HomeMy WebLinkAboutPermit 5957 - NC Machinery - Storage Racks and MezzanineAPPROVED FOR
ISSUANCE BY:
BUILDING
i OFFICIAL
DATE:
3 -N-7D
/ B .
J �
I hereby certify tha -ve r.
of law and ordina es • • = ni
this permit does no presu y e
regulating constru on or tie
= • Pi. examined this permit and know the same to be true and correct. All provisions
• his work will be complied with, whether specified herein or not. The granting of
to , ive authority to violate or cancel the provisions of any other state or local laws
• e rmance or work. I am authorized to sign for and obtain this building permit.
SIGNATURE:
DATE: 1 V 0
PRINT NAME: /C0 / afste-r
COMPANY: wo --T7i 4.) s?zl'-
PROPERTY OWNER NC Machinery Co.
PHONE 251 -9800
ADDRESS 17035 West Valley Highway, Tukwila, WA
ZIP 98188
CONTRACTOR Northern Steel
PHONE 575 -1671
ADDRESS 600 Andover Park East, Tukwila, WA
ZIP 98188
WA. ST. CONTRACTOR'S LICENSE NORTHS * 15307
EXP DATE 7-22-90
ARCHITECT N/A
PHONE
ADDRESS
ZIP
TYPE OF CONSTRUCTION: N/A UBC EDITION (year) 88
SETBACKS: . N — t_ E —
1
W
FIRE PROTECTION: ®Sprinklers Q Detectors O N/A
GIUIRED
UTILITY PERMITS RE �(] Y es
N o
(through
Public Works)
ZONING: M - BAR /LAND USE CONDITIONSoyes ® No
SQUARE
FEET
OCC.
LOAD
SQUARE
FEET
CONDITIONS (other than those noted on or attached to permit/plans):
SQUAFE
FEET
OCC.
LOAD
SQUARE
FEET
OCC.
LOAD
SQUARE
FEET
OCC.
LOAD
TOTAL
SOUARE FEET
TOTAL
OCC. LOAD
USE .4
/
1
CODE COP.1F'l
1
Inric,
/
1
-
FL ppR
W
SQUARE
FEET
OCC.
LOAD
SQUARE
FEET
OCC.
LOAD
SQUAFE
FEET
OCC.
LOAD
SQUARE
FEET
OCC.
LOAD
SQUARE
FEET
OCC.
LOAD
TOTAL
SOUARE FEET
TOTAL
OCC. LOAD
TOTAL
,
CITY OF TUKWILA
Department of Community Development - Building Division
6200 Southcenter Boulevard, Tukwila WA 98188
(206) 433 -1849
BUILDING
PERMIT NO.
59 Si
DATE ISSUED:
BUILD1N/3 PERMIT
(POST WITH INSPEC ) ION CARD AND PLANS
IN A CONSPICUOUS LOCATION)
FEES
DESCRIPTION
4,50/4.6 11.41 ti
BUILDING PERMIT FEE
PLAN CHECK FEE
BUILDING SURCHARGE
ENERGY SURCHARGE
OTHER:
TOTAL -
AMOUNT RCPT M
DATE
252.00/5.10 tf20 N
164,00/ - -- 6167
420.50/9.60
3-P1-50
2 -28 -90
PLAN CHECK #90 -089
PFIOJFC 1 INf ()F1N1n i ION
PROJECTNAMEltENANT ASSESSOR ACCOUNT N 362304 - 9011 -
TYPE OF U New Building LJ Addition U Tenant Improvement (commercial) U Demolition (building) U Grading/Fill
WORK: FAI Rack Storage 0 Reroof 0 Remodel (residential) 0 Other
DESCRIBE WORK TO BE DONE:
Supply and install storage racks and free standing mezzanine.
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.
CERTIFICATE OF
OCCUPANCY NO.
DATE ISSUED:
SCRIP ON
A CP i
LSAT
BUILDING PERMIT FEE
252.00/5.10 (2l0 l0
164.00/ - -- 6167
4.50/4, 50W1 i
3.JLfC(o
2 -28 -90
.3 -9U
PLAN CHECK FEE
BUILDING SURCHARGE
ENERGY SURCHARGE
OTHER:
ARCHITECT N/A
PHONE
TOTAL —
420.50
OCC.
LOAD
PROPERTY OWNER NC Machinery Co.
PHONE 251 -9800
ADDRESS 17035 West Valley Highway, Tukwila, WA
ZIP 98188
CONTRACTOR Northern Steel
PHONE 575 -1671
ADDRESS 600 Andover Park East, Tukwila, WA
ZIP 98188
WA. ST. CONTRACTOR'S LICENSE # NORTHS *15307
EXP. DATE 7 -22 -90
ARCHITECT N/A
PHONE
ADDRESS
ZIP
usE 4
/
/
CODE. COMPLIANCE
/
/
/
PRINT NAME: 1 L / OA f e-TS
=LOIOFt 1
W
SQUARE
FE ET
OCC.
LOAD
SQUARE
FEET
OCC,
LOAD
SQUARE
FEET
OCC.
LOAD
SQUARE
FEET
OCC.
LOAD
SQUARE
. FEET
OCC.
LOAD
TOTAL
SQUARE FEET
TOTAL
OCC. LOAD
,
TOTAL
TYPE OF CONSTRUCTION: UBC EDITION (year)
N/A $$
SETBACKS:
N - S - E -
UTILITY PERMITS REQUIRED ?Q Yes
N o
W -
(through
wor4csl
FIRE PROTECTION: ®Sprinklers O Detectors 0 N/A
ZONING BAR /LAND USE CONDITIONSO co No
PRINT NAME: 1 L / OA f e-TS
COMPANY: /Ju le- Ttf .S7� 6- Z
:ONDITIONS (other than those notod on or attached to permit/plans): ' —
APPROVED FOR BUILDING
ISSUANCE BY: i � • _4 . M OFFICIAL
DATE:
3 - P(
I hereby certify tha. -ve r:; • 1 1) • examined this permit and know the same to be true and correct. All provisions
of law and ordina , es • • e ni • his work will be complied with, whether specified herein or not. The granting of
this permit does no presu v e to • ive authority to violate or cancel the provisions of any other state or local laws
regulating constru on or t i e . • rmance or work. I am authorized to sign for and obtain this building permit.
