HomeMy WebLinkAboutPermit D03-003 - PITNEY BOWES - SEISMIC UPGRADESPITNEY BOWES
116 ANDOVER PK E
D03 -003
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
Parcel No.: 0223000060
Address: 116 ANDOVER PK E TUKW
Suite No:
Tenant:
Name: PITNEY BOWES
Address: 116 ANDOVER PK E, TUKWILA WA
Owner:
Name: PITNEY BOWES PROPERTIES INC
Address: MSC 1902, ONE ELMCROFT RD
Contact Person:
Name: JAY MYLAN
Address: 12511 238 ST SE, SNOHOMISH WA
Contractor:
Name: MY -LAN COMPANY INC
Address: 12511 238TH ST SE, SNOHOMISH, WA
Contractor License No: MYLANCI009DC
DEVELOPMENT PERMIT
DESCRIPTION OF WORK:
VOLUNTARY SEISMIC UPGRADES OF EXISTING OFFICE BUILDING
Permit Number: D03 -003
Issue Date: 01/14/2003
Permit Expires On: 07/13/2003
Phone:
Phone: 206 - 954 -7444
Phone: 360 668 -4455
Expiration Date: 02/26/2004
Value of Construction: $29,500.00 Fees Collected: $1,175.14
Type of Fire Protection: SPRINKLERS Uniform Building Code Edition: 1997
Type of Construction: Occupancy per UBC: 0016
Public Works Activities:
Curb Cut/Access /Sidewalk/CSS: N
Fire Loop Hydrant: N Number: 0 Size (Inches): 0
Flood Control Zone: N
Hauling: N Start Time: End Time:
Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y.
Landscape Irrigation: N
Moving Oversize Load: N Start Time: End Time:
Sanitary Side Sewer: N
Sewer Main Extension: N Private: N Public: N
Storm Drainage: N
Street Use: N
Water Main Extension: N Private: N Public: N
Water Meter:
Channelization / Striping:
** Continued Next Page **
doc: Devperm
D03 -003
Printed: 01 -14 -2003
Permit Center Authorized Signature:
I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and
ordinances governing this work will be complied with, whether specified herein or not.
The granting 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 development permit.
Signature:
Print Name:
doc: Devperm
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
D03 -003
Date:
Date:
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.
Printed: 01 -14 -2003
Parcel No.: 0223000060
Address: 116 ANDOVER PK E TUKW
Suite No:
Tenant: PITNEY BOWES
doc: Conditions
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
PERMIT CONDITIONS
D03 -003
Permit Number: D03 -003
Status: ISSUED
Applied Date: 01/03/2003
Issue Date: 01/14/2003
1: ** *BUILDING DEPARTMENT CONDITIONS * **
2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division.
3: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical
work will be inspected by that agency (206 - 835 - 1111).
4: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any
construction. These documents are to be maintained and available until final inspection approval is granted.
5: Bolts installed in concrete shall be special inspected (UBC Sec. 1701.5.2).
6: When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division
of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection
reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name,
permit number and type of inspection being performed.
7: The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to
the best of the inspector's knowledge, in conformance with approved plans and specifications and the applicable
workmanship provisions of the UBC.
8: Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3.
9: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997
Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition).
10: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations 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 ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this
code shall be valid.
11: ** *FIRE DEPARTMENT CONDITIONS * **
12: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following
concerns:
13: * ** SPRINKLER SYSTEMS * ** - UFC ARTICLE 10 - NFPA 13
14: Maintian sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating
and /or adding sprinkler heads.
15: Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions
and under overhangs greater than four feet wide. (NFPA 13 -4- 5.5.3.1)
16: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and
approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler
systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk
Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior to submittal
to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance
#1901)
17: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila
Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80)
18: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance
#1900 and #1901)
19: * ** BUILDING CONSTRUCTION * ** - (UFC, UBC)
20: Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and
properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed.
21: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of
such condition or violation.
Printed: 01 -14 -2003
22: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at
(206)575 -4407.
I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances
governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws
regulating construction or the performance of work.
Signature:
Print Name:
doc: Conditions
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
� A /c)//e?te
D03 -003
Printed: 01 -14 -2003
V.wll}..14. .��a.:..A.i.N..«w.wtir:or. G:✓cw a. +uv..:i .a..i..:,r:i.�.�..i « »�.
Project Name/T . r t - '
Site Address include suite nu */ er)
-
Air .A
_ ./t i
•
Existing use: ❑ Retail 171 Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital
❑ Church ❑ Manufacturing ❑ Motel /Hotel Ft Office
❑ School /College /University ❑ Other
Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital
❑ Church ❑ Manufacturing ❑ Motel /Hotel f3a, Office
❑ School /College/University ❑ Other
•';r:. �., ,
Va e of C o • struction:
Tax Parcel Number:
Property • ner:
Existing fire protection features: 91 sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify)
Will there be storage of flammable/combustible hazardous material in the building? ❑ yes p no
Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets
/
Phone:
Street Addres
■
/
C
- 2
Fax if:
Cont actor:
ae A
66
•
�.
