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HomeMy WebLinkAboutPermit D99-0136 - Group Health Cooperative - Mechanical Mezzanine D99 -0136 12400 E. Marginal Way So. Group Health Cooperative City of Tukwil$; (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: Parcel No: Address: Suite No-: Location: Category: Type: Zoning: Const 'Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: DEVELOPMENT PERMIT IF CONSTRUCTION BEGINS. BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. 734060 -0480 12400 EAST MARGINAL WY AWSE DEVPERM MIC /L 0.01 North: 125 Fire South: . .0. East: S eweir 'VAL" :-VUE ..' ` . S1,.opes.: Y Contractor License No:' SELLEC *372ND OCCUPANT GROUP HEALTH COOPERATIVE 12400 EAST MARGINAL WY S, TUKWILA, WA 98168 GROUP, HEALTH COOPERATIVE Phone.: (206)448 -4699 !JhM DOLIMA PROPERTY MGMT, 521 WALL ST, SEATTLE WA 98121 ALEX CLARK Phone 206- 682 -5000 ..19043RD AV; SUITE 500, SEATTLE, WA 98101 Phone: 206 682 -7770 Permit No: Status: Issued: Expires: Occupancy: UBC: Protection: .0 West: Streams: • Phone D99 -0136 ISSUED 06/11/1999 12/08/1999 WAREHOUSE 1997 SPRINKLERED /AFA .0 OWNER CONTACT CONTRACTOR•':'SELLEN CONSTRUCTION CO. INC. P :`0 ,BOX° 9970, SEATTLE:, WA 98109 *•k'k•k*** ****!k *k** *•k* * *•k***k**• kitk*******.' kk** kk*k *k **k*•k* * * *•kk -lk** *•kk'* ***k*k**kkk' Permit. Description:, ADDITION OF MECHANICAL MEZZANINE IN WAREHOUSE. *• kk * * ** * * * * *4 * * *** * *k`kk.•k* * *.** *•k. *: * *** *4c * *•kk *.k * ** J( *k** * *•k 'k **** *�i. ** *�i *k** * ** **** *1 Construction Va'luation: 20,000.00 PUBLIC WOgKS,.:PERMITS:.*(Water Meter Permits Curb Cute /.Access /Si:dewalk /CSS:: N Fire Loop Hydrant: ...N N loodControl Zone: N Hauling: N Start Time: ;Land Altering: N Cut: Landscape Irrigation: N Moving Oversized Load: N Start Time End Timer Sanitary Side Sewer: N No Sewe'r;Main Extension: N Private: N Public: Storm `.Drainage: : N Street Use: N Water Main. Extension: N Private: N Public: N *****• k***********************• k*• k******* k**• kk******** k******* * * *•k* *•k ** * ***'k *•k *k•k•kkk•k: TOTAL DEVELOPMENT PERMIT. FEES: $ 534.56 *•*• k******• k*• k****A********* k****' k** k*** k***k*** k************ * *•k *•k * * *k*** **•k-k*•kk * * **•k, Listed Separate) Eng. Appr: Size(in): End Time: Fill: .00 Permit Center Authorized Signature: 2)//a--_. Date tQ- t1`"l9 I hereby certify that I have read and examined t is permit and know the to be true and correct. All provisions of law and ordinances governing work will be complied with, whether specified herein or not. same this 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 ignature: Print Name: This permit shall become null and void if the 180 days from the date of issuance, or if the for a period of 180 days from the last inspection. Date: work is not commenced within work is suspended or abandoned CITY Of TUt(WILA Address:: 12400 EAST MARGINAL WY S. Permit No D99 -0136 Sal te :.. Tenant Type: DEVPERM Parcel #: 734060-0480 ****' k'***************** k' k** k* kk** k•/ i*+A k ****k** *:t** ** *A*%* *•kk *k *** ** *** ***k* Status: ISSUED, Applied: 04/21/.1999 Issued: 06/11/.1999 Permit Conditions: 1. No changes will ` be made to the :plans„ •un 1 ess approved by the Engineer and the Tukwila Building Division. 2, All permits, inspection records, and approved plans `hall ; be available at the 'Sob site 'prior to the start 'ot` :any con - struction. These .docinierits sate to' be maintained and avail ;able until final inspection approval is granted . • Electrical permits *hall be obtained through the Washington. State Division of Labor and' industries and all electrical wnr,k'wi l l4,e ��inspected 'by that agency (248- 6630) 'Plumbing' permits shall be obtained through the Seattle-King• County Department of Pub i i•c .'Health. Plumbing w i l l l be inspected:: by that agency, including all gas piping .('296- 4724. All ,.mechanicai work shall be under separate permit the .Gi ty of Tukwila • All :;construction to be done in conformance with approved plans and requirements of the .Uniform Building Code (1997, Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code ( 19'97 Edition). 7. `Validity ;ot Permit The issuance of a permit or approval ; o plans, specit ications, and comp,utations•`shall not be on- ,str ed to'; be a permit for or an approval ,of, any .violation of any of the 'provisions of the building code or of any ordinance of the jurisdiction. No permit presuming to giveauthority 'to violate or cancel the provisions of .thi code'shall be valid 8. When special inspection i$ : required either the owner, architect or engineer. shall notify the Tukwila Building Division': of appointment of the inspection 'agenc.ies prior . the first building inspection. Copies of all special inspection reports shall be submitted to the Building, Division in a timely manner Reports, shall contain address, project name, permit number and type of inspection being performed. 9. 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. 10. Readily accessible access to roof mounted equipment is required. 11. All structural concrete shall be special inspected (UBC - Sec, 306(a)1). 12. All structural welding shall be done by W.A.B.0. certified welders and special inspected (UBC - Sec. 306(a)5). 1.3. All high- strength bolting shall be special inspected (UBC Sec. 306(x)6). 14. Bolts installed in concrete shall be special inspected (UBC. Sec. 1701 .5.2) . CITY OF + ! "1WILA Permit Center 6300 Soulhcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 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:.�1 l��o�o%tr�n1 ,�Z.DG -`%%� �-. Value of Constructi Ta v'IJJJ' : 5 201 /"1 ez C State /Zip: Site Address: / 4X t/ _ # `4 �A 7OV j+ .(o itA Property Owe• '241vp ji/Mittbi- O/ 4t 7 ✓S- Phone: zoa, - ttic% - 2355 Street Address: �,�� ���/{� City State /Zip: "S2/ ��1.L St"", 1 l6a/l%4 till. 4iA 12512/ Fax #: �� ^ �//8 _ Z¢ Z� 7 7 Contractor: �iG �1 Ctiv t✓L on) CAA/94-..y Phone: 20f.. ,. 2 -520G Street Address: 1 i City State /Zip: 2 , l'! £ /U, 414 Fax #: S20�o Architect: UV _ , l � ,� tUe �Of Phone: Street Address: pity State /Zip: lq Oy .3 f.�✓ 5 '� a �(, 1.09 �l�o( Fax #: CaZ / -- 7717 ` Engineer � - 1 i' Phone :206p q93- Street Addre" ss: 'lL _City State /Zip: 1 Zit 3 1 � 5f: ii /6 � .o G/A- q 9/21 Fax #: ,/ T 93 vi 7 6 / t Contact Pe C d his, nlfi✓ Ara' Phone: - - .2--• 5-0.t.