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Permit D2000-360 - SOUTHCENTER MALL - TENANT IMPROVEMENT
SOUTHCENTER MALL 804 SOUTHCENTER MALL D2000 -360 OCCUPANT CONTRACTOR. { PO BOX 73397, PUYALLUP WA 98373 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** • City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 262304 -9004 Address: 806 SOUTHCENTER MALL Suite No: Location: _.. Category: ARET Type: DEVPERM Zoning: Const Type: Gas /Elec.: Units: 001 Setbacks:__ North:_ . Water: N/A Wetlands: South: .0 Sewer: N/A Slopes: N Contractor License No:_ ARCHIIC043C1 . OWNER:: CONTACT.. DEVELOPMENT PERMIT Permit No: Status: Issued: Expires: Occupancy: STORE UBC: 1997 Fire Protection: SPRINKLERS East: .0 .. West: . _ .0 Streams: (206) 431 -3670 D2000 -360 ISSUED 12/08/2000 06/06/2001 SOUTHCENTER MALL Phone: 804 SOUTHCENTER MALL, TUKWILA WA 98188 _ SOUTHCENTER JOINT VENTURE ATTN: JAMES J GUDIN, 25425 CENTER RIDGE RD, CLEVELAND OH 44145 ROB ROBINSON Phone: 253 - 848 -5948 ..P0 BOX 73397, PUYALLUP . WA 98373 ARCHITECTURAL INT /CNST SRV INC Phone: 253- 848 -5948 Permit Description:._ TENANT IMPROVEMENT RECONFIGURE UNITS E -584 AND E- 588 INCLUDING DEMOLITION AS SHOWN. •. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** _Construction Valuation; $._ 20,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: . Size(in) .00 Flood Control Zone: N Hauling: N Start Time: End Time: Fill: _-Land Altering: N Cut: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N ****** 1i*********************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * __TOTAL DEVELOPMENT PERMIT FEES: $ 534.56 _^****************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Permit Center Authorized Signature: Date: I. hereby certify that I have read and examined this permit and know the same to be true and correct. 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 state or local laws regulating construction _ or . the performance of work. I am authorized to sign for and obtain this development permit. Signatur Print Name Date: , 3 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. z w re 00 • 0 J H • u. w 0 q LL ?I = • a � z �. I-0 Z I- w U 0 - o �: w W . H U ' wF- . O W z UN 0 H 0 z CITY OF TUKWILA Permit No: D2000 -360 Address: 806 SOUTMCENTER MALL ,Suite: Tenant: Status: ISSUED Type: DEVPERM Aoolied: 11/13/2000 Parcel ' #:`262304 -9004 Issued: 12/08/2000 * *** **************** k* k********** * * * * * * * * * ** * ** ** ** * * * *k•k * * * * ** Permit Conditions: 1. No changes will be made to the Plans unless aeoroved by the ;Engineer and the Tukwila Building Division. . 'Whe.n special inspection 1s reoulred either the owner, architect or engineer' >'shall notify the 'Tukwila.Bui1ding Division of appointment of the inspection agencies prior the first building inspection. ' Copies of all special inspection reports shall be submitted to the Bui lding Division in, a timel y manner, Reports shall contain address, project ,name, permit number and type of .inspection being Performed': 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. • Anv new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic, Zone? 3. 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 St ate'Energy Code (1997 . . Edition). . Validity of Permit. The issuance of a permit or approval of plans;, specif teat ions, and computations shall not be con strued to, be a permit for, or an approval of , any violation .r of . any of, provisions of the bui' l d i n g code or of any other ordinance of. the ,jurisdict`ion. No permit presuming, 't give authority to violate or cancel the provisions of this 'code shall be ` 'val id: Electrical - permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be.inspected by that agency (248 - 6630) . . `Ali permits inspection records, and approved plans 'shall.be available at the "'job site prior to the start of any con - struction. These documents are to be maintained and avail - able until final inspection approval is granted. • All structural welding shall be done by W.A.B. O. certified welders and special inspected (UBC Sec. 306(a)5). 10. ***FIRE DEPARTMENT CONDITIONS * ** 11. The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 12. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguishers) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10. 3 -1.1) 13. Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the Floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. 14. Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 106.3) (UFC Standard 10-1) 15. Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed: (NFPA 10, 1 -6.5) Fire extinguishers require monthly and yearly inspections. They must have a tag, or label securely attached that indicates,the month and year that the inspection was performed ; and shall identify the company or ''person performing the service (NFPA 10, 43, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable ' recharge procedures. (NFPA 10, 4- 4.1) If the, required .- monthly and yearly 'inspections of the fire ext;ingui'sher(s) are not accomplished or the inspection, tag is'not complete, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4-3, 4-4) 17. Maintain fire extinguisher coverage throughout. 18.:No pointin an unsprinkleredbuilding may be more than 200 feet`.' from an exit, . measured along the path of travel. (UBC 1004.2.5.2:1) No point ` a.: sprinklered building may be more than 250 feet from an exit, measured along the path of travel. (UBC 1004'.2.5.2'.2) 0.'Exit' 'doors shall swing in the direction of exit travel.- when serving any hazardous area or when serving an occupant load of 50. ,more (UBC 1003.3.1.5) Exit doors shall, be openable from the inside without the of a key or any special knowledge or effort. Exit . doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) 22. Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (UFC 1207.3) 23. When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1003.2.8.2) 24. When two or more exits from a story are required and when two or more exits from a room or an area are required, exit signs shall be illuminated. (UBC 1003.2.8.4) 25. Internally illuminated exit signs shall have both bulbs working at all times. (UBC 1003.2.8.4) 26, Exits shall be illuminated any time the building is occupied with light `"'ying an intensity of not 1,s than 1 , foot candle at floor - ,evel. Fixtures required f exit illumination shall be supplied from separate sources of ;power for Group I, Division 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 1003.2.9, 1003.2.9.2) 27. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of it's failure, illumination shall be automatically provided from an emergency system for Group I, Divisions 1.1. and 1.2 occupancies and for all other occupancies where the means of egress system serves an occupant load of 100 or more Such emergency systems shall be installed in accordance with the electrical code. (UBC 1003.9.2) All exit signs shall be illuminated at all times. To ensure continued .illumination for a duration of not less than 1 1/2 hours "`i;n "case of primary power loss, the e x i t signs shall also be connected to an emergency electrical system provided from storage batteries, unit equipment or an on site generator set, and the system shall be installed in accordance with the electrical code (UBC 1003. 