City State /Zip:
Phone
-•- a'D._ a - ` .s
Fax ft:
It -‘4 l 97C
Street Address:
_
Arc itect:
Phone:
Street Address:
City State/Zip:
Fax #:
En the r:
g �/
2-x,
�t �ss
. - /./.J
,
-L-
Phone:
PCS 3 93 -e y �o
Street Addres
/
/
City a •:
Fax #:
-3
Conta • rson; /
w
-
/
Phone:
Street �tldress:
,
City State/Zip:
Fax
��
Descripti of work to be done (please be s ecific):
- �i- ''41.1--
-
//
41.i% ��� � i
•
Existing use: ❑ Retail 171 Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital
❑ Church ❑ Manufacturing ❑ Motel /Hotel Ft Office
❑ School /College /University ❑ Other
Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital
❑ Church ❑ Manufacturing ❑ Motel /Hotel f3a, Office
❑ School /College/University ❑ Other
/
Building Square Feet: / existing No. of Stories: L. Area of construction (sq ft): / �•a
Will there be a change of use? ❑ yes ® no
If yes, extent of change: (Attach additional sheet if necessary)
Will there be rack storage? ❑ yes Ett no
Existing fire protection features: 91 sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify)
Will there be storage of flammable/combustible hazardous material in the building? ❑ yes p no
Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets
CITY OF TUUWILA
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
(206) 431 -3670
Project Number:
Permit Number:
D o 3
Commercial / Multi - Family Tenant Improvement / Alteration Permit Application
Application and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or facsimile.
APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING:
(Additional reviews maybe determined by the Public Works Department)
❑ Curb cut/Access /Sidewalk
Size(s):
Cut
cubic yds. 0 Fill cubic yds.
❑ Sewer Main Extension
CI Water Main Extension
171 Flood Control Zone
171 Channelization /Striping
CI Fire Loop /Hydrant (main to vault) #:
CI Land Altering 0 Cu
❑ Sanitary Side Sewer #:
❑ Storm Drainage ❑ Street Use
❑ Water Meter /Exempt #: Size(s): 0 Deduct
❑ Water Meter /Permanent # Size(s):
❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule:
❑ Miscellaneous
El Landscape Irrigation
O Public
O Public
O Private
O Private
0 Water Only
❑ Hauling
Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to
possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The
building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in
Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once.
Date application accepted:
3-03
Date application expires:
'7-3
Application taken by: (initials)
PLEASE SIGN'BACK OrAPPLICATION FORM
11 /30/00
clpenniLdoc
BUILDING OWNER OR AUTHORIZED A T:
Signature:
Date: /......3.....e, 3
Print name: - (5; *1-1—,-
!
Pher��/' 7 �,,,t ty �.� 64 ,,
O�(p / I TT ,Fax i `�
7 492
Address
► 9G
City/State/Zip-
/ r7
r• .
APPLICATI(" MUST BE SUBMITTED WITH TH *LLOWING:
ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL
ENGINEER OR CIVIL ENGINEER
• ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN
> BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED
N/A SUBMITTED
❑ ❑ Complete Legal Description
❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures
(Form H -13). Business Declaration required (Form H -10).
Four (4) sets of working drawings (five(5) sets for structural work), which include :
❑ ❑ Site Plan (including existing fire hydrant location(s)
1. North arrow and scale
.2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements
3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions
4. Location of driveways, parking, loading & service areas
5. Recycle collection location and area calculations (change of use only)
6. Location and screening of outdoor storage (change of use only)
7. Limits of clearing/grading with existing and proposed topography at 2' intervals extending 5' beyond property's
boundaries
8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use
only) Z
9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those,
identify by size and species which are to be removed and saved E_.- Z
10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use CL 2
only)
11. Location and gross floor area of existing structure with dimensions and setback U O
12. Lowest finished floor elevation (if in flood control zone) (.A 0
13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). J =
4--
❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled u_
W O
❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of
any hazardous materials; dimensions of proposed tenant space. Q
❑ ❑ Vicinity Map showing location of site = • d
I— 1
El 0 I
Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack Z I—
layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of W O Lii
rack. Structural calculations are required for rack storage eight feet and over. 2
❑ in Indicate proposed construction of tenant space or addition and walls being demolished U
❑ ❑ F-
Construction details L0 W
=U
❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water 1 =
supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed Z
sprinkler system design criteria as identified by the Fire Department. U (n
2
❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. Z ~
❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds).
❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other
land use or SEPA decisions.
❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County
Department of Public Health prior to submitting for building permit application. The Department of Public
Health is located at 999 Third Avenue, Suite 700, Seattle, WA or call (206) 296 -4787. (Form H -5)
❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor
has been selected at time of application a copy of this license will be required before the permit is issued
OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ".
Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State
of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will
be required as part of this submittal
l 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.
11/30/00
clperniil. dric
.12lAC.{,13'44:: - :'. 6i
TRANSACTION LIST:
ACCOUNT ITEM LIST:
doc: Receipt
Ci'y of Tukwila
Current Pmts
6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
Parcel No.: 0223000060 Permit Number: D03-003
Address: 116 ANDOVER PK E TUKW Status: PENDING
Suite No: Applied Date: 01/03/2003
Applicant: PITNEY BOWES Issue Date:
Receipt No.: R03 -00005 Payment Amount: 1,175.14
Initials: KAS Payment Date: 01/03/2003 01:46 PM
User ID: 1684 Balance: $0.00
Payee: MY -LAN CO., INC
Amount
Payment Check 4550 1,175.14
BUILDING - NONRES
PLAN CHECK - NONRES
STATE BUILDING SURCHARGE
RECEIPT
Type Method Description
Description Account Code
000/322.100
000/345.830
000/386.904
883.50
287.14
4.50
Total: 1,175.14
4043 01/06 9710 TOTAL 1175.14
Printed: 01 -03 -2003
.,..uL...w.. .,I..i.: riS .., •, i. ti. ..: k'J,t iL,wrr.. x....'A.S..u..:Jiir: , iI.:.1�e.. .:..�1 IJ...:s...J...:.::J..i.3: a..,F,
Pr Act:
‘ isie 0(E 5
Type of Inspection:
Address: I
1 1 (0 Atv&vvea N
Date Called:
-7- 2 2 , — 0 3
Special Instructions:
Date Wanted:
a.m.
p.m.