-0 Street Address: 2 v, City State /Zip: 19041 3 �✓ , S / ;f. dl / 9m1 a i Fax #: 20 „62! .- 1 ? 4° 7 Description of work to be done: "c, 19F ` a 'c c /114 71%/Q. 7AJ Gailve* d. Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family / Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel LJ Office ❑ School /College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family fa Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes 7no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes no Existing fire protection features: gsprinklers utomatic fire alarm ❑ none ❑ other (specify) Building Square Feet: �74 existing I Area of Construction: (sq. ft.) 417 9,f. /(1XJ Will there be storage of flammable /combustible hazardous material in the building? ❑ yes fa no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets APPLICANT. REQUEST FOR PUBLIC WORKSiSITE/C!VIL PLAN REVIEW'OF THE FOLLOWING:: (Additional reviews may be determined :by the Public Works. Department) ❑ 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 it: Size(s): 0 Deduct ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: ❑ Miscellaneous ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date appljcaf icce d;,., Date ationx l(es: _ ■ Appllca5en by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM C_'TPERMIT. DOC 1/29/97 ALL COMMERCIAUMULTI- FAMILY TENANT IMPROVEMENT /ALT A TION PERMIT APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: ➢ 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 ;11 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) L-1. North arrow and scale 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 Location of driveways, parking, loading & service areas �i• 5. Recycle collection location and area calculations (change of use only) /ilk-- 6. Location and screening of outdoor storage (change of use only) u{f 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 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 Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) x'71. Location and gross floor area of existing structure with dimensions and setback ✓f2. Lowest finished floor elevation (if in flood control zone) -43: See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). 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. Vicinity Map showing location of site Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. Indicate proposed construction of tenant space or addition and walls being demolished 0`4 8. J/ -9. 1410. Construction details Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. 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 / AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER i ' AUTHO IZED GENT: Signature: / Date: cie_ 2 - cm Print name: / A,,, , ( 0001- Phone: 6 2_5 Fax f: _624_ 7717 Address (lc,/ 3' Att ,sucfrs coo . 1: c,JA City /State /Zip qt,(C)► CTPERMIT.DOC 1/29/97 ivy+r,'.t `:fit'..: }'x'X� ';rf' . • *kk ** ** A***** *A *k * * *k*kil'k* ***** ** *A *Ak: * *A*:k * **k ***- A:t * *** *** * *. L'ITY OF TUKWILA, .WA f TRANSMIT ****A*k**k**A* *A.*** * *i��tx' k4,E* *jqq ** * * *A.4.** . **A*:i *4* * **A•; TR(ANSM1T Number: R980(.09.8 Amount: 23.50 '07/06%9. 11:59 Payment''Me•thod:1 CHECK Notation::: (LCX CLARK .' Init: CAS Permit. No: D99 -0136. Type: DEVPERM DEVELOPMENT PERMIT Parcel No: '7340'60 -0480 .. Site.. Address: 12400 EAST MARGINAL " WY a. Total Fees: 558.06 This .Payment 23.50 Total ALL Pmts: 558.`06 Balance: nce: .00 *.A:k•r***.* *fir *. k * **k *A *** *A *k,. **••kk.i 4 * *•kA *A*4:1• * *A*A *irk* * ** "" *k* ** Account Code Description Amount 000/345.830. PLAN CHECK NONRES 23.50 4750 07/07.9717. TOTAL. 23.50' -GROUP- HEAL.TR.. 000/322 .,10,0. • BUILDING ..-- NONBES - ' 321.25., E,,,•,::"0,00/345•.83.0, • ,,,, ,, PLAN CHECK - NONRES.. ,.. ...STATE:BUILDING 'SURGHARGEPW ND 534.56 CHECK 534.56 04/26/99 10 0835 0097 2698 CITY OF TUKWILA 2690 04/26 9710 TOTAL 534.56 INSPECTION RECORD. Retain a copy with permit INSPECTION NO CITY OF TUKWILA BUILDING DIVISION A 6300 Southcenter Blvd, #100, Tukwila, WA 98188 o —( 06).431 -3670 PERMIT NO. Project: 1 /',' f T v) Type of I YP on: � G1X Address: Date calle _ Special instructions: Pt41 /. tom/ r✓ v''t Date wanted: a.m. Requester: Phone: Approved per applicable codes: Corrections required prior to approval. COMMENTS: Inspector: 1/..r / El $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Date: Receipt No: Date: ;Ili 'INSPECTION RECORD• - Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION. 6300 Southcenter Blvd, #100, Tukwila, WA 98188 { 61 , ..,.., , 1 PERMIT NO. (206)431 -3670 Project: ! /t� Type of Inspection: / Address: Date called: J1m 4J Special instructions: Date wanted: V2_ Requester:�^^` A 1/9'73 CY r , r 7 Phone: "- 0° r Approved per applicable codes. Corrections required prior to approval. COMMENTS: . / 'ink /ems �y� /V `�c. /-1-1.7 r. t i�-r"' .P -2. c, h .7.-,...e..„ G6�•,a -t..� J1m 4J / ''ve c..vvrr!/i ,. --) S A 1/9'73 CY r , r 7 i�...e19 "- 0° r e.. -te,,t f . ..-. 1.e.a9A.. A-6.s5 ,�'1. .._ A"-,,) -, A-- e,,4.,A11 L J4-- 4-7—M iz-iee c Zed OA/7 - J'7'" -qfy !II L Q s y`'p yle. gtr' ,e ` it 1-, 4 1.-te 11 ;(1 1, ') Inspector: mil rI !.if $47.10 REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: Date: 'INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 i1 a.4 i1A6 -e/ PERMIT�IQ. t �... --�I /rte (206)431 -3670 Project: Type of Inspection: Address: ' /2-(1/------14/:1] Date called: 7'43 —9,/,......\: Date wanted:? ,q %El,' P.m. -Special instructions: /0 w.'' 0 Requester: Phone: 9O j...0,07.„ Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0 RINL,hetitti i. Inspector: Date: Ej $47.0 ' ElNSPECTION FFE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: • • r1� Pt t;� City of Tukwila Fire Department John W. Rants, Mayor Thomas P. Keefe, Fire Chi TURWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. SYYA M t °1- ! `hB Project Name G Covs# Address \ Zf "` cNN ■V'OA t.. �''.J� S Suite # Retain current inspection schedule • Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: )k Fire Alarm: uoroa , Hood &Duct: Halon: Monitor: Pre -Fire: Permits: to q,. \clC; Authorized Signature Date FINALAPP.FRM Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575.4439 Or J ROSENAU & ASSL SIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118.3216 Tel:(206) 725.4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT Job Number: 1 99 -394 1 Report Number: 1 002 1 Permit Number: 1 D99 -0136 Test Date Project: Group Health Architect: Address: 12400 E. Marginal Way South, Tukwila Engineer: Client: Sellen Construction Contractor: Sellen Construction Date: 28 July 1999 Inspector. K. Brush Inspected the resteel and placement at 1 slab on deck for mechanical mezzanine, reinforced with 6x6 welded wire fabric. 