2.8.5) . .Ma i ntian Sprinkler coverage per `'N. F. P. A. 13. Addition/relocation of walls, closets or partitions require relocating and /or,adding sprinkler heads. 0. Sprinkler, protection shall be extended to all areas where all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA . All :new sprinkler systems and all :modi to existing ,sprinkler systems ;shall' have fire department review and 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;'a. 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 word; shall commence without approved drawings. (City Ordinance #1901) 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) 33 Maintain automatic fire detector coverage per N. F. P.A.'72. Addition /relocation of walls, closets or partitions' may require relocating and /or adding automatic fire detectors. Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72, 5- 1.4.2) . All new fire alarm systems or modifications to existing systems shall have the written approval of the Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1900) (UFC 1001.3) 36. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 37. An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110-16(a), NEC 110-16(c)) 38. Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110-22) 39. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 1111.1) 40. The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 8-B of the Uniform Building Code. (UBC 804.1) 41. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) 42. In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the mein entry door. (UFC 901.4.4) . Fire Department lock boxes' Shall be provided for access to , all fire alarm panels and sprinkler risers. The appropriate keY(s) for access shall be placed in 'the lockbOx. Lockbox order forms must be obtained from the Tukwila Fire Department. (City Ordinance #1900). 44. Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests.' MFG 10.503) (City Ordinance #1900 and #1901) 45. This review limited to speculative tenant space only - sOcial, fire permits may be necessary depending on detailed description of intended Use. 46. Any overlooked hazardous condition and/pr violation of the adopted Fire or Building Codes does' not imply approval of such condition or violation. 47. The plans Were reviewed by _511 . If You have any questions, please call the 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 provisions of any other work or local laws regulating construction . or the performance of work. Signature Print Name :2. J Project NamefTenant: i r ., ) �} \C M cz KQ eCv! -C, �,,�e_ 0 nil 4) i=. S n( k L. 5 c, Value of Construction: D ova t Site Address: 0/- City State /Zip: U , Tax Parcel Number: Properly Ow r: Phone Street Address: City State /Zip: 3.5 C �e_cR, ce cs \_ C Q-.aelc-t - v-\ , Tilt- 15 4-I)�a Fax #: ontrac CCht t Q � ��ec�oc-� - ��n�Cc�C t. 5;��, Phone: 3.53- bLI8 -59 -IFS Street Address: City State /Zip: ` c 3 K 7 -9 Pic(L, RJR x833 Fax #: a53-- yi- 0957 Arc i Cev tect: �T� 6 e - ,.vyN.S Coe�� QoAc_ Plc Phone: Lit-10 - c ` Street Address: , State /Zip: ',Scia n CQ.A ,(\3QccAClev.QAc(, vQ\,M -1 L ( C J// Fax #: Phone: � I - b� 1,- L1800., En ineer: Q u m \c , '> Cs '. c-�� `3 X 34\ C∎co Str dyes Cit State /Zip: 1.S ee S s`. Q� -�C C¼ ec c� C 1,,�.�.p.. `jL) (yL(S Fax #: Contact Person: Prh�one: G LIG RCA Street Address• City State /Zip: Fax #: � Description of work to be done: ' Re ; CA`2/�--tt S a - .� , �. �� ; OQt 1 ' c ' \C eta�r Existing use: l l Retail ❑ Restaurant ❑ Church ❑ Manufacturing ❑ School /College /University " Multi- family ❑ Warehouse ❑ Hospital ❑ Motel /Hotel ❑ Office ❑ Other Proposed use: ® Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse CI Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other 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 no Existing fire protection features: El sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: j6 55 existing Area of Construction: (sq. ft.) (G S S Will there be storage of flammable /combustible hazardous Attach list of materials and storage location on separate material in the building? ❑ yes ® no 8 1/2 X 11 paper indicating quantities & Material Safety uta Sheets CITY OF TUK!+/ILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Date application accepted: CTPERMIT.DOC 1/29/97 Date application expires: 5 - �3 -o Project Number: Permit Number: 1)2-09 3G00 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 PLARREVIEW'OF THE FOLLOWING (Additional reviews may be determined by the - Public Works Department) ❑ Flood Control Zone ❑ Hauling ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension ❑ Water Meter /Exempt #: Size(s): 0 Deduct ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: ❑ 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 Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal Schedule: • LEASE SIGN BACK OF APPLICATION FORM • Applic q$aken by: (initials) Z ~ w cc JU 00 W= w H O - 0 I— Ww 2 I— H L O �Z U Ci) O • ~ Z to Alla amp grzaa■ 1� ; r ma. BUILDING O ER OR AUTHORIZED AGENT: Signature: � / , Date: j H _ ) •� ) _ 0 Print name: /1 u I IY R ( � e e Phone: ,, �� 59Cg F 1 <:. o Address 30'' — 7 I l` 1 {ty i � l.�q ate/ �� p)0 III kg 53\3 ALL COMMERCIAL/MULTI -FU( LY TENANT IMPROVEMENT /AL • ATION PERMIT APPLICATIONS MI.W BE SUBMITTED WITH THE FOL WIN • • ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER D. 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 Q those, identify by size and species which are to be removed and saved I w 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback v O 12. Lowest finished floor elevation (if in flood control zone) w co w 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- w 9). w ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ ❑ 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. • a ❑ Vicinity Map showing location of site z _ z � ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack Z O layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of ILI w rack. Structural calculations are required for rack storage eight feet and over. p U� ❑ Indicate proposed construction of tenant space or addition and walls being demolished o F- ❑ ❑ Construction details w 2 ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of u_ 0 water supply to sprinkler vault with documentation from contractor stating supply line will meet or iii z exceed sprinkler system design criteria as identified by the Fire Departmert. ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. z 1— ❑ ❑ 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 201 Smith Tower, 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 I 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. CTPERMIT.DOC 1 /29/97 dr.ii, S/1 «+f.14e'.1e n.t•fAaN'A41X. r„sao F 3.1 w;a. : k * *k ****4*'\* *A*•k:4A¢ \kh: \frkh lD *t\:kh.