Requester:
C'T ter
Phone No:
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 981 88
PERMIT NO.
(206)431-3670
Approved per applicable codes.
fJ Corrections required prior to approval.
COMMENTS:
Ins • ector:
)64.
7.00 REINSPECTItN FEE REQUIR . Prior to inspection, fee must be
Id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
RTn No.:
Date:
7-2-3-03
Date:
COMMENTS:
>
k— t vSv4 t.._. 1—e --c-✓ r 2 c5ti`^ ? 7- S
ve.--t e c9
- 1-22_ —Q 2, .
c C (,A t
_J- lf.s c. F . 0 T ■ o"..,,, C-Pe■1 A I `
P 0' Li
ion..1 0 k.d ,- f L, — va p p eve&
Date Wanted:
— Z3 -0'3
a.m.
p.m.
Requester:
Phone No:
-3 Go - G.G _ci 44
1
Pr eFt:
4) . +NEI o)
>
Type of Inspection:
i , c_
Address: A
1IC∎ r.10■°v" Rz
9
Date Called:
- 7-- z - 3 - C3
Special Instructions:
Date Wanted:
— Z3 -0'3
a.m.
p.m.
Requester:
Phone No:
-3 Go - G.G _ci 44
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
Approved per applicable codes.
Corrections required prior to approval.
pector:
Date:
1— 2 - 3 --° 3
47.00 REINSPE ON FEE REQUIRE - 1. Prior to inspection, fee must be
aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
COMMENTS:
Type of lnspecti
Address:
►I� rl/l� ►1p P 6
Da te Called:
01 /PI 103
Special Instructions:
�� I )5 ml,'..
� C' I' ' S
19 f('
� ,.,�� �l s,C
_
i .—e r't C •
,r-,y
... ,.-,✓. . 4-
Requester:
4 7i L Mi/er'i
B
CA_ 0
Lam..
r ldV I _
Probe
Type of lnspecti
Address:
►I� rl/l� ►1p P 6
Da te Called:
01 /PI 103
Special Instructions:
�� I )5 ml,'..
� C' I' ' S
19 f('
� ,.,�� �l s,C
_
Date Wanted:
o 7/ 103
a m.
. .fn'
Requester:
4 7i L Mi/er'i
Phone No:.
a 9 y
CS r
INSPECTION RECORD
Retain a copy with permit
NO. PERMIT
CITY. OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 431 -3670
ved per applicable codes.
3‘..° 4‘4°-
Corrections required prior to approval.
spector:
/
$47.00 REINSPECT! N FEE REQUIRED. p rior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
ceipt No.:
Date:
7 » z2 /o'
Date:
JUL -22 -2003 17:46 MAYES TESTING ENGINEERS
MAYES TESTING ENGINEERS, INC.
July 22, 2003
City of Tukwila
6300 Southcenter Boulevard, #100
Tukwila, WA 98188 -8188
Attn.: Mr. James Dunaway
Re: Pitney Bowes Tukwila
116 Andover Park East
Tukwila, WA.
MTE Project No. E3027
RECEIVED
JUL 221003
BUILDING
DEPARTMENT
FINAL LETTER
Permit # D Q� - 0,3
425 745 1737 P.02/02
Everett Office
917 -134th Street SW
Suite A -1
Everan, 98204
ph 425.742.9360
fax 425.745.1737
Tacoma Office
10029 S, Tacoma Way
Suite E -2
Tacoma. WA 98499
ph 253.584.3720
fax 253.584.3707
Portland Office
7911 NE 33rd Drive
Suite 190
Portland, OR 97211
ph 503281.7515
fax 503.281.7579
This is to advise you that special inspections are complete for the referenced project. The following
inspections were required:
1) Epoxy - grouted anchor bolt installation
Special inspections were performed for the following activities and copies of reports have been
sent to you.
1) Epoxy- grouted anchor bolt installation
All work inspected conformed to City of Tukwila approved plans, specifications, and related codes
and/or verbal or written instructions from the Engineer of Record.
Sincerely,
MAYES TESTING ENGINEERS, INC.
ichael . Dolder, P.E. 0
ce President
TOTAL P.02
• z
~
J U
00
cn
W=
r `
w
J
co a
= w
z �.
�
w ~
.D o
U •
O P—
0)-
w w ,
o.
z
w
U=
O
z •
JUL -22 -2003 17:46 MAYES TESTING ENGINEERS
MAYES 17ISnNG ENGINEERS, INC.
FaX
To: Mr. James Dunaway
Fa= 206-031-3665
Phone: 2064314674
Re: Special Inspections
Final Acceptance Letter
Pitney Bowes — Tukwila
Permit; 003-003
Mr. Dunaway,
Originals to follow via regular mail.
Respectfully Subm' ,
ark A. G - usha, P.E.
ayes Testing Engineers, Inc.
CC:
•
4
Franc Mark A. Galusha, P.E.
Paces: 1+ cover
Date: 7 -22-03
425 745 1737 P.01/02
Everett Office
917 -134th Street SW
Suite A-1
Everett, WA 98204
ph 425.742.9360
fax 425.745.1737
Q Urgent XXXFor Review ❑ Please Comment ❑ Romp Reply CI Please Recycle
Please find attached, a copy of our Final Acceptance Letter for Special Inspections
performed for the above subject project.