SIGNATURE: _.
DATE: 1- 1 2 / `' D
PRINT NAME: 1 L / OA f e-TS
COMPANY: /Ju le- Ttf .S7� 6- Z
CITY OF TUKWILA
Department of Community Development - Building Division
6200 Southcenter Boulevard, Tukwila WA 98188
(206) 433 -1849
BUILDING
PERMIT NO.
DATE ISSUED:
CERTIFICATE OF
OCCUPANCY NO,
5-)4-90
BUILD1FG PERMIT
(POST WITH INSPECTION CARD AND PLANS
IN A CONSPICUOUS LOCATION)
PLAN CHECK #90 -089
FEES
1
PROJFC r INFORM rION
SUITE M
$ 25,000 00_
PROJECT NAME/TENANT ASSESSOR ACCOUNT M
NC Jr.h i ner 362304 - 901 i - 0
TYPE OF 0 New Building U Addition U Tenant Improvement (commercial) U Demolition (building) U Grading/Fill
WORK: ® Rack Storage 0 Reroof 0 Remodel (residential) 0 Other
DESCRIBE WORK TO BE DONE:
Supply and install storage racks and free standing mezzanine.
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.
1 DATE ISSUa: --
Inspector
1 a �' yrdjrt }1� r rM�,':e "M m r' s� ; st w.i•• ,n�nh frr ttl;ktH;r{cf;;x�3'tt�.',�rra +.� r• l�ae.
i �rrz U :c:;r�.i re.�E +trJw'. r:N•
1: �'. F.
�T OF TUK ILA 111or c V I own n n C ghi v ri sr
Building Division
6280 Southcentar Boulevard
Tukwila, Washington 98188
(206) 433 -1849
Inspection Results /Comments:
Type of Inspection Ra.C-K " L.�
Site Address �Gt�O V3-1\-Q kj
Requestor
Special Instructions
A (cob -2r - tom
PERMIT #
Date - ��-qt�
Date ( 4
Date Wanted `I 6
Project MC_ InOchi f1.P1'l.i
Phone .# 5`1 5� (p", _J
a .m.
(47L v/c€
CITY OF TUK ALA
Central Permit System
TO: ❑ Building
❑ Planning
Project Name / Ai�7'
Address - 7900 A /A'
Type of Permit(s)
(
FINAL APPROVAL FORM
❑ Public Works
Fire Dept.
Authorized Signature Date
control No. 9 \./
Permit No.
❑ Police
❑
Parks/ Recreation
This project is nearing completion. Please investigate your area of responsibility and indicate
below either your final approval or necessary corrections.
If no response is received within one week, it will be assumed that the project is of no concern
to your department and a certificate of occupancy may be issued.
This project is NOT approved by this department; the following corrections are necessary:
O
)
) --.. .
)
( ) b7
I This project is approved by this department:
Authorized Signature Date
CPS Form 3 1
1
Plan Check #90-089: NC Machinery
17900 W Valley Hy
THE FOLLOWING COMMENTS APPLY TQJ ND B OME PART OF THE APPROVED PLANS UNDER
i "
TUKWILA BUILDING PERMIT NUMBER_;` - I. _ '_�..
1. No changes will be made to the plans unless approved by the
Tukwila Building Division.
2. All permits,, inspection records, and approved plans shall be
posted at the job site prior to the start of any construction.
3. All structural welding to be done by W.A.B.O. certified welder and
special inspected (Sec. 306, UBC).
4. All construction to be done in conformance with approved plans and
requirements of the Uniform Building. Code ; (1988 Edition), Uniform
Mechanical Code (1998 Edition).
5. 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 this code or of any other ordinance of the
Jurisdiction. No permit presuming to give authority or violate or
cancel the provisions of this code shall be valid:
"X"
REQUIRED INSPECTIONS
PHONE
DATE
APPROVED
INSPECT.
INITIALS
DATE(S)
CORRECTION NOTICE ISSUED
1 Footings
433 -1849
2 Foundation
433 -1849
3 Slab and/or Slab Insulation
433 -1849
4 Shear Wall Nailing
433 -1849
5 Roof Sheathing Nailing
433 -1849
6 Masonry Chimney
433 -1849
7 Framing
433 -1849
8 Insulation
433 -1849
9 Suspended Ceiling
433 -1849
10 Wall Board Fastening
433 -1849
11
12
13
X
14 FIRE FINAL Insp:
575 -4404
15 PLANNING FINAL
433 -1849
16 PUBLIC WORKS FINAL
433 -0179
X
17 BUILDING FINAL
433 -1849
SITE ADDRESS:
OTHER AGENCIES:
CITY OF TUKWILA
Department of Community Development - Building Division
6200 Southcenter Boulevard, Tukwila WA 98188
(206) 433 -1849
SUITE NO.:
BUILD1G PERMIT
INSPECTION RECORD
(Post with Building Permit In conspicuous place
BUILDING
PERMIT NO.
DATE ISSUED:
PROJECT:
17900 W Valley NC Machinery
I
� - 1' -I-90
CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE
(INSPECTOR COMMENT SECTION ON REVERSE)
INSPECTION PROCEDURES AND REQUIREMENTS
All approved plans and permits shall be maintained available on the site in the same location.
1. FOOTING - When survey stakes and forms are set and rebar is tied in place.
2. FOUNDATION - When forms and rebar are In place.
3. SLAB - If structural slab or if undersiab insulation is required.
4. SHEARWALL NAILING - Prior to cover.
5. ROOF SHEATHING NAILING - Prior to cover.
6. MASONRY CHIMNEY - Approximately midpoint.
7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place.
8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic
ventilation points clear. .
9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing.
10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G).
11.
12.
13.
14. FINAL FIRE INSPECTION - Contact Fire Department tor their requirements.
15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements.
16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements.
17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete.
