8" = 1'-0"
DPD ZONING - HVAC
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JUL 0 2 2013
City of Tukwila
BUILDING DIVISION
•
10
RECEIVED
CITY OF TUKWILA
JUN 1 4 2013
PERMIT CENTER
ISSUE FOR PERMIT
Hermanson
Hermanson Company LLP
1221 2nd Avenue North
Kent, Washington 98032
Tel: (206) 575-9700
Fax: (206) 575-9800
www.hermanson.com
Contractor Reg #: HERMACLOO5BJ
ANDOVER BLDG
AIR HANDLING UNIT
REPLACEMENT
130 ANDOVER PARK EAST
TUKWILA, WA 98188-2909
Revisions
06/14/13 MG ISSUE FOR PERMIT
No. Date By Description
Design
Design Team
MG
Drawn FP
Checked DN
Scale AS NOTED
Drawing Number C-0375-00379
Project Number 11-13-00379
Issue Date 04/12/13
NORTH ELEVATION
& DPD ZONING
- HVAC
M5.01