\h�kia� ** *: k * *** Jr* A C1T,Y F . TUI<W.]'. • ' i % * : k' :t lF k .k.*. **.3 • *. * *. *. * •A k fc :l h a ,� .1 :1 h * k A ' • hr�\k *1,k k . 4'AA . sl ik . 1P.14NaM]T Nttimb r: fs 80 • ,Wmourrtx • ?4 .E31. 1.1•/i31•U0 1 a48i. t' .' f' «v;ine►�t:,iRetl�acla (t1I Clt t�cstztr F1Z iltt'ES Slit I31;W • 1errrrit No: 1)2000-360 Type.: DEVPER11 DEVELOPMENT PER13IT. Parcel - No: 262304-9004 ite Address: • 806 3OUTHCEN1ER MiU.l, Total Dees: 5'34 56 11'r is l'a men t 208.81 Total ALL. Pmts: 208 87. 13E1anee: 3's3.75 ∎ 444****1•**• i,* \ *a•:1 *fc *4.* *d*\ *0 * * *is4*** *• ∎** *•A ***tk *1•} + * *f * *'ik.1d * * + ***• •A Acet nn t ;'Code D e s c r i p t i o n Amo\int ,.000/345 830 1 CHECK — 1+10N"E�i 203.81. Jr iti� ��i x „ty .gin:. a`•�ut. i..�U aS'd Otis, ay.'i+il.:w'' - h._SirrSli�+.� Yk3 uivFi x';t =.0 dvn: t ^a17x7117:77 %** * * *k * *h * * * * * * ** * * * ** **** •k *** * *n *** **A * *•k>k*•k:+F•* *** Cl T1' GF . TUOW] LA. WA kenr i rated : 1.2 /(th /00 TItHNtiml 1 **** **• kit *k* * *** * * **•k ***** ** * *X ***** ** ** **•h* **•h* ****•k******kkk** TRFlHSMIT Number: R9800404 Amount: 325.75 J.2 09:04 Payment Method: CHECK Notation: AIC SERVICES 'nit, (LB 'Perin •it No.. l)3000- 360 ,, fvae: DEVPERM DEVELOPi4EWI• PERMIT • .0".c:e I into: . 262304.=.9664, S:ite F1ddrenb: 606 MALL fatiI Fees: :34.5G: This; PEtvment 3 Total ALL Pmts: 53 4. 5 6 841 anae4 n,00 •* *; * * * * * *. * * *, * * * * * * *. ** •***************** * * * * * *' * * * * * * *'�� * * * *•* *** * * ** 4cco in6 Cole Deicri Dt ion Amount '0O0 2',, "100 ': BUILDING — NONRES 3 i.2b (00/386.904. STATE :BUILDING SURCHARGE 4.50 !a� 0564 12/11 9710 TOTAL 325.75: - 1 4 ) _. y» a `.'�..tY:a7 i�Gt+ �c4u. k► il�yllfiuir t�� .'v' rtTe7r;:�l±91""`E i Tr .fwd 6 `.ic " 00; .0 NW 9 W 0. u. <` cc F =, Z H; W ui U 0 N' C11 ;W W . I U 6J Z p Project: ' 'J, � .1 / . I . kit Ad Type of Inspec'6n: t/t 6 Address: 00(0 SOt t(14 eVA -{ev I�lac Date called: ll I" Z - Of -•• -, ci I instruction : k 'l!v e :::: Ph rP one INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspector: INSPECTION RECORL Retain a copy with permit 2_7 .: e ms.. i 1 ����" 7 Date :. 1/4. t / J $47.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite.100. Call to schedule reinspection. Receipt No: Date: nic r tawsgi•;tZak :.R iu:;i.•.;1�iF..rl. S�"t:; < !'t:ii: Corrections required prior to approval 2000 - 3c PERMIT NO. (206)431 - 3670 te}4 7.4: +... kr. -.Mx'. .... - �:�<'±r.. .ta;.fi. �:'�r...aHMSS41k. (ids.acta.meal».;3• tra &, _ _. „ ate:sin: s..a ' uy 4 : - cAW.r1;::A im.,..cw.,CIF'(.• U' U W W ' W O; gQ ` (1 -2 d I— W UJ 0 to ; 0 1-= •W W; . F.- V` 0 • Z . Uj U N� O Z Project • // Type j:14. of Ins eciion: Addres !' /C // // a � Date called: Specia instructions: Date wanted• * O/ p.m. Requester: Phone: El Approved per applicable codes. INSPECTION RECR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 O2 S60 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: f4 on /e,t9e4 /----€1-1— /;'6 Date: Inspector: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. receipt No: Date: ' .. 4 •; 4 ';;V; hw.#` ,LUb a:t6.. tµira vvr. : .A y�ts.kx"F?;k tLatAPh{wlLLe....d. , re 2 U Q; CO W = J 1—! CO IL W O, g Q i W H =, I-0 Z I— LU 111 o QI u f IL _ 0 t . Z ; P. I 0 H Z Prgje `` hei Ill A T iri TYp -e f Inspection: !'T l)G�1 _ d A re . A.:, : sQU�h «,fir m Dat c ed i � _z -0 0 Special instructions: Date wanted: a,m• ) Z -ZC- 00 m. . Requester: yy��,,,, kx 1r 11 t P 2.�ZS3)8' L / 8 '-- . 5 c. INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 COMMENTS " C. 90 4 ? (1/./1-.1 74- 0 Approved per applicable codes. Corrections required prior to approval. E $47. R00 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 43tarnr. eitCh w�»�a�.....ow . :A ,a �.� :�4�sK i tiVaikt4441:w+xwaai.K,ILr 4 :. r�ii aX utaeCu+.'< i25 at: -is`a �1n �s-3i e„'nt'k,11v,S,M. 4fr,.�'ur ti„uZu .1.1+,,d( e?iS'a?S4s44 Project: , N CCJA 4 1 i / , Type—of Inspection: Pra C- Of wa 11 Addre s: $a6 S ii Mal/ Dat lid y.4 e: -- 2 / - Special instructions: Date wanted: a.m 2 -2Z — OO p.m. Requester;„ � , Jr /116-e P one: ti )(5; -S9 y? INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 2)7 / 7 /Z See'pc $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date:. l,x:.r�fw ! 4&64sli. -'�: .. ,,�•.' +.vi.+:.?4i�..�bcoPS'�sf ?�.':+it �.'.V r�r.�i. ' Y- Tri:+:�,!:�t*s.A'i3,etiv.riS'u. +fii�+J. s"•' 1.= 1hN:a!,taw.d. %J'r:�.,� w us. ;i.X!:..1r n,� + W C) O CD 0 W = ; J CO LL; W u. = Cy, W i . Z F; ZD . DO O NI :0 1-- • = W V o `: WZ c �F= Vi i: O Z COMMENTS: ./, Ar/W if tiC46-4.4 "2,401 Address: FON, SO � `' OA - M 1Gl' 1r /' I /4/ 4i,Ci 2 s k .,i4.. he. s, f A 4/- -- ,-' -1-AJt.+ -„ r ,0_& -L � ) 9---- z , ;C , . / , 4 e ,cif S t . / el . LC a.)-7, / G / •Jz / / 17 d 7 l�sG -+ te-oe / ' rML? .1j94 P,�. - h (:,I7..re —e, %. Pt1 -�-, ),e;1-7.-460 f/91�� s. V / ` % G Joeih- oeitn g) Ata ze.4A -G4 -eed Pr ct: u 1C�n`�Y 1'V� (� Ty f Inspection: (\ Ya yvl inn 1.) a 'all Address: FON, SO � `' OA - M 1Gl' 1r /' I Date called: ` c _ O a Special instructions: DaSe waanted a.m. ^ 7 � f 2r I p.m. Requester: � i Phgng .53) p S q8 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 0 Approved per applicable codes. , .v w.a ra INSPECTION RECO Retain a copy with permit b2000- 0 PERMIT NO. (206)431 -3670 Corrections required prior to approval. Ar p Inspector: ,/+'f ✓�, 1111 /U`7 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 6...Wai,+a..�u, �;,.e rJ:r. 43'+ . 4.!T,kV;:.t:aLSi :'idi1 Si 7i^ •i x y447:04e4 ∎eiN 4 ∎•4 -J...(.c}. a xx. .. uuwk; Approved Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre- Fire: Permits: Suite Project ,Name 3tia. j'•1 «.4c AA i>"" ��� 'Pr`lr�;li ° t� 1 �f�k °fitt a��.yy�cGi.:H�{N;::nw.asfodr 9 +t� r���wi�i'yi ^1s';;y �jt City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM current inspection schedule Needs shift inspection Approved without correction notice with correction notice issued Permit N FINALAPP.FRM T.F.D. Form F.P. 85 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Date Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 < z� ac � 0 0 (0 0 W =` N LL; W0 LL Q � H 144 I-0, z 1- Ill al 0 — 0 I- LL/ O • Z U O z T January 3, 2001 Cert No. 0012 -20 City of Tukwila Building Department 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Attention: Dave Larson Reference: Dear Mr. Larson: Dennis H. Stack President CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND: (425) 823 -9800 KIRKLAND, WASHINGTON 98034 FAX: (425) 823 -2203 Southcenter Mall Renovation 633..So uthc ter Roulev rd mut No D2000 -36 This is to advise you that special inspections are completed for the above referenced project. Special inspections were performed for the following activities and copies of reports have been sent to the building department. 