HomeMy WebLinkAboutPermit D02-241 - WESTFIELD SOUTHCENTER MALL - SEISMIC UPGRADED02-241
WESTFIELD
SHOPPING TOWN
SOUTHCENTER
633 Southcenter Mall
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Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
i DEVELOPMENT PERMIT Z
Parcel No.: 2623049023 Permit Number: D02 -241 H w
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Address: 633 SOUTHCENTER MALL TUKW Issue Date: 09/19/2002 5
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Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
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4 City of Zukwila
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Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
PERMIT CONDITIONS
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, Parcel No.: 2623049023 Permit Number: D02 -241 , i"" w
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Address: 633 SOUTHCENTER MALL TUKW Status: ISSUED QQ
Suite No: Applied Date: 08/16/2002 U 0
Tenant: WESTFIELD SHOPPING TOWN - SOUTHCENTER Issue Date: 09/19/2002 co p
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City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
17: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) z
18: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of <
intended use. . ;� z
19: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such re 2
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8. J0 . iff,py CITY OF TI LKWILA
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u' _ 'rte a 6300 Southcenter Blvd., Suite 100
'rig !'� Tukwila, WA 98188 Permit Number (
(206) 431 -3670 • 2 —,2 q
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.
Project Name /Tenant: £{j 'T7 c /1:3 5/k /)/ A Value of Construction: • / �. Jg�l OW
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S'te Addressliticlude hite numtbfrr) Cit State /Zip: Tax Parcel Number:
P o erty Owne Phone:
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Street Address: City State /Zip: Fax #:
Con Phone:
Street Address;
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Architect: Phone:
Street Address: City State/Zip: Fax #:
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Description of work to be done (please be specific): �, l , o J w
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Existing use: Retail ❑ Restaurant ❑ Multi-family ❑Warehouse ❑ Hospital
El Church El Manufacturing ❑ Motel /Hotel ❑ Office I j
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❑ School /College /University ❑ Other . H W
Proposed use: Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse El Hospital Z H
❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office Z O
❑ School /College/University ❑ Other w
Building Square Feet: j OM t existing No. of Stories: Area of construction (s q ft): U 0 u)
Will there be a change of use? 7.1 yes no If yes, extent of change: (Attach additional sheet if necessary) W F-
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Will there be rack storage? El yes no I
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Existing fire protection features: sprinklers ❑ automatic fire alarm El none ❑ other (specify) Ili Z
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Will there be storage of flammable/combustible hazardous material in the building? ❑ yes no ~O I
Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Sa Data Sheets Z
l APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING:
(Additional reviews may be determined by the Public Works Department)
❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone ❑ Hauling
❑ Fire Loop /Hydrant (main to vault) #: Size(s):
El Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation
❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public
❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public
❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only
❑ Water Meter /Permanent # Size(s):
❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: r ,. W .�,. A . ,...,
❑ Miscellaneous
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
IIIND
Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once.
Date application accepted: Date application expires: Application taken by: (initials)
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PLEASE SIGN BACK OF APPLICATION FORM 4... us.
1l /30/00
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APPLICATIO•MUST BE SUBMITTED WITH THE SLOWING:
• 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)
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 Z
10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use W
only) QQ
11. Location and gross floor area of existing structure with dimensions and setback J U
12. Lowest finished floor elevation (if in flood control zone) U a
13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). W
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` ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled co w
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❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of 2
any hazardous materials; dimensions of proposed tenant space.
❑ Vicinity Map showing location of site = d
❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack z
layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of Z O
rack. Structural calculations are required for rack storage eight feet and over. w w
❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished v 0
❑ ❑ O� Construction details 0 H
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❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water I
supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed u O
sprinkler system design criteria as identified by the Fire Department.
❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. P
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❑ ❑ 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 1 ' r
be required as part of this submittal
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I HEREBY ERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF t
Alga JURY BY THEE S OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. •
BUIL i ING O alEL OR A THO;�M D AGENT: • o
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Print name 1 / l
Address m f I I 9? City /State /Zip
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11/30/00 i WNN 111011
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6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
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RECEIPT , , p.:
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Parcel No.: 2623049023 Permit Number: D02 -241 U 0
Address: 633 SOUTHCENTER MALL TUKW Status: PENDING N 0
Suite No: Applied Date: 08/16/2002 . w i
Applicant: WESTFIELD SHOPPING - SOUTHCENTER Issue Date: N
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Receipt No.: R020001198 Payment Amount: 488.36 g 5
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Initials: SKS Payment Date: 08/16/2002 12:23 PM = 0
User ID: 1165 Balance: $0.00 I _ ,
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Payee: AIC SERVICES INC UJ j
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TRANSACTION LIST: 0 '—
Type Method Description = w .