Plumbing (including gas piping) — King County Health Department — 296 -4732
Electrical — Washington State Department of Labor and Industries — 872 -6363
A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by
contacting the Department of Community Development, Building Division at 433 -1849. Although not
required, a meeting of this type can often eliminate problems, delays and misunderstandings as the
project progresses.
a120/w
"X"
REQUIRED INSPECTIONS
1 Footings
2 Foundation
3 Slab and/or Slab Insulation
4 Shear WO Nailing
5 Roof Sheathing Nailing
8 Masonry Chimney
7 Framing
8 Insulation
9 Suspended Ceiling
10 Wall Board Fastening
11
12
13
>14
FIRE FINAL !nap:
15 PLANNING FINAL
16 PUBLIC WORKS FINAL
17 BUILDING FINAL
PLAN CHECK
NUM IM
9 0 61
PROJECT:
THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER
TUKNIL.BUILDINO PERMIT NUMBER
No changes will be made to the plans unless approved by the
-A Tukwila Building Division.
0 Plumbing permit shall be obtained through the King County Health
Department and plumbing will be inspected by that agency,
including all gas piping (296.4732).
Electrical permit shall be obtained through the Washington State
Division of Labor and Industries and all electrical work will be
inspected by that agency 1872- 6363).
O All mechanical work shall be under separate permit through the
City -e4 Tukwila.
All permits, inspection records, and approved plans shall be
posted at the Job site prior to the start of any construction.
O When special inspection is required either the owner, architect or
engineer shall notify the Tukwila Sullding 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 tisely manner. Reports shall contain
address, protect name and permit number of the project being
inspected.
V7 All structural concrete to be special inspected (Sec. 306, UBC).
All structural welding to be done by W.A.B.D. certified welder and
special inspected (Sec. 306, UBC).
O All high - strength bolting to be special inspected (Sec. 306, UDC).
30 Any new ceiling grid and light fixture installation is required to
meet lateral bracing requirements for Seismic Zone 3.
11 Partition walls attached to ceiling grid must be laterally braced
if over eight COI feet in length.
12 Readily accessible access to roof mounted equipment is required.
l3 Engineereed truss drawings and calculations shall be on site and
available to the building inspector for inspection purposes.
Documents •hall bear the seal and signature of a Washington State
Professional Engineer.
t/ Any exposed insulations backing material to have Flame Spread
Rating of 23 or less, and material shall bear identification
showing the fire performance rating thereof.
IS Subgrade preparation including drainage, excavation, compaction,
and fill requirements shall cantors strictly with recommendations
given in the soils report prior to final inspection (see attached
procedure.).
16 A statement from the roofing contractor verifying fire retardancy
of rook wfll be required prior to final inspection (see attached
procedure).
411 construction to be done in conformance with approved plans and
requirements of the Uniform Building Code (1911 Edition), Uniform
Mechanical Code (1910 Edition) i-M esh4intsn- $tatrfinsryy- Ced*- 4-1-959--
F
IS All food preparation establishments must have King County Health
Department sign -off prior to opening or doing any food processing.
Arrangements for final Health Department inspection should be made
by calling King County Health Department, 296 -4717, at least three
working days prior to desire inspection date. On work requiring
Health Department approval, it is the contractor's responsibility
to have a set of plans approved by that agency on the Job site.
O Fire retardant treated wood shall have a flame spread of not over
25. All materials shall bear identification showing the fire
performance rating thereof. Such identification shall be issued
. by an approved agency having a service for inspection at the
factory.
(E) Notify the City of Tukwila Building Division prior to placing any
concrete. This procedure is in addition to any requirements for
special inspection.
O A11 spray applied fireproofing as required by U.B.C. Standard No,
43 -1, shall be special inspected.
22_ All wood to regain in placed concrete shall be treated wood,
2Z All structural 'masonry shall be special inspected per U.B.C.
Section 306 (al 7.
` Validity of Permit. The issuance of a permit or approval of
V���///"' plans, specifications and computations shall not be construed to
be a permit for , or an approval ef, any violation of any of the
provisions of this cede or of any other ordinance of the
Jurisdiction. Ns permit premising to give authority or violate or
cancel the provisions of this code shall be valid.
Dear Sir:
City of Tukwila
FIRE DEPARTMENT
444 Andover Park East
Tukwila, Washington 98188 -7661
(206) 575 -4404
Fire Department Review
Control Number 90-089
(512)
March 7, 1990
Gary L. VanDusen, Mayor
Re: N.C. Machinery - 17900 West Valley Highway, Tukwila,
Wa .
The attached set of building plans have been reviewed by
The Fire Prevention Bureau and are acceptable with the
following concerns:
1. All modifications to sprinkler systems shall have the
written approval of the Washington Survey & Rating Bureau,
Factory Mutual Engineering or Industrial Risk Insurers,
then by the Fire Department. No sprinkler work shall
commence without approved drawings. (City Ordinance #1528)
(NFPA 13, 1-9.1) (UFC 10.307)
All sprinkler drawings shall be prepared by companies
licensed to perform this type of work. Drawings shall
first be approved by the Washington Survey & Rating
Bureau, Factory Mutual Engineering or Industrial Risk
Insurers, then by the Tukwila Fire Department. No
sprinkler work shall commence without approved
drawings. (City Ordinance #1528 & NFPA 13, 1 -9.1)
(UFC 10.305)
Maintain sprinkler protection for all enclosed areas.
(NFPA 13, 4-1.1.1) (UFC 10.302)
Contact the Tukwila Fire Department, Fire Prevention
Bureau to witness all required inspections and tests.
(NFPA 13, 1-10.2) (UFC 10.305(b) )
2. No point in a sprinklered building may be more than
200 feet from an exit, measured along the path of travel.
(UBC 3302(d))
C1
City of Tukwila
FIRE DEPARTMENT
444 Andover Park East
Tukwila, Washington 98188 -7661
(206) 575 -4404
Page number 2
Gary L. VanDusen, Mayor
There shall be no enclosed usable space under
stairways in an exit enclosure, nor shall the open
space under such stairways be used for any purpose.
(UFC 12.106(c))
Exit signs shall be installed at required exit
doorways and where otherwise necessary to clearly
indicate the direction of egress. Signs shall be of a
contrasting color with the surrounding area and shall
have letters not less than six inches high with a
minimum letter width of 3/4 ". (UBC 3314) (UFC 12.10$)
cc: T.F.D. file
ncd
Yours truly,
Any overlooked hazardous condition and /or violation of the
adopted Fire or Building Codes does not imply approval of
such condition or violation.