8-4-99 Resteel is grade 1 1 , as specIfied, from 7 Placement Data Batch Weights Supplier: Lonestar Cement (type/lbs.): 517# Water (lbs. /gal): 258# Mix Number 3240 Sand (lbs.): 1525# Admixtures (specify) Total Yards Placed: 7 Aggregate (size/lbs.): 1791# 3/8' 28 Placed Via: Pump Aggregate (size/lbs.): 29.44# Vibrated: Yes Aggregate (size/lbs.): ASTM C 78 Required psi (f c): 3000 Fly Ash (lbs.) W/C Ratio: Sample Data Yards Slump' Air Content Concrete Temp Ambient Tamp Truck No. Ticket No. Cast Samples: 1-4 7 6' 80 °F 79 °F 25 629821 Cast Samples: Cast Samples: Compressive x , Cast Samples: Flexural Weather: 1 Clear Date Samples Picked Up: 1 7 -29-99 Comments • Conforms x I Doss Not Conform TEST RESULTS Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 8-4-99 7 6x12 28.30 29.19# 72,050 2550 ASTM C39 x 2 8 -25-99 28 6x12 28.30 29.44# 132,840 4690 ASTM C 78 3 8 -25-99 28 6x12 28.30 29.28# 132,840 4690 ASTM C 109/109M 4* Compressive x , Flexural *Discarded Caoles to: Reviewed by: Confonns 1 x 1 Does Not Conform 1 This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm Is strictly prohibited. Page 1 of 1 Owner x Contractor Architect x Building Dept. Engineer Reviewed by: Confonns 1 x 1 Does Not Conform 1 This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm Is strictly prohibited. Page 1 of 1 OTC ROSENAU & ASSC IATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725 -4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT Job Number: 99 -394 R: • • rt Number: 002 Permit Number: 1 • • 0136 Test Date Project: Group Health Architect Address: 12400 E. Marginal Way South, Tukwila Engineer. Client: Sellen Construction Contractor. Sellen Construction Date: 28 July 1999 Inspector. K. Brush Inspected the resteel and placement at 1 slab on deck for mechanical mezzanine, reinforced with 6x6 welded wire fabric. 8-4-99 Resteel is grade 1 1 , as specified, from 7 Placement Data Batch Weights Su • •Tier: Lonestar Cement • - bs.: 517# Water lbs. /! :1 : 258# Mix Number. 3240 Sand (lbs.): 1525# Admixtures (specify) Total Yards Placed: 7 Aggregate (sizellbs.): 1791# 3/8" Placed Via: • Pump Aggregate (size/lbs.): Vibrated: Yes Aggregate (size/lbs.): ASTM C 78 Required psi (f c): 3000 Fly Ash (lbs.): W/C Ratio: Sampes Data Yards Slump ' Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 7 6" 80 °F 79 °F 25 629821 Cast Samples: Cast Samples: Compressive x Cast Samples: Flexural Weather: 1 Clear Date Samples Picked Up: 1 7 -29-99 • Comments Conforms 1 x 1 Does Not Conform 1 TEST RESULTS Specimen Number Test Date Field Cure Age Da s Size • In. Area • .In. W :' • ht Max Load Lbs. Strength • si Tested in general accordance with 1 8-4-99 7 6x12 28.30 29.19# 7 1350 2550 ASTM C39 x ASTM C 78 ASTM C 109/109M Compressive x Flexural Cooles to: Reviewed by: Conforms 1 1 Doss Not Conform 1 This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm Is strictly prohibited. Page 1 of 1 Owner x Contractor Architect x Building Dept. Engineer Reviewed by: Conforms 1 1 Doss Not Conform 1 This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm Is strictly prohibited. Page 1 of 1 Certified Inspection Services, Inc. 1069 S.W. 328th Court, Federal Way, WA 98023 Phone (253) 927 -0626 Fax (253) 661 -2984 Ultrasonic Weld Inspection Report AWS D1.1 EERIE AUG 0 9 1999 COMMUNITY DEVELOPMENT Customer: Otto Rosenau & Associates Project: Group Health Permit Number: D99 -0136 ORA Job Number: 99 -394 Specification: AWS D1.1 -98 Job Description: Ultrasonic inspection of: complete penetration welds, as listed. Remarks: Date: 7/22/99 P.O. No.: Report No.: 16411 Table: Procedure No.: 1 Base Metal Type: fe Surface condition: as welded Procedure Weld Joint: TC -U4a Weld Process: FCAW Ultrasonic Equipment Instrument: Mfg.: Krautkramer Branson Transducers: Mfg.: KB Aerotech Dimensions: .75" x .75" Dimensions: 1" dia. Model: USK 7 Frequency: 2.25 MHz Angle: 70 deg. Angle: Straight Beam z o 2 t/J I:3 CA •: 0 - Z A 1 1 1 1 1 llllll .." m a, c.)000000000000 5: A 0 4. co) z a z ,,, 8 x 1.--: d N it.1 Is a 41 04 VI CI a, 1.1 mi 015163R536RRRRR IS 44 0 gl 3 II.. to oc000cz00000 4 r• N r-- t-- t- N t•-• r- t-- t-- t-• r• d al Z000000000000 UI-, gi 111111111111 , OM-O ROSENAU & ASS6CIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725-4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory Report Number: 001 Inspection Performed: Project: Address: Client: Contractor CONSTRUCTION INSPECTION REPORT Welds, high strength bolts Group Health 12400 E. Marginal Way S., Tukwila Sellen Construction Sellen Construction Permit Number: Job Number: Architect: Engineer: D99 -0136 99-394 Inspector and Date Inspection Results K. Brush 7 -22 -99 Visually inspected weldments for full penetration moment connections for mechanical mezzanine with all work according to plans. WABO certified welders: Vernon V. Harris, Jr. (1APROO, HAR 46 1816) Luis L. Yepez (1JULOO, UEP 29 9250) Inspected high strength bolts for mechanical mezzanine connections with all bolts tensioned to specifications. K. Brush Visually inspected weldments for steel pan deck to beam connections (puddle welds) and button punch for 7 -26-99 mechanical mezzanine with all work according to plans and details on D -1. WABO certified welder: Vernon V. Harris, Jr. (1APROO, HAR 46 1816) Copies to: Reviewed by: cec,;,44- . ,erae.:_-"' wee This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm Is strictly prohibited. Page 1 of 1 Owner 1 Contractor Architect 1 Building Dept. Engineer Reviewed by: cec,;,44- . ,erae.:_-"' wee This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm Is strictly prohibited. Page 1 of 1 OT.O ROSENAU & ASS6CIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725-4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT Job Number: 1 99 -394 1 Report Number: 1 001 1 Permit Number: 1 099 -0136 Test Date Project: Group Health Architect: Address: 12400 E. Marginal Way South, Tukwila Engineer: Client: Sellen