Please contact me at our office with any questions or concerns.
z
1 Z
c w c
G
U 0
C o
CO ILI
J
• w
w 0
LL
U1
=
I - w
z �
I- 0
z !—
w
Lu
2o
0
0 co
• 0 F-
wW
9 - - O
..z
O —
0
z
MAYES TESTING ENGINEERS, INC.
July 22, 2003
City of Tukwila
6300 Southcenter Boulevard, #100
Tukwila, WA 98188 -8188
Attn.: Mr. James Dunaway
Re: Pitney Bowes Tukwila
116 Andover Park East
Tukwila, WA.
MTE Project No. E3027
1) Epoxy - grouted anchor bolt installation
1) Epoxy- grouted anchor bolt installation
chael . Dolder, P.E.
ce President
RECEIVED
IJUL' 2 4 2003i
COMMUNITY
DEVELOPMENT
FINAL LETTER
Peumit # D03 -003
Everett Office
917.134th Street SW
Suite A -1
Everett, WA 98204
ph 425.742.9360
fax 425.745.1737
Tacoma Office
10029 S. Tacoma Way
Suite E -2
Tacoma, WA 98499
ph 253.584.3720
fax 253.584.3707
Portland Office
7911 NE 33rd Drive
Suite 190
Portland, OR 97211
ph 503.281.7515
fax 503.281.7579
This is to advise you that special inspections are complete for the referenced project. The following
inspections were required:
Special inspections were performed for the following activities and copies of reports have been
sent to you.
All work inspected conformed to City of Tukwila approved plans, specifications, and related codes
and /or verbal or written instructions from the Engineer of Record.
Sincerely,
MAYES TESTING ENGINEERS, INC.
P . row' 5.p
z
4— Z1
-J U
U0
LU •
J1—
u.
w
J
u. a
C3r
�
• z I
I— 0
Z I-
•w
U �
0 Ni
01`1
w ,
U
i
0 •
t Z
0 1—
•z
July 8, 2003
Mr. Jay Mylan
My -Lan Co., Inc.
Woodinville, WA 98072
RE: Request for Extension — Permit No. D03 -003
Pitney Bowes —116 Andover Park East
Dear Jay:
This letter is in response to your written request for an extension to Permit No. D03 -003. Since the work
is completed, as noted in your letter of July 2, 2003, the City of Tukwila Building Division will extend
your permit five (5) business days from receipt of this letter (approximately July 16, 2003), in order for
you to call and receive final inspection. Please be advised that this will be the only extension granted
for this project and no further notice will be given prior to the expiration date. A new permit and
associated fees will be required after the above -noted expiration date.
If you should have any questions, please contact our office at (206) 431 -3670.
Sincerely; "�
Ro ' ert Benedic
Building Official
RB /sks
File: Permit No. D03 -003
city of Tukwila
Steven M. Mullet, Mayor
Department of Community Development Steve Lancaster, Director
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665
Co
P.O. Box 912
Wbocirnnle, WA 99072
(360)66856 Fax (360)668 -1996
July 2, 2003
City of Tukwila
Dept. of Community Development
6300 Southcenter Blvd. Ste. 100
Tukwila, WA 98188
RE: Permit Application No. D03 -003/ 116 Andover Park East
Attn: Stefania Spencer
I have received your letter concerning our permit application.
I am requesting an extension to complete the finalization of the above project.
The work is completed but we still need to make arrangements for a field site
inspection by your department in order to complete the process sufficiently.
Please advise as to if this will be granted.
Sincerely,
zi
Jay R. Mylan
(evi ww dize.eite;ter 16
- 7- g -2Cza
Co
z
T w
u `S �`
-J C.)
Uo
U D
J • H
w 0
ga
U � d
=
w
z �
I- o
Z F-
LU
2
0
o -
0 F-
w w
� U;
I L - O
w
U N
0
z
June 6, 2003
Jay Mylan
12311 238th Street SE
Snohomish, WA 98296
RE: Permit Application No. D03 -003
116 Andover Park East
Dear Permit Holder:
In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila
Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the
Building Official under the provisions of this code shall expire by limitation and become null and void if the
building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if
the building or work authorized by such permit is suspended or abandoned at any time after the work is
commenced for a period of 180 days.
Based on the above, you are hereby advised to:
Sincerely,
Xc: Permit File No. 003 -003
Bob Benedicto, Building Official
Ciz of Tukwila
Department of Community Development Steve Lancaster, Director
• Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final
inspection.
Steven M. Mullet, Mayor
This inspection is intended to determine if substantial work has been accomplished since issuance of the permit
or last inspection; or if the project should be considered abandoned.
If such determination is made, the Building Code does allow the Building Official to approve a one -time
extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why
circumstances beyond the applicants control have prevented action from being taken.
In the event you do not call for the above inspection or request and receive an extension prior to July 13, 2003,
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.
Stefanie Spencer
Permit Technician
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431.3670 • Fax: 206 - 431 -3665
WeiAmcgorpftesimgarorstwaixsttsi
MAYES TESTING ENGINEERS, INC.
MTE No.:
Project:
Address:
Permit #:
Owner:
Architect:
Engineer:
Contractor:
Page 1
Date:
Weather:
Inspection:
REVIEWED BY:
cc:Bldg Dept -City of
E3027
PITNEY BOWES - TUKWILA
6 ver Park East, Tukwila, WA
D03.003 City of Tukwila)
Pitney Bowes
Coughlin Porter Lundeen
My -Lan Co., Inc.