1. Structural steel inspection for seismic upgrade on moment frame, bracing and angle bracing 2. Witnessed placing of epoxy anchors for new columns All work inspected conformed to Tukwila Building and Land Development approved plans, specifications, Director's Rules, UBC and related codes and /or verbal or written instructions from the Engineer of Record. Our last report is dated 12 -15 -00 and is number 64799. Respectfully, CASC TESTING LABO SEATTLE: (206) 525 -8700 EVERETT: (425] 259 -0817 Certified Inspection Services, Inc. 1069 S.W. 328th Court, Federal Way, WA 98023 Phone (253) 927 -0626 Fax (253) 661 -2984 Inspection Results: No inspection was performed as it was done on a previous inspection. Customer: Cascade Testing Laboratories Date: 12/20/00 Job No.: 9908 -01 Project: South Center Mall Renovation Report No.: 18562 Specification: AWS D1.1 -00 Class: Job Description: Ultrasonic inspection of: complete penetration welds. Remarks: Instrument: Mfg.: Krautkramer Branson Transducers: Mfg.: KB Aerotech Dimensions: .75" x .75" Dimensions: 1" dia. \ c *PEP Ultrasonic Weld Inspection Report t'e AWS D1.1 Ultrasonic Equipment - d. k�:fr�:1i l '�:i ^Aib7"' ia.. Inspected By: Thomas E. H Appro -1 1090-360 Model: USK 7 Frequency: 2.25 MHz Angle: 70 deg. Angle_ Straight Beam W O 1L 3. Z Z �; i— " Z F- ut ;0 — co OF to Z V — 0 . ~` Z Certified Inspection Services, Inc. Procedure No.: 1 Base Metal Type: fe Surface condition: as welded Joint details: B -U4b Instrument: Mfg.: Krautkramer Branson Transducers: Mfg.: KB Aerotech Dimensions: .75" x .75" Dimensions: 1" dia. 27 1069 S.W. 328th Court, Federal Way, WA 98023 Phone (253) 927 -0626 Fax (253) 661 -2984 Ultrasonic Weld Inspection Report AWS D1.1 Customer: Cascade Testing Laboratories Project: South Center Mall Renovation Specification: AWS D1.1 - Job Description: Ultrasonic inspection of: complete penetration welds, as listed. Remarks: Approve Procedure Ultrasonic Equipment Inspected By: Thomas E Butt oint TC- U4b -OF ev . II Date: 12/18/00 Job No.: 9908 - Report No.: 18551 Class: Weld Process: FCAW Model: USK 7 Frequency: 2.25 MHz Angle: 70 deg. Angle: Straight Beam Weld Joint: See below Customer: Cascade Testing Laboratories Job Description: South Center Mall Renovation D No. Angle Leg A B S Path Length X Y o 70 50 0 70 50 O 70 50 O 70 50 -070 50 O 70 SO O 70 50 O 70 50 CERTIFIED INSPECTION SERVICES AWS ULTRASONIC WELD INSPECTION REPORT Thick. C D Depth Status 0 .000 0 .000 O .000 O .000 O .000 O .000 O .000 O .000 Report No.: 18551 Weld I.D. Repair % Reject % R# Remarks „ Pc. Mk. 4 Gusset c '" Is '''lo. 013411111 0 t• .44•;› ci7n. '‘••• • ..,;) e 4CCei.:-+SM at' • „1•144'*14.4%.• ,:,-54414101.51:: vsestrameIBMINSISSINMES 12/19/00 REVISED 8/00 COPIES TO T. (N'` `"ma CASCADE TESTIN.,, LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE TO' ATTN' KIRKLAND, WASHINGTON 98034 (425) 823 - 9800 EVERETT (425) 259 -0817 FIELD REPORT INSPECTION PERFORMED RESTEEUCONCRETE _ STEEL ONLY RESTEEUMASONRY_ / STR.ST/WELDING OTHER — STR.ST /BOLTING P � cE .\v ALA cm (4) LOCATION (AREAS Q MN `\P/‹ ,0; CONCRETE/MASONRY MIX NO. SUPPLIER SLUMP (INCHES) AIR CONT T ( %) DA` w ` CERT. NO Q r w &., 3Cc \ ` LOCATION \� LO ^ L �.J w .\ �, t,� BLDG PERh11T WEATHER OWNER TEMP. AT AM AT PM ENGINEER ^ _ \ ^` ARCHITECT J . cam CONTRACTOR ` J \ (3) ITEMS INSPECTED — FOUNDATIONS _ FOOTINGS _ SLAB _ AUGER CAST PILES _ COLUMNS — DRILLED PIERS — WALLS — BEAMS s 2 ct DESIGN STRENGTH (Pc) TOTAL CU. YD. PLACED SPECIMENS CAST SEE CYLINDER REPORT NO. _ YES _ NO _ ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS \ r,1> -e_ 1 �^c Vsc 12, 0._ %\\ A c.• cco.! , QA - TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. INSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNATURE SIGNED BY 7 2 PREVIOUS REPORT No. No. 50 W . O 0 co o W LIJ W 0 g -J CO ° . W H Ill C!!! t W W u. P Ill Z ' ift 0 Ye Z DATE i 1 .7''Q CEF1T. NO. 2 - 2 0 P � E C••. 3 6 6\ ",,V. \ LOCATION BLDG. PE9M 4 OWNER WEATHER TEMP. AT AT AM PM ENGINEEp J D c\ ARCHITECT + CONTRACTOR^ I ""V T TO ATTN: COPIES TO 0 " PE OUS CASCADE TESTIi LABORATORY, INC. REPORT No. TESTING & INSPECTION _NGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 (206) 823-9800 EVERETT Fro E i`f [ 2 6) 259-0817 DEC 2 6 2000 COMMUNITY DEVELOPMENT AS REQUESTED BY: THE FOLLOWING WAS NOTED: lj -Q\ SM . t A 1 ) Q, , 'INAo 4r .�C � d 2 4 r-ND`C CI, +ii\ e,\6¢-- „ e),4, . \ac e\20.1 ow. G OrS I, Co \O" \-\\ s'o e- 07 • SIGNED• L 28-29 1 pc c p„�� G.�f \� ���- C.L Nj - Q /.2 a V ) c Y4 ■ e '. SO - ..e cl'\e - , &_ G'S .t �i\S2� c\ S o ., . N. v‘e,le- k-- ut- API R\\ t.-1 eNa..r, 7 s Lam, Ga. C.C.o ce ovA CQ � . ■S \ -\ • c se ot ,k c..�\ o \ pea\ FIELD REPO T No. 64799 I 6 U0 CO 0 Ill N 11. wO u. a d H w '. z I- CU w U D ;. o� w U� 0E- ACTIVITY NUMBER: D2000 -360 PROJECT NAME: SOUTHCENTER MALL SITE ADDRESS: 804 SOUTHCENTER MALL XX Original Plan Submittal Response to Correction Letter # DATE: 11 -13 -2000 SUITE NO: Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: Build ivision Pubic ork l� !4-190 NRROUII.UOC SOP/ PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n Comments: TUES /THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: Fire P Structural APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: n Planni g Division A itt. Permit Coordinator DUE DATE: 11 -14 -2000 Not Applicable n No further Review Required n DATE: DUE DATE 12- 1 2-2000 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) n DATE: JU U O' U O 1 .9 ' V) LL ui 0 g J u_ = :. co d F- 0 Z ~' Dt o 'o N W i u. • W Z j 0 H z LICENSE DETAIL INFORMAT;'° ' T Form Page 1 of 1 Current Filter: None Registration# or License ARCHIIC043C1 Name ARCHITECTURAL INT /CNST SRV INC Address PO BOX 73397 Address City PUYALLUP State WA Zip 98373 Phone Number 2538485948 Effective Date 2/21/96 Expiration Date 9/24/01 Registration Status ACTIVE Type CONSTRUCTION CONTRACTOR Entity CORPORATION Specialty Code GENERAL Other Specialties UBI Number 601676445 * * *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * * 'VIEW *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * * * * *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * * * * VIEW CONTRACTOR INSURANCE INFORMATION * * STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 -4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUMBER, UBI NUMBER or return to the L &I Construction Compliance Home Page http://www.lni.wa.gov/CONTRACTORS/TF2F0rm.aSP?Lics C043 Cl 12/7/00 is co U! w w, w 2 g a. to = CJ, w 0± Z w w; 0; ;O ,w w H U uJ CO I. GENERAL NOTES MALI. AND PROJECT NAME: Q REVISIONS SOUTI- ICENTE MALL I. T4E CONTRACT AGREEMENT, INSTRUCTIONS TO BIDDERS. AND 9. SIGNAGE THE CONTRACTOR IS NOT PERMITTED TO POST ANY TESE DRAWINGS SHALL BE A PART OF THE CONTRACT DOC- COMPANY NAME OR SIGN ON THE STOREFRONT TEMPORARY UMENTS AND ARE TO BE THOROUGHLY REVIEWED BY THE BARRICADE OR BUILDING EXTERIOR. HOWEVER, THE CONTRACTOR CONTRACTOR AND SUBCONTRACTORS PRIOR TO BID SUBMITTAL SHALL POST ALL SIGNAGE AS REQUIRED BY THE SHOPPING CENTER MANAGER FOR PUBLIC SAFETY OR GENERAL WARNING. .. UNLESS OTIERWISE STATED IN THE INSTRUCTIONS TO BIDDERS, 71-E CONTRACTOR SHALL PAY FOR ALL PERMIT FEES, INSPECTION 10. BELOW GRADE CONSTRUCTION - PRIOR TO BEGINNING ANY BELOW FEES ETC. NE E NECESSARY FOR 11-E TOTAL COMPLETION OF T GRADE CONSTRUCTION WORK. THE CONTRACTOR SHALL VERIFY T t E WORK AS SHOWN ON THESE DRAWINGS. LOCATION