Amount LL g ,,
Payment Check 14207 488.36 0
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Description Account Code
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PERMIT NO : 102 I TENANT NAME: j Q N6
Soi•XMcgAgge
BUILDING PERMITS
INSPIBCTIONS CONDITIONS
❑ 1 Progress Inspection Status Wg 10001 No changes will be made to the plans unless approved
❑ 2 Pre- construction by the Engineer and the Tukwila Building Division
3 Investigation ❑ 10002 Plumbing permits shall be obtained through King Co
4 OK to Occupy 0 10003 Electrical permits obtained through L & I
• 5 Remove Stop Work Order 10004 All mechanical work shall be under separate permit Z
6 Follow -up . 10005 All permits, insp records & approved plans available , 1 Z
❑ 7 Pre -Move Inspection 10006 All structural concrete shall be special inspected Z
❑ 50 WSEC Residential if 10007 All structural welding shall be done by WABO certified r 1
0 60 WA Ventilation/Indoor AQC inspector MO
❑ 70 NLEA Inspection/Modular Struct ® 10008 All high - strength bolting shall be special inspected U O
❑ 71 Mobile Home Tie Down Insp 1101 10009 Bolts installed in concrete shall be special inspected • N ❑
72 Marriage Lines 10010 When special inspection is required...notify Tukwila v) W
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' 90 Resteel Building Division H
. 95 Footing Drains al 10011 The special inspector shall submit a final signed report tl) u-
❑ 100 Foundation Footings ❑ 10012 My new ceiling grid and light fixture installation w 0
❑ 200 Foundation Walls ❑ 10013 Partition walls attached to ceiling grid 2
❑ 250 ` Foundation Insulation ❑ 10014 Readily accessible access to roof mounted equipment g 15
❑ 300 Concrete Slab/Slab Insulation . ❑ 10015 Engineered taus drawings & calcs shall be on site u-
❑ 350 Crawl Space ❑ 10016 Any exposed insulation backing material shall have 2 d
❑ 400 • Shear Wall Nailing ❑ 10017 Subgrade preparation including drainage, excavation = w
450 Plywood Wall Sheathing ❑ 10018 A statement from the roofing contractor verifying fire Z
500 Roof Sheathing Nailing retardant class of roof •
525 Plywood Deck Nailing I 10019 All construction to be done in conformance w /approved Z O
❑ 550 Exterior Wall Sheathing plans w w
❑ 600 Masonry Chimney - j p
.� 610 Chimney Installation/All Types ❑ 10020 Structural observation shall be provided for this project 0 to
700 Framing ❑ 10021 All food preparation establishments must have King Co 0 —
750 • Roof/Ceiling Insulation ❑ 10022 Fire retardant treated wood shall have flame spread of I =
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800 Floor Insulation ❑ 10023 Notify Building Division prior to placing any concrete H U
8 Wail Insulation . • ❑ 10024 All spray applied fireproofing shall be special inspected
802 Exterior Roof Insulation ❑ 10025 All wood to remain in placed concrete shall be treated L I 0
❑ 803 • Glazing Inspection 10026 All structural masonry shall be special inspected ill Z
i ❑ 815 Lighting and Controls 10027 Validity of Permit U N
❑ 900 Suspended Ceiling 10028 Rack storage requires separate permit I H
❑ 1000 Interior Wallboard Fastening z
❑ 1001 Exterior Wallboard Fastening ❑ 10030 No occupancy of building until final insp by Bldg Div
0 1110 Pre -Move Inspection ❑ 10031 Comply with requirements of TMC 16.04
❑ 1115 Motor Inspection ❑ 10032 Remove all weeds, concrete, stone foundations, flat ti
❑ 1120 Pre -Demo cones
❑ 1140 Pre -reroof ❑ 10034 Removal of septic tanks require approval and 1
❑ 1400 Final-Fire compliance with King Co Health Dept.