2/3/03
Rain
Epoxy of threaded rod
Observed My -Lan drilling 11/16" holes, cleaning and blowing out holes for seismic bracing of
exterior walls of building. Next, My -Lan epoxied -in %" threaded rods for an embedment depth of
4W, using Simpson Strong Tie acrylic -based anchoring adhesive, as per plan page S3.1, details
4, 3, 5, 9, 10 and 15, on the south, 2 "d floor, turnbuckles on east addition; and north wall, 2 floor.
To the best of our knowledge, all items inspected today are in conformance with approved plans
and specifications.
J/
ark ` • Gtusha, P.E.
wile, Jay Mylan -My -Lan Co., Inc.
RECEWED
FEB 1 4 2003
COMMUNITY
DEVELOPMENT
INSPECTOR: Clyde Anderson
Everett Office
917 -134th Street SW
Suite A -i
Everett, WA 98204
ph 425.742.9360
fax 425.745.1737
Tacoma Office
10029 S. Tacoma Way
Suite E -2
Tacoma, WA 98499
ph 253.584.3720
fax 253.584.3707
Portland Office
7911 NE 33rd Drive
Suite 190
Portland, OR 97211
ph 503.281.7515
fax 503.281.7579
MAYES TESTING ENGINEERS, INC.
MTE No.:
Project:
Address:
Permit #:
Owner:
Architect:
Engineer:
Contractor:
Page 1
Date:
Weather:
Inspection:
Observed My -Lan drilling 11/16" holes, cleaning and blowing out holes for seismic bracing of
exterior walls of building. Next, My -Lan epoxied -in %" threaded rods for an embedment depth of
4W, using Simpson Strong Tie acrylic -based anchoring adhesive, as per plan page S3.1, details
4, 3, 5, 9, 10 and 15, on the south, 2 floor, turnbuckles on east addition; and north wall, 2 floor.
To the best of our knowledge, all items inspected today are in conformance with approved plans
and specifications.
REVIEWED BY:
cc:Bldg Dept -City of
E3027
PITNEY BOWES - TUKWILA
er Park East, Tukwila, WA
ity of Tukwila)
itney Bowes
Coughlin Porter Lundeen
My -Lan Co., Inc.
213/03
Rain
Epoxy of threaded rod
lusha, P.E.
wile, Jay Mylan -My -Lan Co., Inc.
RECEIVED
FEB 1 0 2003
COMMUNITY
DEVELOPMENT
INSPECTOR: Clyde Anderson
Everett Office
917 -134th Street SW
Suite A -1
Everett, WA 98204
ph 425.742.9360
fax 425.745.1737
Tacoma Office
10029 S. Tacoma Way
Suite E -2
Tacoma, WA 98499
ph 253.584.3720
fax 253.584.3707
Portland Office
7911 NE 33rd Drive
Suite 190
Portland, OR 97211
ph 503.281.7515
fax 503.281.7579
ACTIVITY NUMBER: D03 -003
PROJECT NAME: Pitney Bowes Seismic Upgrades
SITE ADDRESS: 116 Andover Pk E
),Original Plan Submittal
Response to Correction Letter #
DATE: 01 -03 -03
Response to Incomplete Letter #
Revision # After Permit Is Issued
DEPARTMENTS:
�,� tlwe 1-?).CC
Building Division
Publi orks
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
APPROVALS OR CORRECTIONS:
Approved ❑
Notation:
Documents/routing slip.doc
2.28 -02
0
COORD GUr Y
PLAN REVIEW /ROUTING SLIP
Approved with Conditions
50 1-1-o5
Fire Prevention
Structural
n
2&
Planning Division
Permit Coordinator
DUE DATE: 01-07-03
Complete d Incomplete ❑ Not Applicable ❑
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg p Fire ❑ Ping ❑ PW (] Staff Initials:
TUES/THURS ROUTING:
Please Route Fvf Structural Review Required ❑ No further Review Required
REVIEWER'S INITIALS: DATE:
P .RM1T
COORD COPY
DUE DATE: 2-04 -03
El
Not Approved (attach comments) ❑
REVIEWER'S INITIALS: DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping 0 PW 0 Staff Initials:
F(25.052 -000 (S /97)
DEPARTMENT OF LABOR AND INDWRIES
REGISTERED AS PROVIDED BY LAW AS
CONST CONT GENERAL
) nl i j NTREGIST.:;$#: ;; :,., EXP. DATE
CCQl f MXLi NCI009DC 02/25/2004
EFFECTIVE DATE Inc 03/03/2000
MY- LAN,COMPANY INC
12511 238TH ST SE
SNOHOMISH'WA 98296
CITY OF' TUKWILA
JAN - 3 2003
PERMIT CENTER
t ae
' � No:s
eie► - 5 �!%c "0.c
GF::A:
I . THIS STR'„ CT'JRF 90E5 `G" G NFOR4 TO PRESENT _NQ'^ -+4, AKE COVE REXIREMENTS. :- &C BEEN VOLUNTARIL
RE '' CED :N ka,. RD A,NCE WITH CHA°'ER 3 OF =E ,N I =GRM 3L, I LD I N6 GORE AND :5 n: -: N "-E CURRENT
P4a. ✓_ FOR THE FENGY .T I ON OF EXISTIN6 BU 1 LD: NE r OF T -. 5 .A6_ AND "''E OF COSETR- J I Oh .
_x: ST : N5 STRLCURE :5 BEI' VOLUNTARILY FIEN6T4ENED. ALL Ex: 5T: N6 NALL OVT- OF -FLA E
GO PS'NENT5 ARE E VA -J ATE✓ TJ CDV " MI T!- 'Qtr ,,NI FOR 3, I :DI N6 609E REO.; I RT5 EXC AS NOTED.