Construction Contractor: Sellen Construction Date: 7 -14-99 Inspector: R. Edwards Inspected the resteel and placement at Four column footings in warehouse area. Resteel is placed as per plan and is tied securely. Consolidated to fill all voids under existing slab and around resteel. City of Tukwila building inspector was on site prior to concrete placement, no deficiencies were noted. Resteel is grade 1 60 1 , as specified, from Cascade Mills Placement Data Batch Weights Supplier: Cement (type/lbs.): 517 Water (lbs./gal): 257 Mix Number Sand (lbs.): 1451 Admixtures (specify) Total Yards Placed: wheel barrow Aggregate (size/lbs.): 1850 Placed Via: Aggregate (size/lbs.): Vibrated: Aggregate (size/lbs.): Required psi (fc): 3000 Fly Ash (lbs.) W/C Ratio: Sam le Data Yards Slump 4.5 Air Content Concrete Temp 75 Ambient Temp 72 Truck No. 97 Ticket No. 631352 Cast Samples: 1-4 1 Cast Samples: Cast Samples: Compressive Cast Samples: Weather: 1 Placed inside building Date Samples Picked Up: 1 7 -15-99 Comments Conforms 1 x J Does Not Conform 1 TEST RESULTS Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.In.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 7 -21 -99 7 6x12 28.30 29.75# 95,940 3390 ASTM C39 x ASTM C 78 ASTM C 109/109M Compressive x Flexural Copies to: Reviewed by: This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm is strictly prohibited. Page 1 of 1 Owner x Contractor Architect x Building Dept. Engineer Reviewed by: This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm is strictly prohibited. Page 1 of 1 OTC J ROSENAU & ASSC,CIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118 -3216 Tel:(206) 725.4600 • Toll Free:(888) OTTO -4 -US • Fax:(206) 723.2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT iJ Job Number: 1 99 -394 1 Report Number: 1 001 -1 Permit Number: [ D99 -0136 ) Field Cure Age (Days) Project: Group Health Architect Address: 12400 E. Marginal Way South, Tukwila Engineer Client: Sellen Construction Contractor Sellen Construction Date: 7 -14-99 Inspector. R. Edwards 7 -21 -99 Inspected the resteel and placement at Four column footings in warehouse area. Resteel is placed as per plan and is tied securely. Consolidated to fill all voids under existing slab and around resteel. City of Tukwila building inspector was on site prior to concrete placement, no deficiencies were noted. 6x12 Resteel is !rade 60 , as • = 'fled, from Cascade Mills Placement Data Batch Weights • Sus *Tier: Cement . • lbs.: 517 Water lbs. /, :1 • 257 Mix Number: Sand lbs.: 1451 Admixtures s . i Total Yards Placed: wheel barrow Aggregate (size/lbs.): 1850 29.82# Placed Via: A! : r: !ate size/lbs. • ASTM C 78 Vibrated: Required psi (fc): 3000 A .,: r : !ate size/lbs. : 8 -11 -99 Fly Ash (lbs): W/C Ratio: Sam is Data Yards Slump Air Content - Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 1 4.5 75 72 97 631352 Cast Samples: Cast Samples: Compressive x Cast Samples: Flexural Weather: 1 Placed inside building Date Samples Picked Up: 1 7 -15-99 Comments Conforms 1 x 1 Does Not Conform 1 TEST RESULTS Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 7 -21 -99 7 6x12 28.30 29.75# 95,940 3390 ASTM C39 x 2 8 -11 -99 28 6x12 28.32 29.82# 152,060 5370 ASTM C 78 3 8 -11 -99 28 6x12 28.32 29.63# 150,420 5310 ASTM C 109/109M 4* Compressive x Flexural *Discarded Copies to: Reviewed by: Conforms J x Does Not Conform 1 This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm is strictly prohibited. Page 1 of 1 Owner x Contractor Architect x Building Dept. Engineer Reviewed by: Conforms J x Does Not Conform 1 This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm is strictly prohibited. Page 1 of 1 OAGRA Earth & Environmental 29 March 1995 11- 09655 -02 Group Health Cooperation 521 Wall Street Seattle, Washington 98121 Attention: Mr. Joe Neuenschwander, A.I.A. Subject: Geotechnical /Environmental Issues Riverton Operations Center 12400 East Marginal Way South Tukwila, Washington Gentlemen: AGRA Earth & . Environmental, Inc. 11335 NE 122nd Way Suite 100 Kir'<land. Wasnington U.S.A. 98034-69'8 Tel (206) 820-4669 Fax (206) 821 -3914 RECEIVED CITY OF TUKWILA JUN - 3 1999 PERMIT CENTER As requested by Mr. Joe Neuenschwander of Group Health and approved by Mr. Steve Salier of Seafirst Bank, this letter presents the results of our review of the geotechnical and environmental related issues of concern to Group Health prior to purchase of the subject property. Our work has been conducted in accordance with the Proposal for Services letter. dated 14 March 1995 which was authorized by Joe Neuenschwander of Group Health on 20 March 1995. The opinions made in this letter are based primarily upon review of our Phase I /11 Environmental Site Assessment report for the property dated 10 November 1994 (AEE Project No. 11- 096655 -00) , supplemented by building plans furnished us by Group Health and other information available in our office library. PHASE 1 /11 ASSESSMENTS AND UST REMOVAL The results of AEEs Phase I Assessment of the property indicated the following issues of concern: • Results of a limited asbestos survey indicated a relatively small amount of flooring materials in the building contained asbestos; however, these materials were in generally good non - friable condition; • Three (3) steel fuel underground storage tanks (USTs) (diesel fuel: two 8,000 - gallon; one 2,000 - gallon) were located on the subject parcel. The 2,000 gallon UST was installed in 1976 and the 8,000 gallon USTs were installed in 1986; Engineering & Environmental Services C09191 411 CCICICI Group Health Cooperation 29 March 1995 11- 09655 -02 Page 2 • Several chemical containers were observed in the warehouse and generator rooms. No significant spillage or staining was observed in these areas; • At least five confirmed contaminated sites are located within a %: -mile radius of the site, including the METRO south -base site, located at 12100 East Marginal Way South, which is adjacent to the north side of the subject parcel. The results of AEEs observation of UST removal and Phase II Assessment indicated the following results. Well and UST Locations area depicted on Figures 4 and 4A and analytical test results of soil and groundwater are included on Tables 1, 2, and 4. • Soil samples collected from the excavation cavity after removal of the 2,000 - gallon