The Tukwila Fire Prevention Bureau
PROJECT
ADDRESS
DATE
OCCUPANCY GROUP
FLOOR AREA
OCCUPANT LOAD
EXITING REQUIREMENTS
DETAILED REQUIREMENTS
OCCUPANCY
TYPE OF CONSTRUCTION
Plan Review
- Ai
TYPE OF CONSTRUCTION
LOCATION ON PROPERTY
BUILDING HT. / NO. STORIES
bf L • Z.b•� I.
• max �l / r ...': • did ..!/, . r .44
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fr. 40
PART V, CHAPTER 23, U.B.0
CHAPTER 51 -10, W.A.C.
114.11 ij0 111111
CITY OF TUKWILA
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNING DIVISION
4,167 iead.
PLAN CHECK
NUMBER
-4oet
72/G
4(44 ��a ✓ roinF
prepared by: ,
PERMIT NO.
•
CONTACTED
ew
Q
DATE READY
DATE NOTIFIED
�,
-, ,
i, ..
--1
(�
rY __ ppQ
ni ai3
PERMIT EXPIRES
2nd NOTIFICATION
BY:
(snit.)
AMOUNT OWING
Q56 Pjo/ C[• (
3RD NOTIFICATION
BY:
(Init.)
04 FIRE
PLAN CHECK
NUMBER
( 10" 0`5
0 OTHER
BUILDING -
initial review
0 PLANNING
O PUBLIC
WORKS
BUILDING -
final review
REVIEW COMPLETED
BUILDING PERMIT APPLICATION TRACKING
PROJECT NAME
SITE ADDRESS
INSTRUCTIONS TO STAFF
• Contacts with applicants or requests for information should be summarized in writing by staff so that
any time the status of the project may be ascertained.
• Plan corrections shall be completed and approved prior to sending on to the next department.
• Any conditions or requirements for the permit shall be noted on the plans or summarized concisely
in the form of a formal letter or memo, which will be attached to the permit.
• Please fill out your section of the tracking chart completely. Where information requested is not
applicable, so note by using "N /A ".
BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION
(to be tilled out by Plan Checker)
SQUARE
FEET
OCC.
LOAD
SQUARE
FEET
OCC.
LOAD
SQUARE
FEET
OCC.
LOAD
SQUARE
FEET
OCC.
LOAD
SQUARE
FEET
OCC.
LOAD
TOTAL
SQUARE FEET
TOTAL OCCU-
PANCY LOAD
DEPARTMENTAL REVIEW
"X" In box Indicates which departments need to review the project.
3 -?6
.3 °(o`c6b4 "CONSULTANT:
(ROUTED)
.., / /1 FIRE PROTECTION: ,Q Sprinklers [ � Detectors (J N/A
/ FIRE DEPT. LETTER DATED: S/7/9,0 INSPECTOR: 5i9
INIT:
INIT:
INIT:
3 _/3'°/0 OF CONSTRUCTION:
INIT: 7/4 AcA'
VW-Z- J PQ.Lk�
nej
REFERENCE FILE NOS.:
UIREME
MINIMUM SETBACKS: N- S-
UTILITY PERMITS REQUIRED? Ll Yes
PUBLIC WORKS LETTER DATED:
E
SUITE NO.
Date Sent - Date Approved -
ONING: - ( [BAR/LAND USE CONDITIONS? (l Yes
No
UBC EDITION (year):
w-
MN°
0
SITE ADDRESS SUITE #
/79X Gt/Z //k- Z-63 AI v
VALUE OF CONSTRUCTION - $
cQ 5t OW
PROJECT NAME/TENANT
A/C 9C > R y
ASSESSOR ACCOUNT #
J,9"-- 2//-9
TYPE OF Li New Building Li Addition U Tenant Improvement (commercial) U Demolition (building)
WORK: .aRack Storage 0 Reroof 0 Remodel (residential) 0 Other
DESCRIBE WORK TO BE DONE:
� /9/ f /41.5 1GG 57 66" Prf S MeZ' - 4r(1U /�/C- /y5 Z Z //&-
BUILDING USE (office, arehouse, etc.)
egE>Lioue /i 'M3
NATURE OF BUSINESS: /1/C// //l�n c /,U,O q` 1 L 2 7 ,,
WILL THERE BE A CHANGE IN USE? NJ No U Yes IF YES, EXPLAIN:
SQUARE FOOTAGE - Building: Tenant Space: Area of Construction:
WILL THERE BA STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE
BUILDING? LX No 0 Yes IF YES, EXPLAIN:
PROPERTY OWNER 4v C 1'Yvvj'1 i 1 r C-0 ,
PHONE a 55 i , 0 11 , zo
ADDRESS V"1O73 U3 \)o W■9 c ,"\ h ))kWtla. L IA
ZIP C
%i
'CONTRACTOR (//'Tf/41 V s%
PHONE - 7/:, �� /
/
ADDRESS 40, maw , W/� ,v/ - par/ /L 9
Z IP Wit
WA. ST. CONTRACTOR'S LICENSE # /Jd ,97 ls - /� f3 7
!
EXP. DATE 2 _ /z/z _ c/ U
ARCHITECT
PHONE
ADDRESS
ZIP
G ..RTI CORRECT :Tk :F:..t�` . MIN. �U: TNL�:; �Pp� ;1�A�'�QN °AN�:�Nt7VIl:T'�tE SAMf~:T...Q >.
>::::: , 1.:: >:>
ANf31.AM C1TI�: APPLY.FC?R.."I' HIS . �FiM T'. :..:.... ,........ :..; >` <: < >>
BUILDING OWNER
OR
AUTHORIZED
AGENT
SIGNATURE
DATE
PRINT NAME K o n ��r� ifsE4 /
I
PHONE 5-7 S " /6? /
ADDRESS pi< s .7 ---
CITY /ZI K w . (14 ?6,./ 88
CONTACT PERSON h � O Ef 2 73 i &cc Pow6 r �
PHONE . 0,s-.-16, 9/
CITY OF TUKWILA
Department of Community Development - Building Division
6200 Southcenter Boulevard, Tukwila WA 98188
(206) 433 -1849
APPLICATION MUST BE
FII Lf-U OUT COTL1PLETELY
PLAN CHECK
NUMBER
BUILDItT3 PERMIT
APPLICATION
FEE r* oor ff se only)
1104,0
RCPT.*.