II 1700 Final- Building ❑ 10035 Contact PW Div to obtain insp for water /sewer connect
1900
3100
Final- Reroof ❑ 10036 Manufacturers installation instructions required on site
Site Visit
4000 Special- Concrete ❑ 10038 A C of O will be required for this permit
4001 Special-Bolts in Concrete ❑ 10039 Final approval for all TI w /in the limits of the SC Mall
❑ 4001 Special - Mom/Resist Conc Frame
4003 Special -Reinf Steel Prestress • ' ❑ 10040 All construction noise to be in compliance with 8.2 TMC
4004 Special - Welding ❑ 10041 Ventilation is required for all new rooms & spaces
4005 Special -High- Strength Bolting " `' "' `
4006 Special- Structural Masonry ❑ 10042 Fuel burning appliances
❑ 4007 Special-Reinf Gypsum Concrete ❑ 10043 Appliances, generate which genate
l`a; 10044 Water heater shall be anchored
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❑ 4008 Special- Insulating Conc Fill ❑ w�°
0 4009 Special -Spray Fireproofing ❑ 10045 Reroof s `,,
❑ 4010 Special - Piling, Piers, Caissons ❑ "Anchoring — All new construct and substantial
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❑ 4011 Special- Shotcrcte improvement shall be anchored to prevent flotation " ''''
❑ 4012 Special - Grading, Excav/Fill _ ` {
❑ 4013 Special- Retaining Wall U '<Y?°x
❑ 40 Special- Panels Plan Reviewer ... Date: 2 w .. '
❑ 4015 Special-Smoke Control System _ i �' $$ ?' h��.
Permit Tech: Date:
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INSPE - 0 N NO. PEI; N . U) u.
CITY OF TUKWILA BUILDING DIVISION 4. ■1 A 0
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0 $47.00 REINSPECTION FE: REQUIRED. Prior to inspection, fee must be —
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paid at 6300 Southcent- :lvd., Suite 100. Call to schedule reinspection.
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J: t �� r i f Tuki,vila Ste ven M. Mullet, Mayor
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FINALAPP.FRM Rev. 2/19/98 T.F.D. Form F.P. 85 .,,"
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Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 r
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6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 g =I
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0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be ,
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O i ' � �► r % � City of Tukwila Steven M. Mullet, Mayor
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0 i i*l� : ? - Department of Community Development Steve Lancaster, Director
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March 10, 2003 H Z
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Rob Robinson J U
10004 66th Avenue East 0 0 •
Puyallup, WA 98373
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RE: Permit Application No. D02 -241 _1 H
633 Southcenter Mall W u-
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p Dear Permit Holder: 2 y F-
In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila u. j
Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the = a
Building Official under the provisions of this code shall expire by limitation and become null and void if the I— _
building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if Z H
the building or work authorized by such permit is suspended or abandoned at any time after the work is j o
commenced for a period of 180 days. z I—
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Based on the above, you are hereby advised to: U p to
• Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final . H
inspection. = u1 ,
This inspection is intended to determine if substantial work has been accomplished since issuance of the permit j R
or last inspection; or if the project should be considered abandoned. - Z
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If such determination is made, the Building Code does allow the Building Official to approve a one -time U =
extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why ~O I—
circumstances beyond the applicants control have prevented action from being taken. Z .
j In the event you do not call for the above inspection or request and receive an extension prior to April 29, 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. •
Sincerely,
-,... ), 4 6.fr.c.ce_c_
Stefania pencer
Permit Technician
Xc: Permit File No D02 -241 1 iz:: h.
Bob Benedicto, Building Official k , ,,- -qk
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6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ,:,f e
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CASCADE TESTING LABORATORY, INC. 113336
TESTING & INSPECTION / ENGINEERS PREVIOUS
T 12919 N.E. 126TH PLACE REPORT No. No.
KIRKLAND, WASHINGTON 98034 REC _
EVERETT 9 O 17 00 DAT ^ _ 0 CE N0 . _ ‘ . 7 9 �
FIELD REPORTocr o 4 2002 PROJEC S e.).2..... \, ��
DEVELOPMENT I7 ;A ON cex)\(LceAx.e( �('ke t\ " 1 ` ,43 .
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INSPECTION PERFORMED ITEMS INSPECTED U. j
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SUPPLIER TOTAL CU. YD. PLACED
SLUMP (INCHES) SPECIMENS CAST
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YES NO _ ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS
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TEST RESULTS APPLY ONLY TO THE ITEMS x!r;,'a� `" ` ' t "'
HEREIN TESTED. THIS REPORT SHALL NOT INSPECTOR(S), NAME(S) PRINTED I ;r,,.