diesel fuel UST and the associated product line did not contain Total Petroleum Hydrocarbons (TPH) concentrations in excess of Washington State Department of Ecology (Ecology) Model Toxics Control Act (MTCA) Method A cleanup levels (See Table 1); • During backfilling of the 2,000 gallon diesel fuel excavation, a shallow 4 -inch I.D. PVC well was installed in the excavation cavity. A groundwater sample collected from the UST well initially contained a diesel -range TPH concentration of 1.9 parts per million (ppm), which is in excess of the MTCA Method A cleanup level of 1.0 ppm. Four hundred gallons of water were pumped from the well and it was subsequently resampled two additional times. The results of the preceding sampling events indicated diesel -range TPH concentrations which were in excess of the MTCA Method A cleanup level (See Table 4); • AEE performed a Phase II Assessment on the site which included nine soil borings, six of which were completed as temporary 2 -inch I.D. wells (MW -1 through MW -6), and three of which were completed as typical 2 -inch I.D. monitoring wells (MW-1A through MW -3A). Soil samples collected from the borings either did not contain concentrations or contained concentrations of TPH that were below MTCA Method A cleanup levels (See Table 2). Groundwater samples collected from temporary well MW -5, located to the north of the two existing 8,000 gallon USTs, contained a diesel -range TPH concentration that was in excess of the MTCA Method A cleanup level. Water samples collected from five of the eight other temporary and installed wells contained detectable diesel and motor oil -range TPH concentrations which cumulatively (diesel + motor oil -range concentrations) are slightly in excess of the MTCA Method A cleanup level of 1.0 ppm (See Table 4). Groundwater °AGRA Earth & Environmental Group Health Cooperation 29 March 1995 11-09655-02 Page 3 depths in the vicinity of the former and existing onsite USTs ranged from 4.33 feet to 6.04 feet below the tops of casing at the time of sampling, with an inferred migration direction to the northwest (See Figure 4A); • The cathodic protection for the two existing 8,000 gallon USTs was found to be in compliance with current Washington Department of Ecology requirements. The results of water samples collected from the well installed in the cavity of the former 2,000 gallon diesel fuel UST indicate a TPH concentration in excess of the MTCA Method A cleanup level. However, given the relatively low concentration, it is highly unlikely that Ecology would demand that a remedial action be performed.at the site. The results of soil and groundwater samples collected from monitoring wells MW -1 A and MW -2A, installed in the vicinity of the existing 8,000 gallon diesel fuel USTs, would not indicate that a significant release had occurred in the vicinity of these tanks at the time of sampling. Additionally, to our knowledge there are no other environmental hazards that would warrant mandating of a large scale cleanup action encompassing the site area due to known contamination sources on the subject site or immediate vicinity. Liquefaction and Floodplain Considerations In addition to the environmental considerations, we have been asked to review available site soil information and foundation plans for the building. We have been furnished the foundation plans for the original building construction (revised 9- 23 -76) from the plan set prepared by Lance Mueller & Associates, Architects. We have also been furnished the foundation plans (dated 4- 29 -85) prepared by Wright Forssen Associates for the new Wing /Micropgraphics/Warehouse, as well a the foundation plans for the Computer Center Expansion (record drawings issue dated 10- 10 -89) prepared by Andersen, Bjornstad, Kane, Jacobs, Inc. Based on the foundation plans, the structure is supported on conventional spread and continuous footings with a slab -on -grade floor. The footings were designed on the basis of an allowable soil bearing pressure of 3,000 pounds per square foot. A total of eight borings /monitoring wells were installed at the site for our Phase II Environmental Site Assessment. The results of which were submitted in our 10 November 1994 report, the borings /monitoring wells were concentrated along the north property line to address potential for off -site impacts, and just south /southwest of the building to address potential impacts from the two existing 8,000 - gallon UST's and the removed 2,000 - gallon UST. On the basis of our borings /monitoring wells, soil conditions consisting primarily of medium dense to very dense silty gravelly sands were encountered with groundwater levels generally in the 10 to 15 foot range with extremes of 5 to 25 feet. According to the Geologic Map of Southwestern °AGRA Earth & Environmental pi ti Group Health Cooperation 29 March 1995. 11- 09655.02 Page 4 King County, Washington, the site area is mapped as . being underlain by the geologic unit Qvt glacial till. On the basis of this available information, it is our opinion that risk of damage to . the building as a result of seismically induced settlement or soil liquefaction is remote. In order to evaluate the risk of flooding from the Duwamish River, we reviewed the King County Sensitive Areas Map Folio (dated December 1990) with respect to 100 -year floodplains as well as the USGS topographical survey for the Des Moines Quadrangle. According to this information, the site is situated at an approximate elevation of 100 feet roughly 1,000 feet from the west bank of the Duwamish River.. The King County Sensitive Areas Map Folio shows the site area to be well outside any 100 -year floodplains. Therefore, it is our opinion that the risk from flooding of the Duwamish River impacting the subject site is remote." -. OAGRA Earth & Environmental Group Health Cooperation 29 March 1995 11-09655-02 Page 5 We trust this information satisfies your current needs. Do not hesitate to call if we can be of further assistance on this matter. Respectfully submitted, AGRA Earth & Environmental, Inc. Charles C. Cacek Project Geologist EXPIRES 10/2 / Daryl S. Petaraca, R.E.A Associate Enclosures: BRW /DSP /clt Tables 1 & 2 - Summary of Soil Analytical Results Tables 3 & 4 - Summary of Groundwater Analytical Results Figure 1 - Site Location Map and Site