DESCRIPTION
BUILDING PERMIT: FEE
PLAN' CHECK FEE
BUILDING SURCHARGE
ENERGY SURCHARGE
OTHER:
• :. . TOTAL
DATE
APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to f111
out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts
are available at the Building counter which provide more detailed information on application and plan submittal
requirements. Application and plans must be complete in order to be accepted for plan review.
VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of
Community De "elopm9nt prior to application submittal. Contact the Permit Coordinator wt 133 - 1851 prior to
submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be
reviewed and is subject to possible revision by the Building Division to comply with current fee schedules.
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.
EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of
application shall expire by limitations. 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 304(d) of the Uniform
Building Code (current edition). No application shall be extended more than once.
If you have any questions about our process or plan submittal requirements, please
contact the Department of Community Development Building Division at 433 -1849.
DATE APPLICATION ACCEPTED
DATE APPLICATION EXPIRES
-70
COMMERCIAL'
Copiphit,d bOldipOpen 1001
• • ••• • • •
• sets ( di* .............................
StUCtural calculationtt stamped by a
—•••••••••• ••••••••••••••••
•• Soils. r,port stamped by a Washington. State. liconsed..angineer
• .........
.......................
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• • .......anginttiir
.d : 1 drak*An stamped by
• •
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drawing
, , ,,:••••••:,:•:••••••••
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Utility perm °Optics flitii"(One for enlire proje •
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and • .•-• •
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RESIDENTIAL
tigvtflooript •-• •
COOpleIpd building permit. application- (Ono fOretict,r"OlrtiOttir0).-.
tegal -'•••••:::-.•-• • •••::-...• •• • •
TWO sots (2)0f working drawings, • which Inct
, . , , .•
Site, • •
plan
:... • ...!Floor .,......
::••• ' • RINd euNd Pian nafsleya tion is (all
...
Washington .State Energy
SCSMITTAL CHECK...IST
• • • .
Completed utility pemilt application ,:: • : . .,.• •::.
. .
• Ej Six (6) sets of site plans showing Wines •
: • -• ••. :.•
NOTE: 13uNding site plan and utility sits plan may be eerribinerl'efie:
utNty permit applkation and checklist for spocffio submit* reqtdrornents.
14dclifona1 topographical and soils infomratba may be ra*kodil
eft e;andlions. .
.
COrnploiled..bUlictirig:Per.MitapPlicatiOn.(Orto..to(esoh"strticttire)1...::::•-•Qg
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,
Nrirrative.describ.thg:.(iSliting . ..•roOf . ,•.:rnaterial. being removed, and
inriterialbeing
.NO.TE':::::/t:OrlifteaO.. Prior: rd final IneeectIon.endiigh..!
, , , • . . ....
'ANTEritl • •
.coopiP#0...4
......
wo (2) sets of pIans WhICh include
method dttittaChMent:::;:',:i:.:..
::Sti.ddittfet*Pdhttleett4.-
TO:
PROM:
DATI:
$US.�ICT:
(10 /T2.MEMO)
City of Tukwila
6200 Southcenter Boulevard
Tukwila Washington 98188
(20x) 433-1800
Gary 1. VanDusen, Mayor
MEMORANDUM
,51'112A11� �o�-�
V- ebroay Moo
o
Rosi< 5--Voak. —
C. 1n -- h'I►er 90- (AI
11n- f - 1 - x 1�6 h e ��hfi = (- 150
l l n.2 c,r )0' h l c h'\ 30
.77 1 i r1Q O -E--k k 10 hu i c ��- _ O
5 10 o ICAO — G. Iv
1d' Per m-k 5. 10
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•
(PALLT S IDE L —EV RACK ELE SCL 1 ! /4-"= ! o) s
CA � E
TILEVER RACK EV . SCALE !
2 _ .� 8 . —0" _ ,� 12 . —0" 8 , � .a I
'r"*."'t' •k.— „. b ~! ` yam
wi - ■.:. ..
EDGE OF MEZZANINE (EXISTING)
NEW MEZZANINE
BEAM LH 364 120 W /4PIN 104 fiND PLATE
AtisizA GLe LoAp is 250.
pen PA-tie a-P P,c4M .
COLUMN LE 7544 216 W /007h FOOT PLATE
5 BAYS @120” CLR
REST ROOM
EACH AND 44" DEEP
FLOOR PLAN V 1 EW
SCALE: 1/8 "=1
TYPE ° C ° ARM 48" LONG
Atteg4 66 tzkP 1 S
150 4 ' pe ,4i2,i& .
FRONT ELEV,
CLEAN ROOM
20'X20'
1
suttj t to
plans
adopt
ITECEWO
clty 0: Tl.rk. 'L.A
FEB 281990
PERMIT CENTER
FILE COPY
that the Plan Check approvals ar
rrors a omiss'F and approval
autfirorl t ., vio ation of any
e or dins , .e Roc pt of contra
ovedj p lans .
CITY OF TUKWILA
APPROVED
MAR ' 1990
8 ' LDING r ISION
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-: 5 6 7 8 9 10 11 MADE INGERMFNY 1
•
3/4" T&G DECK--PAK OVER
PLATFORM—PAK DECKING, 22 GA., TYP.
END ELEVATION
017. n.LJ
W REMOVABLE
HANDRAIL SECTION
20`-0 (240")
95-8 (1148") FRAME
100'-0 (1200") FRAME
DECK FRAMING
SINGLE 20" FRAME
REFER TO M1723---S1 FOR DETAILS
SIDE ELEVATION
1-1/4" x .031 JOIST
BRIDGING, TYP. (§) THIRD
S 1 ) POINTIS, TTP — -
SEE DETAIL-PAK
/
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- NAT _Z\A_ C=.3r
JOIST BRIDGING MUST BE INSTALLED
ANY MEZZANINE INSTALLED WITHOUT JOIST BRIDGING
OR ANY OTHER DISREGARD TO PROPER ASSEMBLY
INSTRUCTIONS WILL VOID ANY WARRANTY
BY INDUSTRIAL STRUCTURES, INC.