I Yr et/DR.KnD GON40... ! reTH 4a' 'JN!PORN Bu'L✓ N6 C01
Fr -cI 'P (1.3 ) Y'�
T
Q7 =
RID : 3.0
.'/.: =0.36
EN6INEER REGO6N I ZES T '-L.OM I N6 ' aq-1 UN I FORM 3UU I LD: N6 GODS PROVISIONS MAY NOT BE 4E7:
A. 16S2.2 Rr :'.5 FOR SHA.._OM LANG i6<5
E. 1633.2.¢.1(5; M :N :MUM HOOD TH :O( = 2;' AT Si.1BPJ_ NS
2. CONTRACTOR SHALL VERIFY AL_ EXI5T:N6 DIMENSIONS, MEMBER SIZES AND CONDITIONS PRIOR TO
C mMENG I N6 A N Y H O R K . ALL D I M E N S I O N S OF EX:5T'. N6 CONSTRUCTION .r�.Jl'i'N ON THE DRAW( N65 ARE IN'ENDED
AS G UIDELINES ONLY AND 4J5T BE VERIFIED. THE :XISTIN6 COND :TIONS 5HO N ON THE DRAWIN65 ARE BASED
E I THE cc ON SITE OBS_ERVAT I ON , 'JR 161 NAL DRAM'.N65 OR HERE ASSUmED BASED ON EX°EOT ✓ CONDITIONS.
IF HE EX . ST' N6 GOND'. T I ONS DO NOT OLOSELY 'SAT!,^ THE w ON5 SHOrs ON THE DRAW : N65 , OR IF THE
EXISTING MATER:A -5 ARE OF QUESTIONABLE OR SUBSTANDARD QUALITY, NOTIFY THE ENGINEER PR :OR TO
COM`ENGIN6 ANY WORK.
3. GONTRA.TOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES
OR PROGEDVRE5 REQUIRED TO PERFORM THE WORK.
4. CONTRACTOR - INITIATED GH.AN6E5 SHALL BE SUBMITTED IN WRITING TO THE STRJGTURAL EN6INEER FOR APPROVAL
PR:OR 70 FABRICATION OR CON5TRXTION. GHAN6E5 SHOWN ON SHOP DRAYrIN65 ON'_" HIiL NOT SATISFY THIS
REZ I REMENT.
5. DRAW :1x65 INDICATE 6c'NERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT
SPEC I F I GALL I ND I GATED BUT ARE OF SIMILAR CHARACTER TO DETAILS S H0!'dr, S I "" I LAR DETA I S OF
CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEh AND APPROVAL BY THE STRUCTURAL EN6I` R.
61✓SPEC'AL INSPECTION: EPDXY GROUTED INSTALLATIONS AND HOLDOWN INSTALLATION SHALL
'CBE SUPERVISED IN ACCORDANCE WITH SECTION '70' OF THE UBC AND THE PROJECT SPECIFICATIONS BY A
QUALIFIED 7E-STIN6 A6ENCY APPROVED BY HE ENGINEER AND THE LOCAL JJRI5DIGTION. THE STRUCTURAL EN6INEER
SHALL BE FURNISHED HIM COPIES OF ALL INSPEGTION REPORTS AND TEST RESULTS.
DEMOLITION:
I 1. DEMO 'TION. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION.
5HORIN6 SHALL BE INSTALLED TO SUPPORT EXI5TIN6 CONSTRUGT:ON AS REQUIRED AND IN A MANNER SUITABLE
TO THE WORK SEQUENCES. DRILL :N6 SHAL:. NOT GUT EXiSTIN6 REINFORCING. DEMOLITION DEBRIS SHALL NOT
BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING
DEMOLITION DEBRIS) ON EX :STING FLOOR SYSTEMS TO 40 PSF.
ANOHORAGE
8. EPDXY- GROUTED RODS OR REBAR '0 CONCRETE, SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH '5ET EPDXY -TIE
ADHIIIIVE' AS MANUFACTURED BY SIMPSON STRONG -TIE GOMPANY, INC. INSTAL IN STRICT ACCORDANCE WITH ICBO
REPORT NO. 521q, INGLUDIN6 MINIMUM EMBEDMENT REQUIREMENTS. SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE
SUB"":TTED FOR REVIEW WITH :CBo REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. IN ADDITION,
FOR WIND OR SEI5MIG ,APPLICATIONS, SUBSTITUTIONS SHALL MEET ICBO ACCEPTANCE CRITERIA AC58. SPECIAL INSPECTION
OF FOXY - GROUTED ANCHOR INSTALLATION :5 REQUIRED. HOLES IN CONCRETE MAY BE DRILLED BY GORIN6 OR ROTO- HAMMER
UNLESS NOTED OTHERWISE.
• UNDERCUT ANCHORS TO CONCRETE, SPECIFIED ON THE DRAWINGS SHALL BE,;.1P4. AI'VFACiURED BY COVERT
OPEERATIO , INC.. INSTALL IN STRI.GT ACCORDANCE WITH IC50 REPORT NO. ER -4846. SUBSTITUTES PROPOSED BY
CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH IGBC REPORTS INDICATING EQUIVALENT OR GREATER
GA°AC TIES. SPECIAL INSPECTION OF UNDERCUT ANCHOR 15 REQUIRED.
REPAI
10. IF HOLE IN CONCRETE SHOULD COMPLETELY PENETRATE THE WALL, THE CONTRACTOR 15 RESPONSIBLE FOR FILLING
AND PATCHING.