BE REPRODUCED EXCEPT IN FULL, WITH- � �� S ; ':
OUT THE WRITTEN APPROVAL OF CASCADE i /,
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TESTOTORYINC ING TSITURE �' � �-� •- . ? SED 8/ 00 SIGNED BY -. -4
COPIES T0: , F ' 1
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RECEIVED
FILE CITY OF TUKWILA
FII-E C ? .
i AUG 1 6 2002
,
SOUTHCENTER ��STRUCTURAL SEISMIC MODIFICATION PERMITCENTEP.
PHASE 5A SUGGESTED PROCEDURE z
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I ALL WORK IS TO BE PERFORMED, BUT NOT LIMITED TO, UNITS E578 AND E580. W
i. 1. INSTALL (3) THREE NEW COLUMNS ON WEST SIDE OF EXISTING COLUMNS ON
-JO
•
LNE "28" AT GRIDS "0" "P" & "Q" SEE ELEVATION "1" SECTIONS "L" "M" & : . U) Ci
I "N" ON DRAWING S -14A FOR INFORMATION AND NOTES. REFERENCES TO SIMILAR
DETAILS ON DRAWING S -15B ARE INDICATED. J H
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A. NEW COLUMNS ARE TO BE CENTERED ON EXISTING COLUMNS, THEY MAY BE OUT W O
OF PLUMB. 2
B. SHIM NEW COLUMNS UNDER BASE PLATES TO MAKE COLUMN CAP PLATE TIGHT TO
UNDERSIDE OF EXISTING BEAMS. u.Q
C. FIELD -WELD NEW COLUMNS TO SIDES OF THE (3) THREE EXISTING COLUMNS, N d
SEE SECTIONS "L ", "M" & "N" ON DRAWING S -14A. = W
D. FIELD -WELD NEW COLUMNS CAP PLATE TO THE UNDERSIDE OF EXISTING BEAMS, ~ Z
SEE DETAILS Z
U S & "T" ON DRAWING S -14A. . 1-0
2. INSTALL (2) TWO NEW W21X44 BEAMS BETWEEN NEW COLUMNS. SEE ELEVATION "1 ", W
DETAILS "R " , "S" & "T" ON DRAWING S -14A. ? D
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A. MAKE SURE BEAM BETWEEN COLUMNS "P" & "Q" IS TIGHT TO THE BOTTOM O N. '
FLANGE OF EXISTING 12B19 BEAM a H
B. TORQUE ALL BOLTS TO "SLIP- CRITICAL" LEVELS. = W
C. FIELD -WELD NEW W21 BEAM TO BOTTOM FLANGE OF EXISTING 12B19 BEAM, -2.
BETWEEN COLUMNS P �� & Q , SEE SECTION Q ON DRAWING S -14A. 11.0
3. INSTALL C8 CHANNELS BETWEEN NEW W21 AND EXISTING 12B14 BETWEEN COLUMNS "0" U
& "P", SEE ELEVATION 1 AND DETAILS "R" & "S" ON DRAWING S -14A. E- _•
F-
A. FIELD -WELD C8X11.5 CHANNEL TO BOTTOM OF EXISTING 12B14, SEE 0 .
1 SECTION "P" ON DRAWING S -14A.
B. INSTALL AND FIELD -WELD VERTICAL C8 CHANNELS PER ELEVATION "1" FROM
1 TOP OF NEW W21 AND UNDERSIDE OF NEW C8 AT BOTTOM EXISTING 12B BEAM.
I C. INSTALL AND FIELD -WELD THE DIAGONAL C8 TO THE VERTICAL C8 CHANNELS. 1,
4. INSTALL (2) TWO BAYS OF VERTICAL "X" BRACING BETWEEN NEW COLUMNS AND UNDER
NEW W21 BEAMS.
i .
A. LAYOUT THE LOCATION OF DIAGONAL TUBE BRACING ON EXISTING METAL STUDS
OF THE DEMISING WALL. CUT EXISTING STUDS AND REINFORCE PER DETAIL
"L" ON S -15B. CM OFF • Uy.Vi1LA
B. INSTALL AND FIELD -WELD NEW TUBE DIAGONAL BRACING. AM „ju
5. INSTALL ONE HORIZONTAL "X” BRACE BAY TO THE UNDERSIDE OF EXISTING ROOF
STRUCTURE, SEE DETAILS ON DRAWING S -15A. AUG 2 9 1 - • �-' - -', .