Plan Figure 2 & 3 - Sample Location Plans Figure 4 - Site and Exploration Plan Figure 4A - Exploration Plan /Groundwater Elevation Contour Map OAGRA Earth & Envlronmental TABLE 1: : SUMMARY OF ANALYTICAL RESULTS: SOIL UST EXCAVATION RIVERTON OPERATIONS CENTER 12240 EAST MARGINAL WAY TUKWILA, WASHINGTON AGRA E&E JOB NO. 11-9055-00 Sample Date Location • . Depth Headspace ' WTPH -D I.D. Sampled (feet) (pPm) (ppm) Diesel UST N. Sidewall 6/09/94 North Sidewall 0 <10. S. Sidewall 6/09/94 South Sidewall 0 22 E. Sidewall 6/09/94 East Sidewall - 0 <10 W. Sidewall 6/09/94 West Sidewall 0 <10 Bottom 6/09/94 Bottom 0 30 Product Line PL -1 6/09/94 See Site Map 3.5 - <10 Stockpile Stockpile 6/09/94 -- -- -- 21 MTCA Method A Cleanup Level 1 200 indicates in exams of MTCA Method A cleanup lwsl SUMMARY OF ANALYTICAL RESULTS: SOIL BORINGS RIVERTON OPERATIONS CENTER 12240 EAST MARGINAL WAY TUKWILA, WASHINGTON AGRA E &E JOB NO. 11- 09655 -00 Sample Date Depth Headspace . WTPH- WTPH -D WTPH -D. No. Collected (feet) HCID. Extended B-1.S-4 6/09/94 17.5 -19.0 0 ND NT NT B -2,S -4 6/09/94 17.5 -19.0. 0 ND NT NT B -3,S-4 6/09/94 17.5 -19.0 0 ND NT NT B -4,S-4 6/09/94 17.5 -19.0 0 ND B -5,S -2 6/09/94 7.5 - 9.0 0 ND NT NT B -6,S -2 6/09/94 7.5 - 9.0 0 ND NT NT B- 1A,S -7.5 10/14/94 7.5 - 9.0 1.4 NT 38 67 B- 2&S -5.0 . 10/14/94 5.0 - 7.5 1.4 NT <15 <30 B-3A,S-22.5 - 10/14/94 22.5 - 24.0 1.0 NT 16 MTCA Method A Cleanup Level - 1 200 1 200 1 200 • Notes: • Concentrations reported in parts per million WTPH -HCID - Washington Total Petroleum Hydrocarbons - Hydrocarbon Identification • : WTPH -D - Washington Total Petroleum Hydrocarbons - Diesel range (dodecane to tetraoosane) • WTPH -D Extended - WTPH - Motor Oil range (Beyond tetracosane) • ND - Not Detected • NT - Not Tested MTCA - Model Toxdcs Control Act (Method A cleanup kiwis shown) • • - indicates ooncentrations above MTCA Method A cleanup levels TABLE 3: SUMMARY OF GROUNDWATER-FLUID LEVELS RIVERTON OPERATIONS CENTER 12240 EAST MARGINAL WAY TUKWILA, WASHINGHTON AGRA E&E JOB NO. 11-09655-00 ':• .„ • , ' .• ■ 1 , NuMber:. Date Measured Elevation TOC. Depth to Mier MW-1A MW-2A MW-3A UST woo Notes: Elevations measured from an assigned datum 01100 feet above sea level TOC - Top of casing All measurements made in feet 10/19/94 10/19/94 10/19/94 W17/94 10/19/94 95.18 95.20 91.86 95.06 95.08 5.31 6.04 25.62 3.51 4.33 Water Table Elevation 89.87 89.16 6824 - 91.55 ao.rt TABLE 4: SUMMARY OF ANALYTICAL RESULTS: GROUNDWATER RIVERTON OPERATIONS CENTER 12240 EAST MARGINAL WAY • TUKWILA, WASHINGHTON • AGRA E&E JOB NO. 11-09055-00 Sample Number Date Collected WTPH-D WTPH-D Extended B-1,MW-1 6/09/94 390 790 B-2,MW-2 6/09/94 920 950 B-3.MW-3 6/09/94 270 <750 B-4,MW-4 6/09/94 440 980 B-5,MW-5 6/09/94 ')....:••:::::.. ' ::i.01' NT B-6,MW-6 6/09/94 310 NT MW-1A 10/19/94 330 840 MW-2A 10/19/94 <250 <500 MW-3A 10/19/94 290 950 ... UST Well 6/09/94 . *1" 900. .. .: NT 6/17/94 . 1,300 ... NT,..../....„ 10/19/94 '...:: .1. , ,.. .:::: '..:*:*::i.......****.:k:':"?''.. Method Blank 6/09/94 <250 . <750 10/19/94 <250 <500 MTCA Cleanup Level 1,000 1 ismo Notes: Concentrations given in parts per billion WTPH.D Washington Total Petroleum Hydrocarbons- Diesel range WTPH-D-Extended: Washington Total Petroleum Hydrocarbons. Motor OU range MTCA Model ToAce Control Act (Method A cleanup levels shown) NT Not Tested us Exceeds MTCA Method A cleanup level 000000000000000.. ®o ;cneratcr Pp" C A A I D F, F r; II I R I. M tl U (1 1 `I J n ,, ' 1 1 1 1 1 1 1 � 1 t 1 1 1 I. I t I {t�1.I�Ir�1I tac. Glntrlt illy. Inv. • ""sr`-'" actl1 es lock tb1 Sl ELE Equipment' Services . 1. ,tK tr . • (il� A -11 •� _ f FiuolrarCtl� �I J `I. Setvtces q A1t1 /111.' MIA. • LIPS �'( �� l y .�I Elec. Cr*rla,cer mil', i GcrieArnCOr 1 !Elec. (!l1(n Elec. 1 ht. heM� { . { Ruum ar I Roo'" & Ee. ray Exerclst I'rod. IElc� irraclat FacIItt Sytpwrt l Itgxrro Analysts LII -� . If.,Ik Prince" ,1 �L�? Mote. Sccurti y Ltit e as iai -r Sorpplr Services rue tRL I •illilwt J rata CJ�r L sI 1 'Att. �r- -I. J. A-9 • Cameral ledger L. Mirth l4attl SL:IJ•IA Roos Servtcr a t. tktwrk Cent. rot .I 111cm- graphic Jl aCtV CC2 d °t''1 Render /Sorters I..r.uta . \. `y • • ;vcs. ry r ' . • ?..1 4 I l P v rs �; C Itrnt _� E� r°'»ssl� Sh il , + {r frcativltyt .�+- Rt: ct I:.'a,y :E. ]tec 'enccsslnrl :ajyturt thin France G,rlxttcrs Q[I,y; rc. a. s.+Lll:7- j?. at. r'.' ot fri-r[r_i_LIF::, IKE Proof �_ Ret'nll Seivicc: Courier �� I hl)r:anvnl:I�x>f:krcpl::G Survlccs .J Key Fi:Cty mi I►�Lurns -1"...1 • el- I L I j,--. =_ 1 rr— t) ` ��Rlbo:ah.1..go lilies:Lk_ I .1 ,ix FIRST FLUOR - ROC I1vs',I. (as- built) 2 Hardt 1908 J . NOTE: SEE FIGURE 3 FOR LEGEND RZA -AGRA ENOINEERINO & ENVIRONMENTAL SERVICES 11335 N.E. 122nd Way Suit. 1010 Kirkland. Washington 98034 -6918 w o. 1109055 DESIGN JLW DRAWN �W DATE JUL 1994 SCALE MA_ _ RIVERTON OPERATIONS CENTER 12400 E. MARGINAL WAY S. KING COUNTY, WASHINGTON SAMPLE LOCF'-1N PLAN T FLOOR t-tc IIRF ® (-11)(1 1'i:� (L) (ai ) 1 1 Ililil �11 Systems E11g% cering •-=-� 1 1. Elec. Ram- l,JJ ' Ml 1 Data Mesc miu: q Vaitigri 0 Elec. Mall Rink Gan Selvlccs Cn1 Iectlals A -3 • 1..1ectrnnl. - 1-Rlnki 11g nor) fel clime Cransfcr Y System% Minter. Tech. Su111+r,rc Services Remittance Services Ranking 1.1 b. •■•••■• r'ey f Mltlnrl- ,rd i'ru-r 71t11111s .--"'T‘'"2-1- l l'1 r JAI Sped nt Services Flies RCSeaI' 1 1411110 Card Se%'lIcc! I)tncs. 1 ,cizirr_� G —0 0 LEGEND A-12 SAMPLE DESIGNATION AND APPROXIMATE LOCATION SECOIIU FLOOR -ROC Rvs'd. (as- built) 2 Hard, 1988 RZA -AGRA ENGINEERING 8 ENVIRONMENTAL SERVICES 11335 N.E. 122nd Way Suite 100 Kirkland, Washington 98034-8918 w o. 1109855 DESIGN JLW DRAWN DMW DATE JUL 1994 SCALE ALTS. RIVERTON OPERATIONS CENTER 12400 E. MARGINAL WAY S. KING COUNTY, WASHINGTON SAMPLE LOCAT "till PLAN E D FLOOR -IGURE 3 i LEGEND MW-6 MW-1A I 1 1 1 BORING /TEMPORARY WELL NUMBER AND APPROXIMATE LOCATION BORING /MONITORING WELL NUMBER AND APPROXIMATE LOCATION PROPERTY LINE NON - DEVELOPED - -. MOM ONIM r- -_ -_ ___J APPROXIMATE LOCATION I OF UST FIELD AND • TRANSIT SERVICE FACILIT L. MW -4 r CD r MW -6 MW -2A 2 \ca.it MW- 5 /MW -1A 1 ®MW-3 MW -3A PARKING AREA APPROXIMATE LOCATION OF STORAGE AREA PARKING AREA ED MW -2 STOCKPILED; SOIL AREA , 1=111 4=MI MW-1 RIVERTON OPERATIONS CENTER BUILDING (2) 8000 GALLON TANKS (1985) • UST WELL PROPERTY LINE (1) 2000 GALLON : TANK AND PRODUCT LINE (REMOVED) (1976) • .7 . •AGRA. Earth & Environmental W.O. 11- 09655 -00_' oESIoN CCC Earth d En*om�ont :DATE: 11335, N.E. 122nd Way. Suit. 100 NOV 1994 Klrkiand. & U.S.A. 98034 -6918 N.T.S. G /TEMPORARY WELL NUMBER AND OXIMATE LOCATION G /MONITORING WELL NUMBER AND OXIMATE LOCATION PROPERTY LINE VELOPED APPROXIMATE LOCATION OF UST FIELD AND TRANSIT SERVICE FACILIT- - -- APPROXIMATE LOCATION OF STORAGE AREA. - 1 1 STOCKPILED SOIL AREA =MD MW -3A PARKING AREA PARKING AREA � "iP (2) 8000 ( A ON TANKS % 1 . MW -2A 1 -, I \ ifij MW -2 MW -1 RIVERTON OPERATIONS CENTER BUILDING MW- 5 /MW -1A 11-7-1UST WELL (1) 2000 GALLON TANK AND PRODUCT LINE (REMOVED) (1976) - PROPERTY. LINE AG RA Earth d Environmental 11335 N.E. 122nd Way, Suite 100 Kirkland,- WA, U.S.A. 98034 -6918 •. LANDSCAPING PLANTER LEGEND MW -6 MW- 2A • PL -1 • -90.5 -- 5�0 4 MW 2A MW -6 89.16 MW -1A 89.87 MW -5 1 EXISITING 8.000 GALLON DIESEL UST BUILDING SIDEWALK PLANTER BORING /TEMPORARY WELL NUMBER AND APPROXIMATE LOCATION BORING /MONITORING WELL NUMBER AND APPROXIMATE LOCATION SOIL SAMPLE NUMBER AND APPROXIMATE LOCATION INFERRED GROUNDWATER SURFACE ELEVATION-CONTOUR N FEET 89.16 SPOT GROUNDWATER SURFACE ELEVATION IN FEET INFERRED DIRECTION OF GROUNDWATER MIGRATION PLANTER PLANTER FORMER 2.000 GALLON DIESEL UST I E snEw�N -'j a aoEwALL aoTroM 1 I PL -1 1/ N. SWEWALL W.6DEWALL UST WELL LANDSCAPING' 20.: SCALE IN FEET. •AGRA _�Earth & Environ men 11335 N.E. 122nd Way. Suits 100 Kirkland. WA. U.S.A. 18034-6918 W.O. 11- 09655 -0 Dam CCC DRAWN .JIB NOV 1994 BCALE ,1020' 01101131AtI aPL6i►nON PLAN= ooNraw rair:I oeI ED MW -6 PL -1 EXISITING 8.000 GALLON DIESEL UST FORMER 2.000 GALLON DIESEL UST ' N. SIDEWALL W. SIDEWALL UST WELL 1 MW -1A 89.87 MW -5 E. SIDEWALL ENTER ' S. SIDEWALL BOTTOM Y WELL NUMBER LOCATION LANDSCAPING 3 WELL NUMBER LOCATION 3ER LOCATION 0 20 40 NATER SURFACE UR N FEET SCALE IN FEET ER SURFACE f PLANTER FIGURE 4A: N OF GROUNDWATER OAGRA Earth & Environmental 11335 N.E. 122nd . Way. Suite 100 Kirkland, WA, U.S.A. 98034 -6918 WA, 11-09655-00v. Do CCC DRAWN JMR DATE NOV 1994 SCALE RIVERTON OPERATING TG ER EXPLORATION PLAN/ S CONTOIAi . MAP FOR 10 OCTOEB! . =17=' ilTU SWENSORMSA' 'WAGE'(` :.__. 11X181U, 2D54434B7U_ .. :..."w`P 02 . • STRUCTURAL CALCULATIONS: METROPOLITAN PARK TO R.O.C. M ECRANICAL MEZZANINE ADDITION CATWALK CALCULATIONS June 17, 1999 t_TIRES J185(44..._1 Swanenn Say Maui 2124 11441 Avc►u►e, Suite 100 Scat►k, WA 98121 phuiu 206 443 6212 far: 206 443 4870 REVISION N0.?- Peri.ot36 CITY OF TUI(WILA JUN 1 b 1s:. , JUN -17 -99 THU 03:21 PM SWENSON SAY FAGET A.... CAt'k Mo rye .I_ .l..L : Coe" p51- 1 r 5'1 re, „oft 3. 75 Pe, FAX NO. 2064434870 c. ( Pei t u..t r yY 1 so V�4 -cosy A- &.ruio : r�1 eett 3I'-Fb --I �rs►C1al r 'la -75-P4-4 (3 /) = 11.5 -pt-P t Gt t .19-1 - r . 92. - 4, M5 (r. ter, C.i.4>" _ 12 moo 1.1.0 19'. Z Ie..",i 1Z•o (Co) - -" /./.5g-e4"),45. 2. bpi » 115.pg• (ior )2/6 z )4401* —> 3_°x5 11-ti, VA; 3 Swenson Say Fagot !l Siro l(AitI Eli:;lnwerin;; Cot 0.)1;ui,>n project 1 dale prof no. ncag1 hrn•t 2124 Third Avenue • Suite 100 • Seattle, WA 98121 • Ph (206) 443.6212 • ix (206) 443.4370 1 J UNTr:9 9 TEIOli21 PM SWENSON SAY FAGET a • Atv.v.,P-44-• C., LP • Z. k %VAIN •744e i�J Co A 4 • itMe " Its.( 3v (4, 1r( ; • c, ? - • ''.5"3Z ,Ilt : ' to haoo Leas 95S- ( 6 Z 11 2 . fr ti9oetto) 0) 1 .bt-e) ypr t s IA / 1, 4-4. I72; Swenson Say Faget A ;111 Elli.0110.1111t4 C (11 PUI i.11 1011 orolect .5.• I 99 1140 KAMA Asiun 2124 1hIrd Avenue • Suite 100 • Seattle, WA 98121 • PI t (206) 443.6212 • Fx (20ci 443-4870 pia no • "--"-ltkr-TT-TnllCrtYrZrPfl SWENSCIN-SAY-FAGET ---Thr1407-20f44-341370' —)* 6.? 0:5 --D 61?.1.4.is r, 3L 1111- ti•f 150 ektal). ( 4- 1 — Swenson Say Faget .11 Elir ileoring ( wpm:a/on ‘7ir?el pfolect •••■•■■■•■■• .5'1599 date 11/4.A Dt4 deslon 2124 Third Avenue • Sulte 100 • Seahlc, WA 98121 • Ph (206) 443.6212 • Fx (206) 443.4870 pad. no. F'FF JUN -17 -99 THU.O3:22 PM SWENSON SAY FAGET FAX NO. 2064434870 P, ,_ 06 .39'F 4 sa.1 eat k'11-1 G•' 1_5 4x_ -to c.. -�Tac yam, - .3Z ;„• (1 1. ) 4-y <t3 PA; . 14/ e7Q i-k- 4.s • : 5i)(7'5 Swenson Say Faget A tilt tic' eiral�_ I:11gint•r -rtnr. C oI Jxu.)ttun PIOICCl dale vol. no. Grs n 4 thee! 2124 Third Avenue • Suite 100 • Seattle, WA 98121 • Ph (206) 443.6212 • Fx (206) 443.4870 • • ", • . • . cp. 2. 99 A STRUCTURAL CALCULATIONS METROPOLITAN PARK TO R.O.C. MECHANICAL MEZZANINE PHASE B Cw: tir w-ruitwilA JUN 41r. .7 1389 12400 East Marginal Way South PERA,firc_ r ER Tukwila, Washington 98124 el • April 21, 1999 Swenson Soy Net 2124 Third Avenue, Suite 100 pc19.013 Swenson Say Faget \ - lluclltlul Eliguicrruig l'1)t JH)t;tll4n MSC —to 1,7...0(_, project date prof. no. sheet 1.A1)),..4 design 2124 Third Avenue • Suite 100 • Seattle, WA 98121 • Ph (206 ) 443.6212 • Fx (206) 443.4870 washington a/r reps 601-0 11.11-4 .,4a0 ,1/ t , 11..-1C-01Z11-41-1 PEOLI ten..c3 44,0,. 1-770 IT340 ()lust- 1,1q.10 S.L . .,r■I 116 91,c, Swenson Say Faget A .-.;i1114 1 11 Engineering 11 11)1 prole -r45 do 4.‘Lcv date design prof. no. Z. sheet 2124 Third Avenue • Suite 100 • Seattle, WA 98121 • Ph (206) 443-6212 • Fx (206) 443-4870 eau2. iaci3Le 1-1445'3, Swenson Say Faget A 1 u 11( I t11:11 ing ti 11)1 Vp3r T project 41 ILO date IANit design pro). no. 3 sheet 2124 Third Avenue • Suite 100 • Seattle, WA 98121 • Ph (206) 443-6212 • Fx (206) 443-4870 project TO It date prof, no. design she t Swenson Say NO A �I1.IIt ur:rI I:ligl!ICC III l'ui I11 1 :11 It 11 2124 Third Avenue • Suite 100 • Seattle, WA 98121 • Ph (206) 443-6212 • Fx (206) 443-4870 14VPR-14 -1999 12:14 CORNERSTONE ARCH' L GROUP isnt by: MSC d ..... Gmenheck Centrifugal 51500 t bS , Si= 1 BISW21 Series 21 Backward ANTen�amnt. 1 Inclined Single Width JOB: aaa 206 621 7717 P.13'13 BISW-21 55 NOT! S; AR 9MAetwJotlr sham ate in nails 4 Inches. 101.; .=.•■••.—w 1 41.23 • 1 ••---f 1 111.1 ,.,N■••■ 7913 19 rat s aN a l.. 100.63 757G 1 SIDE VIEW ENO VIEW oat oa S MOLES r..... -- 52.16 41.13 OUTLET MOUSING FOOTPRINT TOTAL P.13 (4:%4D -_1 ` .. 303 _44 v v.1, 27.11 FOOTPRINT TOTAL P.13 (4:%4D Swenson Say Faget SI 1 II( 1 11 1 En:2,1111,cl tug ( project date' &APO design proj. no. sheet 2124 Third Avenue • Suite 100 • Seattle, WA 98121 • Ph 206 443-6212 • Fx (206) 4434870 prole —ro cct Swenson Say NO til l ti( t oral I ?i�1111 ( ring ('ill 11 tt l( 1! 