II. T`"BER CONNECTORS GALLED OUT BY LETTERS AND NUMBERS SHALL BE 'STRONG -TIE' BY SIMPSON COMPANY, AS
SPECIFIED IN THEIR CATALOG NO. G -2002. EQUIVALENT DEVICES BY OTHER MANUFAGTURER5 MAY BE SUBSTITUTED,
PROVIDED THEY HAVE IGBO APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES AND ARE SUBMITTED TO THE
EN6:"ZER FOR APPROVAL. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER.
CONNECTORS SHALL BE INSTALLED IN AGGORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. WHERE CONNECTOR
5)5 CONNECT TWO MEMBERS, CENTER STRAP ON JOINT AND PROVIDE NUMBER AND SIZE OF FASTENERS AS
SPECIFIED BY MANUFACTURER, WITH EQUAL NUMBER AND SIZE OF FASTENERS IN EACH MEMBER. AL- BOLTS IN WOOD
MEMBERS SHALL CONFORM TO ASTM A301. PROVIDE HASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LA6
SGREHS BEARING ON WOOD. ALL NAILS SHALL BE COMMON UNLESS OTHERWISE NOTED. ALL SHIMS SHALL BE
SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL JOISTS AND MULTIPLE JOIST
BEAMS SHALL BE CONNECTED TO FLUSH BEAMS W :T- 'U' SERIES JOIST HANGERS, UNLESS OTHERWISE NOTED.
12 ALL NEW LUMBER TO BE DOU6 -FIR 40.2.
13. ALL BOLTS BEARING ON WOOL TO HAVE STANDARD -GUT WASHERS UNDER HEAD AND BOLT.
! understand that the Plan Check approvals are
subject to errors and onves +ors and approval Of
plans does not authorize the vij at!on of any
adopted code or ordinance. Rea .Ct of con-
tractors copy of approved plans acknowledoed
By
Dat
z _ /"2 .(
Permit No.
53.' DETAILS
FILE COPY
SEPARATE PERMIT
REQUIRED FOR:
We MECHANICAL
m ELECTRICAL
pig P LAMBING
rior GAS PIPING
CITY OF TUK VILA
BUILDING DIVISICN
Ivo
c REvisholvs
THE sc o tl ir ci o e F s vv et . , ,t . i. eF i44'17,-.
w+r w4 q 8j�/ I .
+
F T C
SHEET INDEX:
51.1 6ENERAL 5TRUGTURAL NOTES
S2.' SECOND FLOOR FRAMING PLAN
ROOF FRAMING PLAN
9
;7- ,3
RECEIVED
CITY OF TUKWILA
JAN 3 2003
PERMIT CENTER
Doi 00
1
— z:3*
CI
77.3 7
I CU
i... V
L)
0
▪ s cRi
V
CJ)
cn
()
;;;O
II■N O
CTS CCa
irz_.
SHEET Tr L
SHEFT NUMBER
DATE RENSION
GENERAL
STRUCTURAL
NOTES
5020316 -C3
JOB NO
KLM
DRAWN
TR N KWM
DFSi(NED
11-'3-C2
DA-F.
S1.1
z 0 a
C �•o
O AA
d .0 .D
O N h
0 &‘L.
z
w
LJ
z
V
z
W
U
0
z
Q O
• —
oc �
w
U �
`
N co
(3
LAJ
Da
z d<
J N
• W W
(p J
z Z 1-
O I--
U I\ Q
- w
< N to
ILI
L.LJ
0
V
•
HDBA, TYP.
4./S51
e:\
I ir
1 4./53.
r
EX(3)2x,E
EX. 446 STRUT
,
EX. (2) 2x16
20 f
EX2xl6 ®i6oc' , EX 2x16 ®16oc
EX. TIE
EX 4x16 STRUT
SCALE: 1 4"::I'-0"
i
EX TIE
1:7--
1100 -0'
20-0'
='./53
iv-178A,
EX 2xI6 ® 16 oc
EX. (2) 2x16
EX (2) 2x16
EX. (2) 2x6
EX. 4x16 STRUT
EX. PULL HT -
GUR ML
f
/ TIE
EX. 4x16 57RUT
SECOND FLOOR FRAMING PLAN
20-0' 2C-0
EX2xl6 ®Iboc
EX. (2) 2x16
v
W
kb
w
z
w
< 5/53!
HD8A
613,
EX. TIE
EX. 4x16 STRUT
Er. (2) 246
,46(
•
I)
f
1
I
J
W
u • In
N
u
4
O
N
4/53.1
HDSA, TYF.
9
1
N
O
PLAN NOTES:
I. ALL DIMENSIONS OF EXISTING STRUCTURE ARE BASED
ON THE ORIGINAL CONSTRUGT!ON DRAWINGS AND ARE
SHOWN FOR IN'ORMATION ONLY. CONTRACTOR TO
FIELD MEASURE AND VERIFY EXISTING CONDITIONS
PRIOR TO COMMENCING ANY WORK.
2. EX. FLOOR SHEATHING 3 4" PLYWOOD 1 ® 2I "oc
BOUNDARY NAILING, IOd ® 4 "oc EDGE NAILING,
10d ®I2 "oc FIELD NAILING.
CITY OF TU W ILA
JAN - 3 2003
PERMIT CENTER
1:)4U3 - 00.3
C
•
.
s✓ a
•o 43
0
frt
en en
00
N
a La-
O
O
w
✓ � 1 —
,
I— 0,
w Q
cC
L w
Z J
Q
— w
• (n
•
CI) .
7-.3 E
...I's
ci)
twp-c-)
ca...%-.-- Q 1
o..- lii
--.
c„, ._ ILI
ci.) =
c.) .