NOTE: THE SECOND HORIZONTAL "X" BRACED N.:, {; >: ,#.'9
1/
BAY UNDER THE CONCRETE MECHANICAL I( / /,� - 71:
ROOM FLOOR IS NOT REQUIRED. -- � '- g - + y �+" T i�01 ` ' Y'
7,, to J
A. TUBE BRACING RUNS FROM 16WF BEAM ON LINE "0" TO 21WF ON LINE "P". .': i
SEE ELEVATION "1" ON DRAWING S -14A AND DETAILS "10" & "11" ON DRAWING
i
S -15A FOR INSTALLATION OF CONNECTION PLATES AND WELDS. R
6. GROUT NEW COLUMN BASES WITH AN APPROVED "NON- SHRINK GROUT ". —'+
1H C' Sxi'
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NOTES #1
STRUCTURAL STEEL
ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A -992 GRADE 50 (FY = 50 KSI) EXCEPT
TUBULAR SECTIONS WHICH SHALL CONFORM TO ASTM A -500 GRADE "B" (FY = 46 KSI).
ANGLES, CHANNELS, PLATES, AND BARS MAY CONFORM TO ASTM A -36 (FY = 36 KSI) AS A Z
1 MINIMUM , 11
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DETAILING, FABRICATION,.. AND ERECTION SHALL CONFORM TO THE LATEST AISC Q ?
SPECIFICATIONS. J V .
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ALL STRUCTURAL STEEL SHALL BE UNPRIMED STEEL. N W •
FIELD CONNECTIONS SHALL BE BOLTED, BEARING TYPE UNLESS NOTED OTHERWISE, USING -I H. .
3/4" HIGH STRENGTH BOLTS CONFORMING TO ASTM A - 325. ONE SIDED CONNECTIONS ARE CO u..
• NOT PERMITTED UNLESS DETAILED ON DRAWINGS. w O.
ALL WELDING SHALL BE DONE USING E -70XX ELECTRODES IN ACCORDANCE WITH THE LATEST g Q.
. AWS SPECIFICATIONS.
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GENERAL CONTRACTOR SHALL VERIFY ALL STRUCTURAL BEAM COLUMN AND BRACING =
LOCATIONS, AND CLEARANCES PRIOR TO ERECTION. Z H
{ .FIELD VERIFY ALL CONDITIONS AT AND CONNECTIONS TO THE EXISTING CONSTRUCTION Z O
• BEFORE FABRICATION. W w.
. 2D. • .
INSPECTIONS SHALL BE MADE BY QUALIFIED TESTING AGENCY FOR ALL FIELD WELDING AND . 'D 0
BOLTING PER UBC CHAPTER 17. !O N• '
NON METALLIC SHRINKAGE— RESISTANT GROUT COMPLYING WITH CE— CRD —CC21 WITH 5000 PSI = tit U .
MINIMUM COMPRESSIVE STRENGTH AT 3 DAYS AND 8000 PSI AT 28 DAYS. • �F=.
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PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D02 -241 DATE: 08 -16 -02
PROJECT NAME: WESTFIELD SHOPPING TOWN - SOUTHCENTER z
SITE ADDRESS: 633 SOUTHCENTER MALL cc
X Original Plan Submittal Response to Incomplete Letter # 0 p
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1 Response to Correction Letter # Revision # _ After Permit Is Issued w =
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DEPARTMENTS: 5
Awd $' Zro 51 40L g -V 1 ' DP12 - 8 -20 N
Buil id ng Division 0 Fire Prevention 0 Planning Division M = Cy
Public Works Structural I— _
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5 w $ t - 20 - D � ❑ Permit Coordinator _ Z F
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I DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08-20-02 2 D
i U Incomplete ca
Complete p ❑ Not Applicable ❑ On H
lete d
Comments: = Ili
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Permit Center Use Only Li.l Z
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INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: H I
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Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: z
TUES /THURS ROVING:
1
Please Route ag Structural Review Required ❑ No further Review Required ❑
REVIEWER'S INITIALS: DATE:
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APPROVALS OR CORRECTIONS: DUE DATE: 09-17 -02
Approved ❑ Approved with Conditions Not Approved (attach comments) ❑
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Notation:
REVIEWER'S INITIALS: DATE: 4 • "10,
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Permit Center Use Only f :447 .:,.ksh.
CORRECTION LETTER MAILED: {'�
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Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: z f;�.}r Y "
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FERMI 4 c, tu %` :`
T COORD COP t�,;,,,s. s:.;:
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roof framing plan
section 1 section 3
mezzanine floor framing plan
detail
sections seismic upgrade details phase 5a
details
horizontal x bracing follows connection elevations
seismic upgrade details
details