9
S I
3 — RAIL HANDRAIL SYSTEM: 1-1/2"0 PIPE
6'-0 O.C. MAX. AND 4" KICKPLATE (TYP.)
/ 42" TO 10P RAIL, 12" MAX. BETWEEN RAILS.
I. IT IS THE DEALER/ERECTOR/END USER'S
RESPONSIBILITY TO INWNTORY AU. MATERIAL
UPON ARRIVAL AT rrIF JOBSITE TO INSURE ALL
THE NECESSARY COMPONENTS TO COMPLETE
THE JOB ARE THERE. THIS SHOULD BE
CHECKED AGAINST THE PACKING LIST PROVIDED
BY INDUSTRIAL STRUCTURES, INC. W ANY
SHORTAGE EXISTS, IT SHOULD BE NOTED ON
THE BILL OF LADING AND INDUSTRIAL
STRUCTURES, INC. MUST BE NOTIFIED BEFORE
THE JOB STARTS. UPON NOTIFICATION OF
MISSING COMPONENTS, INDUSTRIAL SITILICRWES,
INC, WILL MAKE EVERY POSSIBLE EFFORT TO
GET THE PARTS TO THE JOSSITE. INDUSTRIAL
STRUCTURES, INC. V/1LL NOT BE RESPONSIBLE
FOR ANY COSTS INCURRED DUE TO JOB DELAY
Post Office Box 60
Carpinteria, CA 93013
Industrial Structures
800-235-6915
805-684-8322
805-566-6608
CITY OF TUKWILA
APPROVED
MAR 190
ATTENTION: DEALER/ERECTOR/END USER
BECAUSE OF MISSING COMPONENTS.
2. IF ANY COMPONENT HAS BEEN MISFAB—
RICATED, INDUSTRIAL STRUCTURES, INC. MUST
BE NOTIFIED IMMEDIATELY AND BEFORE ANY
CORRECTIVE ACTION IS TAKEN. INDUSTRIAL
STRUCTURES, INC. MALL NOT BE LIABLE FOR OR
AUTHORIZE CORRECTIVE ACTION WITHOUT DETER—
MINING THE COST OF THE CORRECTIVE WORK
OR TAKING THE OPTION OF SUPPLYING A NEW
COMPONENT. AFTER MUTUALLY AGREEING ON A
COST TO CORRECT ANY MISFABRICATION
INDUSTRIAL STRUCTURES, INC, WILL AUTHORIZE
THE WORK TO BE DONE. INDUSTRIAL
STRUCTURES, INC. WILL NOT BE LIABLE FOR
ANY COSTS INCURRED DUE TO JOB DELAY
CAUSED BY MISFABRICATED COMPONENTS.
• .
111111 1111111 11111111 1111111 11111111 11111111 1111111 11111111 1111111 11111
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FEB 2 8 1990
PERMIT CENTER
:,:' • . • -.. . -
i
et Iv
P
J3ASE PLATE SCHEDULE
9 " x 9 " x 3/4
16" x 16" x 3/4"
6" x 10 -1 /2" x 3/8"
ANCHOR BOLT LAYOUT
3/4" EXPANSION ANCHORS (TYP.)
(RED HEAD WS3442 OR EQUAL)
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24 -1/2"
(289 -1/2 ")
HANDRAIL
3 - -RAIL POST
20' -0 RAIL
9C." ELBOW
6' 0 W LIFT OUT GATE
POST FOR LIFT-01.1r GATE
Jr E CAP
5` "0 "M'B.
5/16'.0 x 3 ■A.B.
FENDER WASHER
S.M. SCRE`h
STAIR
- END LOOP
Industrial Structures
Post Office Box 60
Carpinteria, CA 93613
Telephone: 800
( ► f,) 805 - 6848322
FAX 805- 566 =6608
nrcr.►.VE D
CITY OF 11.11 A
FEB 2 8 i1,24
ski
`v��+ } rc 77Gw�•
.;., r.•wkNj`�*T. :?•,��,p xservFs:;s;t14 rG, :.:�:, .. ±,..,i c.:;."✓:x .,Tr•.,,r*44.i3.7.
ti+
At!'
PLAN VIEW
ELEV @ STRUT
TO COLUMN
L._ 1
•
1 1/2 DIA PIPE HANDRAIL POST, TYPICAL
AT HANDRAIL RUNS PARALLEL TO DECK
SPAN' DIRECTION, SECURE POST BASE •'W/
(2) 5/ 16 DIA x 3 1
O / /2 BOLTS THROUGH
KICKPLATE, DECK—PAK, AND
FIELD DRILLED END BEAM AT "OUTSIDE"
AND (2) 5/16 x 1 3/4 BOLTS THROUGH
BECK --PAK AND PLATFORM -PAK ONLY AT INSIDE
DECK PAK OVER
PLATFORM —PAIL, TYP.
STRUT, TYPICAL
id%1lilir'11k'.k1i�Af.
..( 2p x4 -•1/2"
END B EAM OR END S
20x 20 TO 5 x 5 x 4
CORNER COLUMN
END BEAM OR END STRUT
CORNER CO LUMN, TYPICAL
CORNER COLUMN TOP CONDITION
REFER TO PLAN FOR TYPICAL DECK JOISTS (SEE PLAN FOR SPACING
JOISTS MUST BE INSTALLE D AS SHOWN, WITH THE OPEN SIDES
FACING IN OPPOSITE DIRECTIONS FOR R ALTERNATING JOISTS
DECKING, TYPICAL. REFER TO FRAMING PLAN
FOR 'QECK "TYPE, , IF SUPPLIED. REFER TO 1
FOR DECK FASTENING 'NOTES AND DETAILS.
JOIST BRIDGING CONNECT1ON DETAIL
TYPICAL HANDRAIL ELEVATION
16 - 1 /2 "0 BOLT CIRCLE W/ (8) 3/4 "0 '
x 1 1/2" A449 GRD '5 BOLTS, TYP.