OF ANY UNDERGROUND UTILITY SERVICES. ANT DAMAGE TO EXISTING UNDERGROUND SERVICES WILL BE REPAIRED AS _ 3. E CONTRACTOR AND SUBCONTRACTORS SHALL VISIT THE JOB CONTRACTOR. PROJECT COORDINATOR AND CHARGED TO TFE TILE SITE DURING T PREPARATION OF TILE BIDS AND SHALL LIFT ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ANY INCONSIST- ENCIES BETWEEN TI-E DRAWINGS AND ACTUAL FIELD CONDITIONS II, INTERRUPTION OF UTILITY SERVICES- TT$ SHOPPING CENTER MANI- SHALL BE REPORTED TO THE PROJECT COORDINATOR PRIOR TO AGE? MUST BE NOTIFIED AT LEAST 72 HOURS PRIOR TO ANY T The CONTRACTOR L. S BID SUBMITTAL MODIFICATION TO UTILITY SERVICES THAT WILL TEMPORARILY INTERRUPT THE SERVICES TO OT ,R TENANTS OR TO THE SLOPPING SNG 4. ANY EXISTING FIRE PROTECTION OR ENUNCIATOR SYSTEM ( I.E.. SPRINKLERS, SMOKE DETECTORS, ALARMS. ETC. % MUST REMAIN OPERATIONAL AT ALL TIMES UNLESS OTHERWISE APPROVED IN 12 NOISY CONSTRUCTION- THE SHOPPING CENTER MANAGER HAS EST- ADVANCE BY TILE SHOPPING CENTER MANAGER. ( SEE RUES AND ABLIS ED WORKING HOURS WHEN THE CONTRACTOR MAY PERFORM REGULATIONS NOTE .4. 1 'NOISY CONSTRUCTION'. ( CHECK WITH THE SHOPPING CENTER MANAGER FOR THESE RESTRICTED HOURS) _. PRIOR TO BEGINNING ANY DEMOLITION E OLITION OF T STOREFRONT AREA. THE SHOPPING CENTER MANAGER RESERVES THE RIGHT TO ORDER TE CONTRACTOR SHALL ENSURE THAT THE Si ORE R' T BAR - AN IMMEDIATE HALT TO AM' WORK THAT IS, IN TILE SHOPPING RICADE IS MO'/ED OJT APPROX. FO, FE, INTO THE MALL THE CENTER MANAGERS OPINION. DISRUPTIVE TO THE NORMAL OPERATE BARRICADE SHALL BE CONSTRUCTED AIRTIGHT WITH VISOUEEN ON ION OF THE ADJACENT TENANTS AND /'JR THE SHOPPING CENTER. R T1 TE SIDES OF - BARRICADE TO PREVENT DUST FROM ENTERING E MALL AND ADJOINING TENANT SPACES IN ACCORDANCE WITH ME 'f7 -E DRAWINGS AND THE DIRECTION OF ME MALL MANAGER. 13. TRASH REMOVAL- ALL TRASH WILL C' TO THE TENANT SPACE IN WHICH THE WORK IS BEING PERFORRFOR PERFORMED D < OR OTHERWISE AT DIRECTED BY SHOPPING CB G' MANAGER )AND REMOVED 6 EQ CONTRACTOR SHALL PAINT ALL W NE EXPOSED ELECTRICAL AT TE END O EACH AND EVERT DAT BY TILE CONTRACTOR. EQUIPMENT, CONDUIT. PIPING. ETC. ON THE OUTSIDE OF THE ANY TRASH FOUND IN THE SERVICE CORRIDORS. TRUCK DOCKS. BUILDING TO MATCH EXISTING. ADJACENT TENANT SPACE S. AMID / OR P( -R-IC AREAS WILL BE REMOVED BY E SHOPPING CENTER MANAGER AND BILLED TO THE TH CORACTOR AT A RATE OF 550.00 PER MAN HOUR PLUS EQUIP- 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY MEW COSTS. ( ANY TRASH DUMPSTER LOCATION MUST FIRST ',HOPPING CENTER MGR. LIGHTING AND OTHER TEMPORARY UTILITIES AND SERVICES NEC- RECEIVE THE PRIOR APPROVAL OF THE,S ESSARY FOR THE COMPLETION OF THE W04K HE S LO UNDER NO CIRCUMSTANCES ARE TPPINiG CENTER TRASH THE TO BE USED BY E CONTRACTOR. 8. ARCHITECT'S STAMP- THE ARCHI'TECT'S STAND AND SIGNATURE IS VALID ONLY FOR THE ORIGINAL DATE ON THE DRAWINGS. ALL REVISIONS MUST BE INITIALED B7 THE ARCHITECT ?O MAKE ANY d. SPRINKLER SYSTEM- THE CONTRACTOR MUST NOTIFY THE SHOPPING REVISIONS VALID. CENTER MANAGER AT LEAST 48 HOURS iN ADVANCE OF MAKING ANY MODIFICATION TO E EXISTING FRE PROTECTION SYSTEMS. ME NO SHOPPING CENTER SPRINKLER SYSTEM WILL BE LE=T DRAINED 9. TILE ARCHITECT SIGNING THESE DRAWINGS HAS NOT INSPECTED OVER NIGHT. ALL SPRINKLERS WILL BE CHARGED AND OPERATIONAL TIL E PREMISES SHOWN HEREON TO DETERMINE THE PRESENCE OR WHEN THE WORKERS LEAVE FOR TILE Nir3HT. ABSENCE OF ASBESTOS OR OTHER HAZARDOUS MATERIAL TH AND ASSUMES NO LIABILITY WI TE RESPECT TO THE DETECTION IN THE EVENT THAT TILE WORK REQUIRES A MODIFICATION TO THE AND / OR ABATEMENT OF SUCH MATERIALS. EXISTING FIRE PROTECTION SYSTEM, TI-E CONTRACTOR SHALL BE REQUIRED TO OBTAIN THE OWNERS FIRE INSURANCE UNDERWRITERS APPROVAL PRIOR TO PERFORMING SUCH MODIFICATION TO OBTAIN APPROVAL, SUBMIT SEVEN BILE LINE PRINTS OF SHOP DRAWINGS TO- II. PRECONSTR. REQUIREMENTS FACTORY MUTUAL DISTRICT OFFICE SCOPE OF WORK' RECONFIGURE UNITS E584 AND E588 NOTE THAT THE WORK IS IDENTIFIED TO BE BY 'LANDLORD'S CONTRACTOR' OR BY - TENANTS CONTRACTOR' BIDDING CONTRACTOR'S SHALL BID ON WORK AS IDENTIFIED BY LANDLORDS CONTRACTOR' AND SHALL COORDINATE OTH$2 RELATED WORK WITH THE TENANT'S CONTRACTOR.' THE .SCOPE OF WORK FOR THIS PROJECT SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING ITEMS Oj ALL BIDDING CONTRACTORS MUST VISIT THE JOB SITE TO VERIFY ALL ALL EXISTING CONDITIONS. PRIOR TO BID SUBMITTAL ANY DISCREPANCIES MUST BE IDENTIFIED PRIOR TO BID SUBMITTAL. 0 DEMOLITION AS SHOWN AND AS REQUIRED TO INSTALL NEW STRUCTURAL MIC FRAMING. AND ANY REWORK ORK OF MECHANICAL AND STEDL ST.L EIS UTILITIES AS SHOWN AND O REQUIRED. 0 PROVIDE N VV STRUCTURAL STEEL SEISMIC FRAMING AS DETAILED. ® MODIFY / EXTEND EXISTING BUILDING UTILITIES AS SHOWN AND AS REQURED FOR THIS RECONFIGURED AREA. O PATO BACK ANY AREAS DAMAGED DURING THE DEMOLITION OR NEW WORK PHASE TO MATCH EXISTING ADJACENT CONSTRUCTION. PRO.i=CT CONTACTS -- 1 PRONE ^.T COORDINATOR BRUCE HARRELL 440 -808 - 7550 2. PRO.E:CT ARCHITECT: RUDY FLASK° 440-808-7532 3. MECH AND ELECT ENGINEER TEST / S. CHASE 440 871 2410 4. SHOPPING CENTER MANAGER: MIKEL BUNSEN 206245 -0425 5. MALL iAINTE :ANGEL DIRECTOR= RONALD BODKINS 206-246-0423 1 I I ` ( MERVYN'S I - - r - I f - " --T -I� _ - , -_, 1 - 1TF -- �_I. T ' - - - - -- ^ - I - - - -- T - j _ Uf -J- -_- - ,-1 C _ C f - f _ _ _ J � - 7 _ Ei � _;y : __ - 1' ! -- A' - ' -J �- - -" --- -. - ( -- : !! ( THE BON MARCHE { i t ((( i I € - -1- NORDSTROM • (• - • - r �_._ _ Sy � -„R j _ r - -" " - - .. � x - . i _ _ _ _ _ _ r ' JCPENNEV - - - - - = _ • _ .. - - - - - .. - - T - I1 ' y i - i - j "( - I - -� 1 - - - • - ' _ -- 1 F I - • .. �^-� N G IL� • I - ttt T I t - -]}- I I , I 1 yl - fl - 1 � ', _ - 1 � - N -j: -�� r I - _).1 �- - -- 1 i r _ J 7 `' f= r _ - -' - 1 j .i • _c _ r-�- - �- - _. _ j �_ 1 - _ I - Al - ' a - I LOCATION OF WORK : I i f _ 1 -- 5 UNITS .84 E.88 .- }_ i - -- DWG. NO DRAWING INDEX '. -.- y - _( -;- r ° - _ 1I T - . - ARCHITECTURAL Y 1� - '� - - I SEARS 1 qff - 1. TS' 1 TITLE SET, GENERAL NOTES, KEY PLAN, SECTION . i 1... KEY LOCATOR PLAN THE PLAZA CENTER BUILDING, SUITE 1105 INDEX a7884a +3 10900 NE. 8TH S I )etET • ' BE.LEVUE, WASHINGTON 98004 • POOR PRE coSTARTING �n EE TA i� s" mG cgENT� PHONE 206 -454 -3931 AND ONE ADDITIONAL BILE LINE PRINT TO THE PRO -ECT COORDIN MANAGER AND THE CONTRACTORS SUPERINTENDENT AT THE _ ATOP. AFTER RECEIVING PROTECTION L APPROVAL, SWOPPING CENTER OFFICES TO .REVIEW THE RUTS AND REGIAAT IA i' TI-E I FOR W ARD ONE REPRODUCIBLE SEP C TI-E APPROVED DESIGN IONS, DRAWINGS AND E CONSTRUCTION N OF a ILE F IN ADDITI SHOPPING G AND RO 811E LINE PRINTS BEARINGiT; -E APPROVAL STAJMP OF 7HE FOLLOWING MUST UST B IN THE POSSESSION GI T CENTER MANAGER BEFORE O RE ANY WORK CAN BEGIN- A. A COMPLETE LIST OF CONTRACTORS, SUBCONTRACTORS. THE PROJECT COORDINATOR. '. AND SUPPLIERS I5. AMERICANS TO BE USED. M WITH DISABILITIES A ' T CT - TENANTS ,AU_ BE E 8. A COPY OF EACH AL CH OF THE LOC AND STATE BUILDING PERMITS AER FOR MEETING V. DI ALL CURRENT N"A CRITERIA IA B RELATES IT RB.ATES ( IF REQUIRED) AND ANY ADDITIONAL PERMITS AS MAYBE TO THE - AMERICANS WITH DISABILITIES ACT', LATEST. REQUIRED BY THE GOVERNING AUTHORITIES. C. AGES SETS FORTH IN TL THE REQUIRED INSURANCE COVERT AGES R MANCE, LABO SET FAH R THE RUES AND AYMEN T BONDS A S E a6. 