...: 0
. 0,
CLS
W
�� L
CL 6- Z
0
te) Q
VD
*4 p
> otos
C =I
CZ Co
ta.)
CL- Immuum
NO. DATE REVISION
SHEET TITLE
SECOND FLOOR
FRAMING PLAN
5020376 - 03
:OS NO
KLN
r A'NN
TRW 1.4 NM
DER't,NED
II -13 -02
DATE:
SCALE: ie " =I '_0"
SHEET NUMBER
S 2.1
\()) / EX. 240 t§ 24 oc
I /
HI
r
2-0'
i_)
EX 6x4(12 Dr *I
r
I
•
_,..•
a.., J
Ex 644 yF s.
EX. 6x14 OF #1
r
rt
I
I I
15 t
4 - f
I )
I �
s 10- ' ,
A I
EX. 24C ® 24 "oc EX. 2x10 ® 24 oc
A li
EX. 6x14 DF x1
ROOF FRAMING PLAN
SCALE:
100* -o
20-0'
H
h
EX. 6x14DF
h
,
EX. (2) 2x10
20'-0'
EX 644 DP NI EX 6.44 OF If
EX. 644 DP II
1*
It
EX. 6x!4 DF If
EX. 2x10 ® 24'oc EX. 2x10 ® 24oc
I,
I
9.53.
inD5A TYP. Y
- T 1
20 -0"
< 0/S3.1
JI r+DSA, 'Y
EX 644 (Dl DF +�1
1/
7x/53.;
)/ / I
./I1
0
J , A
5/53.1
HDBA, TYP.
Li
1
n
4
I
N
U
I
FLAN NOTES:
I. ALL DIMENSIONS CF EXISTING STRUCTURE ARE BASED
ON THE ORIGINAL CONSTRUCTION DRAWINGS AND ARE
SHOWN FOR INFORMATION ONLY. CONTRACTOR TO
FIELD MEASURE AND VERIFY EXISTING CONDITIONS
PRIOR TO COMMFNG NG ANY WORK.
2. EX. ROOF SHEATh1`46 PLYYV00D NV 10d 9 4 "oc
BOUNDARY NAILING, 10d 9 b "oc EDGE NAILING,
10d i2 "oc FIELD NAILING.
RECEIVED
CITv OF TUKWILA
JAN - 3 i003
PERMIT CENTEP
A
cn
CU
IT
ND. DATE RFVISKM
ME` TITOE
ROOF FRAMING
PLAN
5020376 -03
Joe NO
KLM
DRAWN-
TRW, KWM
DESIGNED:
II -13-02
DATE
SCALE: Ii "_ I I-
SHEET FR
10 (j6) S2.2
Z 0
f— 0 "
O
a
0 00
0 &
Z
W
0
z
J
Q O
n —
cTD
(-9 w C's
Z <
J • Vf
N LLJ W
0
U _1 <
Q N V)
•
HOEDOWN
II
WCOD
CONNECTION
WALL
ANCHOR '
HDSA
1 (3) VO (EMBED 4 ''2')
h �1
I6
12
n
Ex .` G -
rn
6 •
13
FOR CALL-0
CD"A'MO'4 SEE
DE'.A: L 5/53.:
Fr; to 8' -Vac PER
PLAN d 20/53.1
EX. JOISTS
2x10 x 2'-6' EA. SIDE
GLUE i SCREW Y'U (6)
SIMPSON 505 EA.
PLATE, (12) SCREWS TOTAL
'cam ,1 . 0
1 "x10'x0' -10' W/ (4) N." EPDXY GROUTED
THREADED RODS.
EMBED 416'
NOTE:
INSTALL AT ELEVATION tb"
FROM SOT. OF JOISTS.
/IV
°
1
600'
6005
14
solo
lci
EX ROOF SH_A - b
e (
tk `_
L ,
d
/Jr Lj�
EX. -.c
- -Vat
PER PLAN
t 2CiSS
0 I6' -O'bc PER - -,,
!'LAN 4 20/53. /
FOR CALL -OUTS
IN COMMON SEE
DETAIL 5/53.1
3 4'0 EPDXY ANCHOR
EX. CONCRETE WALL
NOTE:
EX CO C WAL_ --
d
co `!t R o w
JAN g 2.003
I1> lc lid
•
i
r r0 S -O'oc PER
FLAN 3 20/53.1
LEX. J015T5
2x10 x 2--h" EA. E:DE
GLUE S SCREYY wr (6)
S1M°SON SD5 .r3" EA.
°LATE, ; EGREWS
TOTAL
HD to S' -0"oc PER
PLAN d 2C/53.1
0 0
WALL ANCHOR MAY BE EPDXY GROUTED OR UNDERCUT PER
GENERAL STRUCTURAL NOTES.
6C:
6005
io
-2x'0 x 2'-6" EA. 51DE
GLUE 4 SCREW W/ (6)
SIMPSON 505 iax3" EA.
°LATE, (12) SCREWS
TOTAL
RECEIVED
CITY OF TUKWILA
JAN - 3 2003
PERMIT CENTER
6007
15
-1)03 5 004
O
C1) -
— C3 m
rt5
(I)
beJD- (-)
C)
•
I
NO. DATE 'REVISION
c*EET TI *t.E
5020316 -03
JOB NO
KLM
DRAWN:
TRW OM
DESIGNED.
11 -13 -02
DATE:
SCALE: 3 /4 " =1' -0"
SHEET NUMBER
DETAILS
S3.1
4)o
I No
O In
rn "h
1
f
0 0
lV N
0
0
rn
W
5
f--
W
W
ac
w
(•
0