EACH FACE
1
•
1 1/4 x 0.031 STEEL STRAP BRIDGING. SECURE W/
3/4 ; TEK AT EACH JOIST, INTERIOR AND END
STRUT. BRIDGING MUST TERMINATE ON A STRUT.
PROVIDE A MIN 3/4 END DISTANCE AT END CONNECTION.
. »11':fF�'ti f d i >k+�
END STRUT OR INTERIOR STRUT
ATTACH BRIDGING TO TOP LIP
OF STRUT WITH #12 x 3/4 TEK
ELEV @ BASE
OF COLUMN
1--
0 -
SECTION @ BASE
OF _COLUMN
HANDRAIL POST BASE PLATE, TYPICAL
AT HANDRAIL RUNS " PERPENDICULAR TO DECK SPAN:
BOLTS THROUGH' KICK LATE AT 1"OUTSIDE" I , D 4
SECURE POST,BASE W
BOLTS DECK—PAK
PLATE AND PLATFORM—PAK DECKING. FASTEN h'/
3/8 DIA FENDER WASHER BETWEEN NUT AND 'DECKING.
HANDRAIL POST BASE
PLATE, TYP.
LOCATE 4 x 4 KICKPLATE. UNDER
HANDRAIL POST BASE PLATE AND
FIELD DRILL FOR BASE PLATE BOLTS
END BEAM, TYPICAL
FIELD DRILL FOR BOLTS
HANDRAIL POST BASEPLATE DETAIL
=a,
1111 111
1�1
,-1
I I WI I
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AT BRIDGING
TEK FASTENER
( 7/8 DIA HOLES IN BASE PL
FOR 3/4 DIA ANCHOR BOLTS
TAPERED COLUMN AT BASE
9x9x1/2 "THICK
SHOP WELDED BASEPLATE
SECURE COLUMN BASE
W/ 2 - 3/4 91A ANCHORS
(OR EQUIVALENT)
5`?c5x4 - -1/2"
CORNER COLUMN BASE
9 x 9 x 1/2" THICK
SHOP WELDED BASEPLATE
1 �8 V :2 -- CORNERS
—FRAME OUTLINE
CORNER COLUMN END CONDITION
16 MA ACING
- -1 MIN END DISTANCE
1144 `MAX C/C SPACING
1 MIN, 2 1/2 MAX EDGE DISTANCE
•
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LANDING COLUMN (LP -1)
ONE AT EACH CORNER OF LANDING
1 1 .
2
PLAN ® E3EAM
SECTION @ BEAM
Ct.
t F
._J
1/2 DIA x ,2 3/4 EXPANSION
ANCHORS, BY OTHERS.` (RED
HEAD WS1223 OR EQUIVALENT)
5/8
LPA 2 MACHINE L 80 3 T� TO YPICAL
( ) ( ) ' LANDING
COLUMN. (24 TOTAL EACH LANDING)
JOIST TO END BEAM
_ Him 181;"
Iloilo —1
DECKING LAYOUT -- PLATFORM—PAK AND DEa�K--PAK
(` LANDING BEAM (LP -2) W/
(4). 5/8 DIA MACHINE BOLTS
EACH END TO LANDING COLUMN
(TYPICAL OF 2)
LANDING ' COLUMN BELOW, TYP.
[
8 x 3 LANDING 'STRUT '.(LP -3)
/ (2) 5/8 DIA MACHINE BOLTS
EACH END TO LANDING COLUMN
(TYPICAL OF 2)
PLANK —PAK DECKING x 14 GA TO
LANDING BEAM . (LP -2) W/ #12 x
3/4 'TEK FASTENER (TYPICAL OF 5)
LANDING HANDRAIL: .
PROVIDE (3) HANDRAIL POSTS AND
NUMBER OF RAILS TO MATCH AT
,MEZZANINE. CAP ALL ENDS, TYP.
SECURE HANDRAIL POST BASE TO
LANDING W/ (4) 5/16 x 1 BOLTS
4 x 4 KICKPLATE AT HANDRAIL, TYP.
[( 8 x 3 LANDING COLUMNS (LP-1)
TYPICAL OF 4)
BASE PLATE 4 x 9 x 3/8
SHOP WELDED TO COLUMN, TYP.
`PLANK —PAK DECKING BEARING AT LANDING
ABEAM (LP -2). SECURE W/ #12 x 3/4 'TEK
(LANDING BEAM (LP -2) END (4) 5/8 DIA
`MACHINE BOLTS EACH END'TO'COLUMNS
20 x 4 -1/2"
SINGLE BEAM
RCS) JOIST CLIP
3 x 3 x 6x 10 GA., TYP.
t
w/ (4) 5/3 "o x 1 1/4" M.
; ,'q) R 4 .. -1 '
.) (..E BEAM
.JV�.. ♦ .I I I`, T T` J
-,� `TYPICAL Joist
( STAGGER DECK —PAK SHEETS AS SHOWN,
1W/ LONG EDGE PARALLEL TO SPAN OF DECK
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(REFER TO PLAN FOR
8
PLAN VIEW
LANDING OUTLINE. PROVIDE 1/2 , DIA
EXPANSION 'BOLTS AT LANDING . COLUMN
BASE PLATES (SUPPLIED BY OTHERS)
SECTION 0 BEAM
'SECURE PLATFORM -PAK DECK W/ #12 x 3/4 TEK
FASTENERS TO PARALLEL BEAMS AT 12 O.C.
[ PLATFORM—PAK FORMED STEEL DECKING, TYPICAL
(1 1/2 INCH NET DEPTH)
'SECURE PLATFORM -PAK DECK W/ #12 x 3/4 TEK
FASTENERS AT EACH VALLEY AND FRAME MEMBER
(STRUTS AND JOISTS) INTERSECTION.
STURD -1 FLOOR" T. do G 'DECK -PAK SHEATHING.
ATTACH TO PLATFORM —PAK DECK W #6 x 1 5/8
BUGLE HEAD TEK (28 PER FULL 4' x 8' SHEET).
REFER TO FRAMING PLAN FOR DECK -PAK
THICKNESS
11
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PLAN ® BEAM
ELEV 0 BEAM
5.