16. THE CONTRACTOR IS RESPONSIBLE FOR The CONSTRUCTION MEANS, D. PERFORMANCE, RR AND MATERIAL PAYMENT A METHODS, AND SEQUENCE OF CONSTRUCTION, AS WEN- AS FOR'. SET FORTH IN THE RULES AND REGU11TtON5 NOTE al. THE SAFETY of THE WORKERS. 17. RTE ARCHITECT'S BASIC SERVICES SHALL NOT INCLUDE THE CONSTRUCTION PHASE SERVICES. TILE OWNER SHALL BE 4ESPON- III. RULES AND REGULATIONS A I DEMO E NEW FLOOR PLAN WITH DEMO E NEW NOTES'. m REGISTERED 1 \ \ ARCHITECT R roNN STRUCTURAL. S2 SPECIAL STRUCTURAL PLAN, DETAILS, AND NOTES. SS6.4 MOMENT FRAME ELEVATIONS DETAILS 14 OVERALL FRAMING PLAN DETAILS SOUTHCENTER MALL TUKWILA (SEATTLE), WASHINGTON Center Ridge Design Services, Inc. Architects -- Engineers 0,..' Tsl SCALE ` NO SCALE O o 3(60 S-15A SEISMIC UPGRADE DETAILS MECHA E ELECTRICAL E PLL.YMIBWG IF SIB FOR INTERPRETING THE CONTRACT DOCUMENTS, REVIEWING SU3MITTALS, CERTIFYING PAYMENTS TO TILE CONTRACTOR AND I. BONDING REQUIREMENTS- THE CONTRACTOR SHALL SECURE. PAY OBSERVING THE CONTTRACTOR'S WORK. SHE OWNIER ASSUMES THE FOR. AND MAINTAIN A PERFORMANCE AND LABOR AND Nr,ATERIAL RESPONSIBILITY FOR DISCOVERING, CORRECTING OR MITIGATING PAYMENT BOND IN TILE FORM OF AIA DOCUMENT A -311, FEBRUARY ERRORS, INCONSISTENCIES, OR OMISSIONS. 1970 EDITION, IN AN AMOUNT EQUAL TO THE COST OF WORK OR TO THE TOTAL CONTRACT PRICE ( WHICHEVER IS TILE GREATER I AND SHALL NAM- SOLID-CENTER JOINT VENTURE. AND, 18. LIEN WAIVERS AND AFFIDAVITS- THE CONTRACTOP WILL BE TILE RICHARD E JACOBS GROUP REQUIRED TO SUBMIT THE FOLLOWING T, AT THE END OF CONSTRUCTION. ( FORMS ARE AVAILA5 - FROM THE LANDLORD } AS AN ADDITIONAL BENEFICIARY AND SHALL BE ISSUED BY A SURETY A. AN ORIGINAL NOTARIZED "GENERAL CONTRACTORS AFFIDAVIT COMPANIY .AUTHORIZED TO WRITE BONDS FOR THE US. GOVERNMENT AND FINAL WAIVER OF LIEN.' FOR NO LESS THAN $2,500,000.00 B. THE ORIGINAL SIGNED AND NOTARi-D'SI.BCONTRACTORS AFFIDAVIT AND WAIVER OF LIEN' FOR EACH COMPACTOR. 2 PROTECTION OF PROPERTY- The CONTRACTOR SHALL Be RESPCN- SIBLE FOP PROVIDING THE NECESSARY RAMPS, CHUTES, COVERINGS, 19. CONCRETE- CONCRETE MUST BE SAW-0, OR CORE - DRILLED (NO OF TILE SERVICE CORRIDORS OR TUCK DOCKS TO BE USED AS A STORAGE OR WORK AREA. 5. TRAFFIC CONTROL- 11-E CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT TIME PUBLIC AND REROUTE ALL TRAFFIC K AU_ REQUIRED TO ACCOMMODATE TVA COMPLETION OF THE WORE. ALL PROTECT- ION BARRICADES AND REROUTING MUST FIRST BE APPROVED B7 THE SHHOPPINIG CENTER MANAGER. O. INSURANCE REQUIREMENTS TE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION INSURANCE CO'MPLYIN'G WITH STATE LAWS PERTAINING TO THE WORK. COMDR -ENSIVE PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE AND COMPREHENSIVE AUTO- LIABILITY AND PROPERTY DAMAGE INSURANCE COVERING THE CONTRACTOR AND IT'S SUBCONTRACTORS OPERATIONS DURING THIS CONTRACT, SAID POLICIES ARE TO BE FOR THE MIN- IMUM LIMITS , 51,000,000.00 FOR PERSONAL INJURY AND 5500,000.00 FOR PROPERTY DAMAGE AND SHALL NAME SOU JOINT VENTURE, AND R-E RICHARD E. JACOBS GROUP AS ADDITIONAL INSUREDS. CERTIFICATES SHALL BE DELIVERED TO TILE SHOPPING CENTER MANAGER PRIOR TO CE THE COMMENCEMENT OF WORK AND SHALL ED SO NOTE AN D THAT SUCH INSURANCE SHALL NOT BE CANCELED OR MATERIALLY CHAN'CND EXCEPT UPON TEN (10 1 DAYS PRIOR WRITTEN NOTIFICATION, T. SECURITY AND AFTER HOURS WORK- IT SHALL BE THE CONTRACTORS SOLE RESPONSIBILITY AND LIABILITY FOR THE SECURITY OF ANY MATERIALS AND / OR EQUIPMENT RELATED TO TE WORK SINCE THE SHOPPING CENTER EMPLOYS SECURITY PERSONNEL. TO PROTECT THE SHOPPING CENTER PROPERTY, IT WILL BE NECESSARY NPERSONNEL. TO REGISTER ANY CONSTRUCTION PERSONAL WORKING AFTER HOURS WITH THE SHOPPING CENTER MANAGER. TILE CONTRACTOR SHALL PROVIDE THE SHOPPING CENTER MANAGER WITH THE NAME OF ANY PERSONPB_ WORKING AFTER HOURS AS WELL AS A PHONE '. NUMBER AT WHICH THE CONTRACTORS SUPERINTENDENT MAY BE REACH THIS ED DURING THE AFTER HOURS. S SHOPPING CENTER MANAGER WILL THE TH N GIVE THIS INFORMATION TO E SECURITY SUPERVISOR: AFTER HOURS. .Y INDIVIDUALS FOUND IN THE WORK , I c SPECS " BLDG. TENANT SERVICES MEP -I PART I A_ N LAN G S ECS E f` 23 124) 25 I tJ 24-0• 24LO / 12' -O' f EXISTING N. EXISTING MALL BUILDING ROOF SHALL REMAIN � T IHi TE I TITLE SHEET GENERAL NOTES MI SC DETAILS � DECK AIN c;; '.- _ z O U I rd :? u E Flan r C r�- I ur ect to 2 i and e Flan ho d TPT ,� e rlaT e otauNor 'o tionof aY v adopted di p code or ordinance. Receipt of con- P ac;ers co of approved ans acknewle.^.ced. � copy PI / /� /■ _ Z O W JUJU P W G g a dnoio sgoae g pleuatu Sin - • / �` Date -8- - �3 EXISTING BUILDING STRUCTURAL SYSTEM SHALL REM7AIN \ ,.. 1 O � _ N -I ` ILL 21 ® ® _ # Perm No. - - N = 0 _ Q r 7 ,. FADE ND FACIA - - - , @ W TUKWNIA - 4 2n" v(. DM- D Rec 0Tr a. uK , NOV I 200 o - P =r+e +NrCENTER O I PERMITTED STORE- A PR' ONT CONSTRUCTION INE. SE O SEPARATE REDPFOR:T _� LECTPICAL PLUMBING ❑ GAS PIPING _ CITY OF TUKWILA BUILDING DIVISION 0 O 0 (X PFPROWD DEC p, 4Z II) r O W EXISTING LIME OF BACK TENANT NEUTRMIRAL PIER, BLIND - EXISTING STRUCTI:.RAL CONCRETE FACE OF ROR TENANT MUST FIELD VERIFY IX TENT AND CONDITION of THIS NOTE TAT PART OF THIS SLAB WAS SLAB. PREVIOUSLY EXTERIOR TENANT SHALL REWORK / MODIFY ' -T EXISTING SLAB AS REQUIRED AT \ TENANTS EXPENSE OF APPROX ABM. yL p,Jt'.� n n c+ REVISI I: "7 'j - HA TC • S SL BE MACE 1 WITHOUT HOUT r q BUILDING I r. 0 r -.cam ,.N- ., ,L Ky.. . _.. O g R L JP eY 0. 1 1 1 /02/00 AREA NOT REGISTERED WITH SECURITY WILL BE REMOVED FROM SITISTIMG TE WORK AREA AND THE E 8. SAFETY- THE SHOPPING CENTER MANAGER MAY STOP ANY WORK AND TILE CONTRACTOR WILL CORRECT ANY ITEM WHICH MAY, IN The SHOPPING CENTER MANAGERS OPINION, CAUSE INJURY OR HARM TO THE PUBLIC CR SHOPPING CENTER PROPERTY AND TI-E CONTRACTOR SHALL BE FU.L7 LIBEL FOR ANY COSTS OF DAMAGE OR DELAY AS A RESULT OF SUCH ACTION 1/4" 631 neNnseo. on+c. eno nLeH we E584T -- _ EXTENT - - OF MALL FINISH FLOOR MATERIAL - -- IT -O' NVSC �?r,c -1 TS-1 V EXTENT OF TENANT FINISH FLOOR MA SECTION AT STOREFRONT ERIAL 4 0 4' -0' 16' -0' ® . SCALE 3/8• - I -0 ' TENANT LEASE DIM. SEE ROCK PLAN 56' -0' MALL WIDTH LEASE LINE TO LEASE LINE )� SOU7HCENTER E584 D2Q� -moo 01 Gel OPP. HAND EXISTING MAIN ENTRANCE CANOPY • SCALE I /8" • I' -O" DEMOLITION KEY NOTES (Th, LANDLORD'S CONTRACTOR SHALL DEMO DEMO OUT ALL EXISTING CONSTRUCTION AS REQUIRED TO DEVELOP A WORK AREA ADAQLETTE -'O INSTALL NEW STEEL FRAMING AS SHOWN AND AS REQUIRED. DO NOT DEMO ANY PORTION OF TENANT SPACE E584. (THIS TENANT SHALL REOPEN FOR BUSINESS. ) T!-E EXISTING E NEW LANDLORD BUILDING STRUCTURE AND BUILDING SYSTEMS / UTILITIES SHALL REMAIN INTACT AND OPERATIONAL AT ALL TIMES. THIS INCLUDES TI-E FIRE PROTECTION (SPRIN&ER SYSTEMS AND ANY RELATED ALARM SYSTEMS. PATCH BACK / REPAIR ANY DAMAGE THAT MAY HAVE DONE TO TI-E LANDLORDS BUILDING STRUCTURE AND BUILDING SYSTEMS / UTILITIES. UPON COM.L.ETION OF DEMOLITION AND INSTALLING NEW STEEL ALL DEMO CONTRACTORS MUST VERIFY AL BUILDING SYSTEMS AND RELATED COMPONENTS WITH TI-E MALL MANAGER PRIOR TO BEGINING ANY DEMOLITION ALL BUILDING SYSTEMS AND COMPONENTS SHALL REMAIN INTACT AND OPERATIONAL AT ALL TIMES. APPROXIMATE DEMO AREA IS SHOWN WITH-I -IN DASHED LINES. ^, LANDLORD'S CONTRACTOR SHALL DEMO+ DEMO AREA AS SHOWN AND AS REQUIRED TO INSTALL NEW STEEL RIGID FRAME CONSTRUCTION PER DETAILS ON STRUCTURAL DWGS. THIS SUBCONTRACTOR MUST MEET WITH OWNER'S RE RESENTTITIVE PRIOR TO BEGINNING THIS WORK. DEMO CONIRACTOR SHALL DEMO DEMO REMAINING S CONSTRUCTION OF PREVIOUS MALL ENTRANCE AND WALLS WITH NEGATED LNLSEO TRUSSES THAT WAS LEFT BEHIND DURING MALL RENOVATION WORE. FIELD VERIFY EXTENT OF EXISTING CONSTRUCTION PRIOR TO BID SUBMITTAL 13- DEMOLITION FLOOR PLAN EXISTING CANOPY EXISTING SIDEWALK EXIS PIING CURB WIT E592 NIC EXISTING MALL CONCO('o�F o • EXISTING MAIN ENTRANCE CANOPY �v1 REWORKHD I E588 24' 3T -A' NEW WORK KEY NOTES O LANDLORD'S CONTRACTOR SHALL PROVIDE PROVIDE NEW 7C HORIZONTAL BRACE SEISMIC STEEL FRAMING AS DETAILED. THE EXISTING E NEW LANDLORD BUILDING STRUCTURE AND BUILDING SYSTEMS / UTILITIES SHAD- REMAIN INTACT AND OPERATIONAL AT ALL TIMES. THIS INCLUDES THE FIRE PROTECTION ( SPRINKLER 7 SYSTEMS AND ANY RELATED ALARM SYSTEMS. pOO 0 VERIFY GLASS STOREFRONT X 4 -9" HIGH. LANDLORD'S CONTRACTOR SHALL PROVIDE PROVIDE NEW RIGID FRAME' SEISMIC STEEL. FRAMING AS DETAILED. LANDLORD'S CONTRACTOR SHALL PATCH / REPAIR PATCH BACK / REPAIR ANY DAMAGE THAT MAY HAVE DONE TO THE LANDLORD'S BUILDING STRUCTURE AND BUILDING SYSTEMS / UTILITIES. UPON COMPLETION OF DEMOLITION AND / OR NEW CONSTRUCTION • / / \ /51 3/8" \ 43-8 3(8 tg 14-8 3/8" 0 EXISTING CORRIDOR NEW 7C HORIZONTAL BRACING AND TS 4X4 PER STRUCT. DWGS. SEE 5 -14 AND S15A NEW X HORIZONTAL V / BRACING AND TS 4X4 / PER STRUCT. DWGS. / SEE $ -14 - AND S -15A V / \ / EXISTING TENANT DEMISING WALL TO REMAIN. ID FRAME 8 COLUMNS. ao GA EXIST. MEN I EXIST. WOMEN EXIST. TRASH JAN OLOStT I :i EXISTING ELECTRICAL L EXISTING CORRIDOR EXISTING CANOPY EXISTING SIDEWALK EXISTING CURB WT E59 NIC UNIT E568 NIC NIC EXISTING CORRIDOR c1TY OF TUKWILp APPROVE DEC - 4 2000 Fwi !iiILU acv o: tu :.: REVISIONS Zz nn _ j 1..1_ El L1 0c ..J 0 U- o � 2 111 W 0 u_ ARMEE I10 NEW WORK FLOOR PLAN SCALE 1/8' • Nov 1 3 2PU3 PERM C,1,13 °PAWN BY: 12JP 11/02/00 631 c „ o ,; E SC_E584 A -1 SOUTHCENTER E584 2,-0 24-0" 2 9 ,-0" , V e ___, (E)W5x45 (E)W105 1 I i I • . , • • ; I I I • 1 : ,___4\ V'' : • A ' _ - 1 ••••,,,...,,,.......„.. 1,3x3 • Z` .•' ;-;,` -. ----,...- ..,..._,............/......._.".._"... .• ..,..'• •• ••-• , I „ -•`,'• •T3 a' . - 3 :,•• g i.., :::, ! ,,! • • ...L .•"'' (E)W 4.22 . 1 .-, ,,,, ' CUT W12,4 W10x30 ; TOS (E)SPLICE 0 _1 _ciV16x31 , (,),(2488 . W12x14 \ --. • - --, I N. "2,II `..I (E)W1.14 . I; I ... • 21 -- - i _ — L.--s . Al S IM (E)W12xl. 1 I ;;;-. VW 0 do 41 I IIEL 15-10 1/2" do ' NOTE 5 do W12x14 GAI 1‘... • I i - NO TE 5 (E)W18x45 , / (E)W24x65 • -;,,„ -..- .,,!!! • -,, co (E)W14x22 \ (E)\W1'4/;22 'N.11 TS6x6x3/16- CUT W1214 w18 NOTE 4 A l A • I • • (E)W15;58 i AIX • 1\ A A • 1 1 / 1 - - : . ' i• 1 ' -- j- , L_ I I LL_ i os- -.1 I -______ _y___ r:________-L-4 _ _ I 7 I 1 ° 4 !!!:, 4 F 7/6" MAIN ENTRANCE LOW 1/8"= /8"---1 W12x14 r A WI65 i AI& LINE OF SAWCUT L r (E) PILECAP 3 DPI a ROOF FRAMING PLAN : : 0- i I : - -- = 7±.,1 = - 7,-ir, -- ----,-; - - - I- FT ''. •-- -- "--.-;_.,=-- - - -----. - - 1 „ ,, , !, ',-• ' '' 8"x24" BM MAIN ENTRANCE FOUNDATION PLAN I I I T-I !=•1 - i -?: , •., ; ' - NCT." 3 • , I ' ''l • - . , . i ■ • L ..'"- • - \NI ,...;•":„.,'-- ' , ,,}w16,Lo _ ! _ a c ...H. : , -.... 'r...'"......''' f '! - •:' _ • L. • W12,4 I . , : • , •8 -- TS3x3 .5E1_0W , ,..„..; .,• • < `;' -,-. J, \\.., ,.-i 1 (E)W14.22 ' Ig III zi I . -?; TOS EL 15-3 7/8 ' 777, do 1 ", Y - , NOTE 5 A A zi W1204 w10 TOS EL 15-3 W18 I 'CUT W8'."- dm\ NOTE 4 -„ I 4 24-0" - 24 -0" 01-1-- -- - - I , -,- - I , I i I !-- I-- - -I. I i 1 , , T. ----,--7----T-----7--- ■ V A r PILECAP 3 DP-f r-o 1 NOTE: 1_ TOS EVATIONS ARE TO BOTTOM OF SIEEL DECIC 2- SEE S2.4 FOR H. ROOF FRAMING. 3 FI DWBLE WE PNGtrOg TW °1F/nLLITTSIDRIniWZNTE_ A 4. EXIST LOWER TRUSS FRAMING AT CFA° U AND SOUTE-I OF GRID U TO REMAIN_ 5. TS4x4x3/16 BRACE. flap WELD GUS.1 83/8 TO (E). SEE 12/S25 .21 :UV (E)W14 (E)W14 SOUTH OF cfa E, U DOD -(E)SPLICE CE (E)W12x14 (E)W16x31 ,i--:- I A 1 ,7:-„ ,,, ,„ 2:2_ I : . , f , •.,, ,./ ! I : \ - • 7. ; -,. • • 1' : , t . e . .., j . I i , 'I: 1 1 . . I __________ _, . : , , . . - ",, ; , . 3 x7 DP Alk 1 , ; , : •-- -1 1-, • • ; (E) P,,ILECAR - VP I '--- — 1 — -' 1 — . ,__ . i i '- --- — 1 , i ' I i 1 _ _ — — . / ,.; _L; , ,,,,,_ i,_ „ !, j_L____ I i ! Jill i 1 b, IHI . i i 1 . ', i t\ I 1 A OTC 5 TS3x.,1/4 BRACE. TYP \ TS3x3x1/4 BRACE. TYP • - Top o mid.2 m L/J\ T FAR ' IlDE W12 COL W18 FAR SIOE Nair CD ! 1,8..1.- D:000 (.90 1151.4x1/4 C5,1.5 TS I 4x14x3/8. lYP 5-11" SI M FE 3 1/2 A wi2 I F L A El 1ITT SHOON END BRACE ELEVATION MITHUN TOS EL=32 PART N RS TOS EL- -9" CD MAIN ENTRANCE FRONT ELEVATION A CD MAIN ENTRANCE FRAMING PLAN ® MAI ENTRANCE SIDE ELEVATION A CUT ID DEC - 4 2000 KS NOTED stmal,:77 CONSUL: E NG ENG (WEEPS DHB ACJ AC! MUTT ExOxfOe DDA TAP otor OZ.DIER FILMS amwolra ZZ 0 g < z > 0 X a z 0 o 0 cc w w ANDERSEN 8-10FINSTAD KANE JACOBS • INC 5717/99 DD DENDUM #1 A 5/27/99 ADDENDUM #2 A 6/16/99 PERMIT A 7/23/99 CONSTRUCTION SET 6/21/00 REVISED FRAMES A 8/3/00 ADD FRAME CONSTRUCTION SET MAIN ENTRANCE PLANS ,Sc ELEVATIONS 98294 00/98160 00 DATE 4/14/99 I: \98160\cad\scms2-3.dgn S 2 . 3 SET CD COL BASE CONN MOMENT FRAME ELEVATION GRID S (E) W16 W24 22 OPP HAND 7YP TS3x3 "TO (E) JOIST P 5/16 TYP 4 PLCS 1 TS 8x8 TO (E) W8 COL /1 SLOES 1/4 STIFF R 5/16 . T53x3xi/4 - , SEE NOTES 8 & 9 C (E) W12x14 A (E) W16x40 GRID 28 (E) W18- STIFF FE 1/2 EA SIDE SEE NOTE TYP EA END C 1/2x3 CJP FE 1/2 TO W24 FLANGE TYP EA SIDE GJP TOP & BOT STIFF E 1/2 EA SIDE, SEE NOTE g [ (E) 1 1'x22 GA 1 DECK /2 O W / 2 24 _D 12 OPNG C� (E) SPRINKLER LINE TS3x3 BRACE TO W24 © GRIDS 22.3 & 22.7 11 =,' A GRIDS 28.3 & 28.7 HSB. FINGER TIGHT, MAR THREADS MOMENT FRAME ELEVATION GRID S (E) 1 1/2"x22 GA SD- DECK W24 TO TS8x8'' (E) w16 5/16 x 3 SIDES' SIFF E 3/8 EA SIDE w24 1/4 x SID. 3/8x3x1' -3" W24J :1Q 1 /2x1.0 -9 ,EP SIDE 3S 1 - T\ S OES 1�i58x8 (E) JOIST A E10 OC REW SCS 0 4� FE 3 /16. 