0
0
1
END BEAM FIELD SPLICE
END OR INTERIOR STRUT •
(BCP) BEAM CONNECTION
PLATE (ONE EA SIDE OF WEB)
W/ 6 - 3/4 "0 x 1 1/2"
A449 GRD 5 BOLTS
20 x 4 -1/2"
SINGLE BEAM
STURD -I-- FLOOR' DECK -PAK SHEATHING
SEE PLAN FOR THICKNESS
'• ---_. #6 x 1 5/8 'BUGLE HEAD TEK
USE 28 (MIN) PER 4' x 8' SHEET
--( PLATFORM—PAK 1 1/2 INCH NET DEPTH
FORMED STEEL DECKING
ECK JOIST, TYPICAL
x 3/4 TEK FASTENER AT EACH DECK
VALLEY TO FRAME BEARING MEMBER E3ELOW
DECKING CONNECTION DETAIL PLATFORM -PAK / DECK —PAK
GENERAL NOTES
4 ALL OTHER ' BOLTED CONNECTIONS USE 5/8 "0
A307 MACHINE BOLTS. TYPICAL BOLT "SPACING
IS 4" AND TYPICAL EDGE AND DISTANCE' USED
IS 1-1/2", UNLESS OTHERWISE NOTED.
ALL STRUCTURAL MEMBERS ARE COLD FORMED
PER AISI SPECIFICATIONS AND ARE FABRICATED
AND WELDED ACCORDING TO AISI PROCEDURES.
6. ALL MATERIALS ARE FABRICATED BY CITY OF'
LOS ANGELES APPROVED FABRICATOR #1102.
ALL FRAME AND JOIST SIZES 'SHOWN ARE THE
SIZE 'NOMINAL SIZE 014SEN I N
L SO S. REFER E ER T0.
THE
SECTION PROPERTY IN THE DESIGN CALCULATIONS
FOR ACTUAL MEMBER DIMENSIONS AND GEOMETRIC
PROPERTIES.
ALL COLUMNS ARE FABRICATED WITH A SHOP
� ' WELDED BASE PLATE. LOOSE BASE PLATES
WITH ALLIGNMENT HOLES, MAY E3E USED'. IN
LIEU OF FOOTINGS, AS REQUIRED FOR COLUMN
REACTION LOADS. REFER TO THE ANCHOR BOLT
LAYOUT PLAN FOR SIZE AND LOCATION
9. EXPANSION ANCHORS (3/4 -0, "RED HEAD" WS3442,
OR EQUAL PER ICBO REPORT NO. 1372) SHALL
BE SUPPLIED BY THE ERECTOR. 3/4" ANCHOR
BOLTS CAST INTO CONCRETE FOOTINGS,
SPACED PER TxrIE ANCHOR BOLT LAY'JOT, MAY BE
USED IN LIEU OF THE EXPANSION ANCHORS.
(BCP) EACH ` SIDE OF WEB
ALL PRIMARY AND SECONDARY FRAMING MEMBERS ARE
FABRICATED FROM ASTM A446 -75 GRADE ''D MATERIAL,
(FY = `KSI, MIN.) AND ARE G60 GALVANIZED.
2. USE EIGHT' (8) 3/40 ` BOLTS (ASTM A449, ' GR. 5 ;
FU = 120 kst, MINIMUN). INSTALL WITH DOUBLE EACH BENE
BO H MA MUMA Eg 80TH NUT AND
AT THE LIGHT GAGE MATERIAL IS ING
88C K!P CITY
S. ._
THE SHEAR CAPACITY WITH THREADS INCLUDED
"N THE :SHEAR, PLANE IS 9.01 ' KIPS AND 'DOES
NOT, : GOVERN DESIGN. BECAUSE THIS IS A BEARING
CONNECTION AND THREADS ARE NOT REQUIRED BY
DESIGN TO BE EXCLUDED FROM THE SHEAR PLANE,
HIGH `STRENGTH BOLTING SPECIAL INSPECTION
Is NOT RE UIR
Q E D.
MAR
Ica
bE T1ON @ BEAM
HANDRAIL POST TO DECKING — PLATFORM -PAK / DECK —PAK
1 PIPE RAIL POST, , TYP:
RAIL CLAMPS FACE OUTWARDS
WITH RAIL MOUNTED "OUTSIDE"
OF MEZZANINE.
6' MAXIMUM 11 POST SPACING,
TYP.
END` BEAM OR STRUT
(HANDRAIL POST BASE PLATE, TYPICAL
ATTACH THIS PLATE TO DECKING:,
HOLES FOR 5/16 DIA MACHINE BOLT, TYPICAL
HANDRAIL POST
{ 3—RAIL HANDRAIL SYSTEM
W/ DISTANCE'(. BETWEEN RAILS
NOT TO EXCEED' 12" CLEAR
1 1/2 DIA PIPE RAILING, TYPICAL
r 4 x 4 KICKPLATE @ ALL
HANDRAIL, TYP. ATTACH
KICKPLATE TG DECKING
SURFACE W/ #12 x 3/4" TEK
FASTENERS 2" O.C.
3 USE SIX ` (6) 3/4 "0 BOLTS, PER ABOVE SPECIFICATION
AT ALL BEAM FIELD SPLICES, WHERE OCCURS.
PLATES WEB ONE EACH �(2) TWO
LATES P
EACH ; BEAM FIELD''BEAM SPLICE REQUIRES
PER H SIDE. INSTALL (4) FOUR CITY OF TUkWIL,
PLATES TOTAL AT DOUBLE INTERIOR BEAM
FIELD SPLICES. APPROVED
•
BUILDING DIVISION
1990
• n M
rtr.CEIVEJ)
CITY OF TUKWII.J\
FEB 2 8 1990
PERMIT CENTER
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Industrial Structures
Post office Box 60
Carpinteria, CA 93013
Telephone: 800-235-6915
On Calif.) 805-684-:-8322
FAX 805 -566 -6608
1 20 x 4-1/2"
STRUT / JOIST
( 20 x 4 -1/2"
I CONT END BEAM
4 - 1 / 2 "
CORNER COLUMN
REINFORCING PLATES AT
BOTH FLANGES, TYPICAL
(AS REQUIRED, SEE PLAN)