1 CANT BETWEEN (E) JOISTS SEE NOTES 5. & 6 10 IE CO W16 1/2 -12 STIFF FE 1/2 EA SIDE SEE NOTE 4 3 SIDES 7/ !E 3/8x3s1' -3" W24 STIFF R 1/2 EA SIDE. SEE NOTE 4 -(E) 6616 W24 1/4 ' 3 -12 W24 TO (E) W16 29 (E) W12x14 TYP CJP TOP & BOT W24 TO TS8x8 (E) W18 5 /16 STIFF M. 3/8 EA SIDE TS8x8: TYP <T 3 SIDES; CJP TOP & BOT CJP YP EA END CAP. R 1/2.9x0' -9", 2 PLCS' EA SIDE CJP N <3 SIDES TS8x8 TYP C GENERAL STRUCTURAL NOTES THE FOLLOWING NOTES APPLY UNLESS INDICATED OTHERWISE: CODE: UNIFORM BUILDING CODE, 1997 EDITION. DESIGN LIVE LOADS: WIND = 80 MPH, EXPOSURE C, 1 =1.0 SEISMIC = ZONE 3, Z = 0.3, I =1.0 STRUCTURAL STEEL: ALL STEEL ASTM A36, Fy = 36 KSI EXCEPT TUBES TO BE ASTM A500, GRADE B. Fy = 46 KS, SPECIAL INSPECTION REQUIRED. FABRICATION AND ERECTION PER AISC SPECIFICATIONS. SUBMIT SHOP DRAWINGS. WELDING PER AW5 D1.1, MINIMUM SIZE WELDS 3/16" CONTINUOUS FILLET. WELDERS CERTIFIED PER WABO FOR ROD AND POSITION. USE E70XX ELECTRODES. APPLY ONE COAT OF SHOP PAINT TO ALL STEEL EXCEPT FOR CONTACT SURFACES IN BOLTED PARTS, SURFACES EMBEDDED IN CONCRETE, AREAS TO BE FIELD WELDED OR SURFACES WITH SPRAY -ON FIREPROOFING. TYPICAL BOLTS - 3/4" DIAMETER ASTM A325 -N BEARING TYPE. PROVIDE TENSION CONTROL BOLTS INSTALLED PER MANUFACTURE'S INSTRUCTIONS. OPTIONAL TO TENSION HIGH- STRENGTH BOLTS BY DIRECT TENSION INDICATOR METHOD USING LOAD INDICATOR WASHERS INSTALLED PER MANUFACTURE'S INSTRUCTIONS. TYPICAL ANCHOR BOLTS - ASTM A193, GRADE 87. SPECIAL INSPECTIONS: . PROVIDE SPECIAL INSPECTION IN ACCORDANCE WITH UBC 1701.5 FOR THE FOLLOWING: 1. STRUCTURAL WELDING: SPECIAL INSPECTOR SHALL BE CONTINUOUSLY PRESENT DURING ALL WELDING EXCEPT PERIODIC INSPECTION IS PERMISSIBLE FOR SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16" IN SIZE. THE SPECIAL INSPECTOR SHALL VERIFY MARIALS AND LIFIC ATIO 1 7 WELDING INSPECTED WELDS SHALL BE VISUALLY INSPECTED PRIOR TO AND WELDERS PRIOR TO STAR OF WORKQUA. 1CO MP L NS ALL PERIODICALLY INSPECTED WE COMPLETION OR PRIOR TO SHIPMENT OF SHOP WELD. IN ADDITION TO VISUAL INSPECTION, 100% OF ALL COMPLETE PENETRATION GROOVE WELDS SHALL BE TESTED EITHER BY ULTRASONIC TESTING OR RADIOGRAPHY. 2. HIGH STRENGTH BOLTING SPECIAL INSPECTORS SHALL BE CERTIFIED BY WABO. MISCELLANEOUS: RELD VERIFY THE SIZE AND LOCATION OF EXISTING DUCTS, PIPING, CONDUITS, ETC. SHOP DRAWINGS SHALL BE SUBMITTED AND REVIEWED PRIOR TO FABRICATION. VERIFY' ALL .DIMENSIONS AND CONDITIONS AT THE PROJECT SITE PRIOR TO STARTING WORK AND NOTIFY THE OWNER IMMEDIATELY OF ANY DISCREPANCIES. PROVIDE TEMPORARY ERECTION BRACING AND SHORING AS REQUIRED FOR STABILITY OF THE STRUCTURE DURING ALL PHASES OF CONSTRUCTION. REFER TO SPECIFICATIONS FOR INFORMATION NOT CONTAINED IN THESE GENERAL NOTES. 1� aoob - 3Coo DETAIL NOTES: 1. PNON ROVIDE HRINK 3/4 " GROUTGROUT SPACE BENEATH ALL BASE PLATES. GROUT SOLID WITH S. 2. ANCHOR BOLTS: DRILL & EPDXY GROUT 3 -1" DIA A193, GRADE B7 THREADED, RODS ®6 1/4" DC. EMBED 10 ". 3. BEGIN ALL SKIP WELDS WITH 18" CONTINUOUS WELD EACH END OF MEMBER AND AT OPNG. 4. COPE SOFT ''.R AROUND FLANGE OF (E) W8. OUTSIDE EOGE OF STIFF FE TO MATCH W24' FLANGE WIDTH. 5. IE'3/16 x Z TO LAP 1 " MIN ON (E) STL DECK RIB AND 2" MIN ON (E) W16 TOP FLANGE. 6. END OF P 3/16 x Z TO BE 2" MAX FROM (E) JOISTS. 7. SEE ELEVATION 1 FOR LOCATIIONS. SLOT EA END OF TS3x3. 8. CONTINUOUS BELOW EXISTING JOISTS (LENGTH IS APPROX 2 JOIST SPACES). LOCATE TS3x3 AT FIRST BOTTOM CHORD PANEL POINT FROM GRID S- 9. LOCATE TS3x3 ON SOUTH SIDE OF GRID S. TWO PIECE BASE IE 3/4 x W/ 4 ANCHOR BOLTS SEE NOTES 1 & 2-1 TSPIDES 5/ (E) WS 831 - -.i ^;15.^1.1 1' 0" C12.20 7x 1' -8 ALIGN F2 PLACES BASE FE 3/4"x2 I / 1'-3 1/2" 3 AB SEE NOTES 1 2 kvi , ai gii r& 1 • TYP TS axa �5 /1� TYP BASER 5/8 ''5/16 • TQ (E) W8 COL COL BASE CONN 'VON" DEC - 4 2000 5 16 5/16 TS 8x8 TO BASE W. 3 SIDES OHB ACJ ACJ GOB TDP C O 0 Q // O X� Z u D / w 0 O O • 4 p z ANDERSEN E'3JORNSTAO KANE JACOBS• INC A 8/3/00 ADD FRAME & DETAILS A 9/11/00 REVISE WELDS CONSTRUCTION SET GENERAL NOTES MOMENT FRAME ELEVATION &DETLS 98294.00/98160.00/00147.00 DATE 6/21/00 n:ilixn� n mw /2 1 ; 2C(I) . \98160 \cad \scros6 -4.dgn S6.4 SET W TS 4x4x1/4 "X" I10RIZ. BRACING SEE ON DWG. I' I I DETAIL 9 DETAIL 8 I I� IE Nt'161 NEW RIGID MOMENT FRAM SEE RENOVATION DWG. S6 4 � I evA',eo 1 IaeFdo I '. r z I 14 t524 • 14>g26 ul 21 MATC-4 L!i AIE - SEE w 26 T.. 13 �_.. 2 scar BBB L I17 36 ao�ra a 24'.e ° �2aa- LA/EL9S_PER_ E 1 %2' M WEt03 � 1 •18 11 o -c. SEA 9A5 }Lj IE -G' 04 1�.: 10" 9EEr a ) F` T SYL, NEW MAIN ENTRANCE AND LOW FRAMING. SEE RENOVATION DRAWINGS S2.3 & 52.4 Ta s.EL. 4 -2" 1 ALL EQUIPMENT PAD JOISTS TO BE CROSS BRIDGED AT 1/3 POINTS WITH 1-1/2 x 1 -1/2 x 1/8 ANGLE" 'OR EQUAL, METHOD. OF FASTENING BRIDGING TO JOISTS SHALL BE OF THE MANUFACTURER'S DESIGN,_ SUBJECT TO APPROVAL BY THE ARCHITECT-ENGINEER. - C? C? F • 2 2 M 1 kJ G S r > 11 -SYs . a .F SECT ION 1Oac21 Sync EACpM P L }1 1 seE /.uslrnJ yr - muss ERe e1_tvc *,ou g 2 _2x L BBB Z.C1.4 - Ft Icfl 5>=CT10 J TYr_ DLTAI L 5t F _ r'LGN 1 • . A 12) ./''', 13 ZS A CpLTS =emu .,%. +irxLTs t V ,t T E nenL rzns , e,¢pe�u.�. ,;> Sl1orwLS ou vLpu Tuus I I FILL U EI4HT I TYPICFL Set GerplL ` VA. S NOTED d 12:-10 - C I'.. I (=tea --12, To E `� - lT L KEY PLAQ ,c PAMINC, /oT F.A. ir- 1Ti,.k `J IL B5, 2 ADDED Se /S++v t. UviceAo "/�aP/z BznaAtc„ Q- S- 2)3-28 z -oo Q AoosP SE/SAY/C . / , C,enoeRic/ /F,C,. y 'TEFL GE.. INL DIJ ^ V FlOF( Eouur. r l:. u.I r+g E❑ Dc Lour •� Ir.a> I N H �� ar :OCI< k1' E: 7ZAIJ1 i'.1 LOO P2.AM 11JG PL.O tJ O003 As -BUILT INFORMATION PREP. r.0 mem onnwu103 MADE OY Jdil ORAN. AND COMPANY, DAT_D NOVE1001. IPSO TO APRIL 11/08 INFORMATION SHOWN ON THESE DRAWINGS 18 FOR DEEPPENx CMY. R Is THE PESPONONGTY r"" TrL CONTRACTC`i TO VERIFY ALL INFORMATIO SHOWN IN FlQf1 DU TE JACOBS, VISCONSI & JACOBS CO. DEVC!OPERS EERIE CORER RIDGE ROAD CLEVELAND. OHIO NNE Ara. Coda 210E71 -1000 v 4 CITY OF RODVIA APPROVED DEC - 4 2000 A; ,•�Lu TUKWILA, WASHINGTON AS -BUILT 2-88 (Ex) /t831 NS- (tx)I48 2 2 (Ex) /2033/ (Now) in/ 8 (Ex) /283/ (Ex.) 24w r ( Ex.) L '283' FS. (Ex) /6NS Tor. DETAIL DETAIL a HORIZONTAL "X" BRACING FOLLOWS CONNECTION ELEVATIONS. MAY NOT BE LEVEL (Now) L¢x4x ¢ fz84/ (Ex) TsT. B. C. P/P To(-x) COLf/MN ABa VA 8092 /NG, CoAmec r /on/ (New) TS 41 4x /q. 'X "Hok /z. BRA CING SEE PLAN. SEE Der 7 /S /4 Pak WELDS /2". ENo$ DETAIL NOTE: FOR PLATE SIZES, WELDING TYPE & SIZES AND OTHER NOTES NOT SHOWN. SEE DETAILS # 1 - 2 - 3 (E /O F.S. (NEw) / 2 57 /t M.S. ON Ex/sT. (New) TS - 4 .1.4." X HoR /z, BRAc /NG. SEE PLAN. SEE GET. 7 /S / /SA FO,c WELDS (Ex) TST.. N.S. PROv/DE1/vew) 6 '4- FAoD7.7 B.0 PIP AND F /ELDwEtp72 (NEw)ST,F 1''. DETAIL Tort Top OFEx/sr,A/ Locum /F REOD. So f& /s CoNT//✓PO1/S (Ox.) /6831 NS. Nores WEB [(Ex.) /2610 F.S. As- REED. (NEw) ft 2 x 8' (Ex) /6 vo 80 (Ex) /48 DETAIL IC To EXIsr, <" 88AMS / Ex /ST /4822 v iSr, oL REVISIONS C . UP G000eoAxT''s To As -G`V/LT 7 -.s -oO 2� 3 oea DEr / 2 r' /4.o.rc !!l foa Tuts Sos mic ee U) DETAIL (-8� r -,5 DETAIL ADTusr ST /io Ex /ST /N.• Cory FILLET WELD AROUND A LL CoNTA CT Po/NTS WoO G FAR Sioe S/m LAA (New) TS ix ¢ x /¢ X floR/z. BRAc /Nc SEE PLAN. SEE 0E77 - 7j /SA To WELDS /2 (NEw.) / Z "Sr /r0W O.I / (NEw)' 4. 4x 1 4 N.S. ON ¢ Ex,ST, //M" syowN ONEL6v.F eCLA /cry DETAIL FIELD CoPE(NEo()ST /FFNR ALS. t C3. Ar(Ex) D/AG.ARAce CONNECT /o• (Ex.) /28 4 4 ss s NE.ES To CLEAR cr /ON AN oLES F /ELO /ECG Ex /ST. B E� M 7 Coouo,w CA/ / // NEw). f. I 2. x 8 (No w) Pc.'3 x3 xq.Feoti. TST. F/Rsr BOT•r. CND. PAP. To Ex/sT. Pos 7-Cot u/7n/. (NEw) TS 4 x 4.4. X "'PoR./z. BRACE Comv. SEE PLAN. TS FAR SIDE SIMILAR r,. SEE PIPN /y" STIFF ES. (E) WEI COL (N) WI (E)5 ROW sr 1 61ne FlELD VERIFY. - 2 - -PNCH1', H. HIT 150 E 0%Y ADHESIVE (N) STIFF E.S. STIFF E.S. DETAIL FENOVE PORTION 0 (E) BO 0 rOP COL IS REO'0 i 2 x 4 ' -6 SEE SECTIO FOR INFO NOT SHOWN DETAIL (N) 5 4 . 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