4,14' 99 date V AiDn design prof. no, sheet 2124 Third Avenue • Suite 100 • Seattle, WA 98121 • Ph106) 443-6212 • Fx (206) 443-4870 Swenson Say Faget A SI t ctrl Ut ;tl Engineering l'„t Iu,t;UUru project 4,14, 9 date dosign pro). no. sheer 2124 Third Avenue • Suite 100 • Seattle, WA 98121 • Ph (206) 443.6212 • Fx (206) 443.4870 Swenson Say Faget 1925 Post Alley 'Seattle,' WA 98101 RISA -2D (R) Version. 4,00 braced frame of mechanical platform. 0 0 Job Page: 10 Date: 4/21/990 File: METBRCFMO met to roc, phase b. 0 Units .US Standard° Steel Code AISC.9th Edition ASDO Allowable Stress Increase Factor1.3330 Include Shear Deformation Yes° No. of Sections for Member Calcs5 0 Do Redesign . Yes°. P -Delta Analysis Tolerance 0.50 %0 Joint No 1 2 3, 4 5 6.. 7 8 x Coordinate ft 0.000 0.000 18.000 18.000 0.000 0.000 26.500 26.500 < Joint Coordinates > Y Joint Coordinate Temperature ft eF 0.000 0.000 14.000 0.000 14.000 0.000 0.000 0.000 24.000 0.000 38.000 0.000 38.000 0.000 24.000 0.000 0 < Boundary Conditions > Joint. + No 1 4 5 8 Translation + X K /in Reaction Reaction Reaction Reaction Y K /in Reaction Reaction Reaction Reaction Material Young's Label Modulus Ksi STL 29000.00 Section Database Label Shape COLUMN W16X50 BEAM W16X50 Rotation K- ft /rad 0 0 0 0 < Materials (General) > Shear Poisson's Thermal Weight Modulus Ratio Coef. Density Ksi 10 ^5oF--- -K /ft3 11154.00 0.3000 0.65000 0.490 < Sections > Material As As Label Area yy zz in "2 STL 14.70 1.2 1.2 STL 14.70 1.2 1,2 Yield Stress Ksi 36,000 I YY in "4 37.20 37.20 I zz it-"4 659,00 659.00 0 0. 0 0' 0 0 00 0 0 0 0 0 TO CO 0 0 0 ,it Swenson Say Faget .1925 Post Alley Seattle, WA 98101 RISA -2D (R) Version 4.00 Job . Page: 20 Date: 4/21/990 File: METBRCFMO braced frame of mechanical platform. met to roc, phase b. 0 0 Memb. Joints No. I •J 0 0 0 < Members > Rotate Section Releases Offsets 900 Set I :AVM J:AVM I -End J -End in in 2 1 COLUMN 3 COLUMN 6 COLUMN 7 COLUMN 3 BEAM 7 BEAM Section Member Set Length 1 COLUMN 2 COLUMN 3 COLUMN 4 COLUMN 5 BEAM 6 BEAM < AISC,NDS Parameters > Lb -out Lb -in Lcomp K K le -out le -in le -bend out in ft ft ft ft 14.00 14.00 14.00 14.00 18.00 26.50 8.83 8.83 8.83 BLC No. 0 Inactive? 0 Label 0 Length 0 ft - - - -0 14.000 14.000 14.000 14.000 18.000 26.500 CH 0 Cm Cb,B Swav° 0 10 0 0 0 0 0 0 0 < Basic Load Case Data .> Basic Load Case Load Type Totals Description Nodal Point Dist. 1 load 1 2 load 2 Joint Number 2 3 2 3 4 4 2 10 0 < Joint Loads /Enforced Displacements, BLC 1 > Is this a Load or Direction a Displacement? (X,Y,Mz) Magnitude K,K- ft,in,rad L X - 13.9710 L X - 3.9710 L Y - 9.0000 L Y - 9.0000 Joints Member I J 5 2 3 Joint Number 6 7 < Member Distributed Loads, BLC 1 > Load Pattern Pattern Label Multiplier 0 0 0 0 UNIFORM 0.50000 < Joint Loads /Enforced Displacements, BLC 2 > Is this a Load or Direction a Displacement? (X,Y,Mz) Magnitude K,K- ft,in,rad L X 3.9710 L X 3.9710 0 0 0 0 0 0 0 0 0 0 0 LE. Swenson Say Faget 1925 Post Alley Seattle, WA 98101 RISA -2D (R) Version 4.00 Job : Page: 30. Date: 4/21/990 File: METBRCFMO braced frame of mechanical platform. met to roc, phase b. 0 0 Joint Number. <. Joint Loads /Enforced Displacements, BLC 2 > Is this a Load or Direction a Displacement? (X,Y,Mz) Magnitude Joints I J L L Pattern 0 K,K- ft,in,rad Y - 4.5000 Y - 4.5000 < Member Point Loads, BLC 2 > Direction Magnitude Location K,K -ft ft or % Y -9.000 8.8300 Y -9.000 17.6600 < Load. Patterns > 0 Magnitudes Locations 0 Label Dir Start End Start End .0 K /ft,F K /ft,F ft or % ft or % - - -0 Y -1.000 -1.000 0.000 0.0000 UNIFORM < Load Combinations > 0 RWPE 0 No. Description. BLC Fac BLC Fac BLC Fac BLC Fac BLC Fac SSdv 0 0 1 load 1 1 1 Y -1 0 2 load 2 2 1 Y -1 0 < Joint Displacements, LC 2 : load 2 > Joint + Translation + Rotation No X Y ez in in rad 1 0.000 0.000 0.000140 2 -0.011 0.000 - 0.000080 3 -0.011 0.000 0.000080 4 0.000 0.000 0.000060 5 0.000 0.000 0.004200 6 0.666 -0.004 - 0.003430 7 0.664 -0.007 - 0.000440 8 0.000 0.000 - 0.005530 0 0 0 0 < Reactions, LC 2 : load 2 > 0 Joint + Forces + Moment 0 No X Y Mz 0 K K K -ft 0 1 0.02 1.15 0.000 4 -0.02 1.15 0.000 5 -1.05 10.67 0.000 8 -6.90 19.06 0.000 Totals: -7.94 32.03 0 Center of Gravity Coords (X,Y,Z) (ft) : 12.941, 35.664, 0.000 0 /O • •-• RISA-2D (R) Version 4.00 Swenson Say. Faget Job 1925 Post Ailey Page: 40 Seattle, WA 98101 Date: 4/21/990 • File: METBRCFMO braced frame of mechanical platform. met to roc, phase b. 0 0 < Member Section Forces, LC 2 : load 2 > Member Joints Section 1 - J 0 Axial Shear Moment K K K-ft 2 1 1.15 -0.02 0.000 2 0.98 -0.02 0.060 3 0.80 -0.02 0.120 4 0.63 -0.02 0.170 0.45 -0.02 0.230 3 1 2 3 4 5 1.15 0.98 0.80 0.63 0.02 0.02 0.02 0.02 0.02 0.000 -0,060 -0.120 -0.170 -0.230 '5- 61 2 3 5 0 10.67 10.50 10.32 10.15 9.97 1.05 1.05 1.05 1.05 1.05 0,000 -3.660 -7.330 -10.990 -14.660 4 8- 71 2 3 4 5 19.06 18.88 18.71 • 18.53 18.36 6.90 6.90 6.90 6.90 6.90 0.000 -24.130 -48.270 -72.400 -96.530 0 5 2- 31 2 3 4 5 0.02 0.02 0.02 0.02 0.02 0.45 0.23 0.00 -0.23 -0.45 0.230 -1.290 -1.800 -1.290 0.230 6 6- 71 2 3 4 5 2.92 2.92 2.92 2,92 2.92 5.47 5.14 -4.19 -13.52 -13.86 -14.60 -49.800 -42.970 5.840 96.530 < Member Deflections, LC 2 : load 2 > Member Joints Section I - J 0 x y L/n in in 1 1 2 1 0.000 0.000 NCO 2 0,000 0.006 NCO 3 0,000 0,010 NCO 4 0.000 0.012 NCO 5 0.000 0.011 NCO 0 0 0 0 0 0 0 Swenson Say Faget 1925 Post Alley. Seattle, WA 98101 braced frame of mechanical platform. met to roc, Job Page: 50 Date: 4121/990 File: METBRCFMO phase b. 0 0 < Member Deflections, LC 2 load 2 > Joints Section I - J 0 0 x in 0.000 0.000 0.000 0.000 0.000 y in L/n 0.000 0.003• 0.005 0.008 0.011 NCO. NCO NCO NCO NCO 0.000 -0.001 -0.002 -0.003 -0.004 0.000 -0.177 -0.349 -0.514 -0.666 NCO NCO NCO NCO NCO 0 0.. 8 7 1 2 3 4 5 0.000 -0.002 -0.004 -0.006 -0.007 0.000 - 0.233. -0.439 -0.591 -0.664 NCO 2514.00 1571.20 1795.70. 253.10 3 '1 2 3 4 5 -0.011 -0.011 -0.011 -0.011 -0.011 0.000 - 0.004 -0.006 -0.004 0.000 NCO NCO NCO NCO NCO 6 7 1 2 0.666 0.666 0.665 0.664 0.664 -0.004 -0.218 -0.247 -0.110 -0.007 NCO 1489.90 1315.70 3085.00 NCO < Member AISC Unity Checks) LC 2 : load Member Joints Unity Shear Fb Fb I - J Chk Loc Chk Loc Fa yy zz Ksi - - -Ksi -- -Ksi 1 1 2 0.011 5 0.000 1 12,26 27.00 19.57 2 4 3 0.006 1 0.000 1 12.26 27.00 19.57 3 5 6 0.142 5 0.014 1 12.26 27.00 19.57 4 8 7 0.788 5 0.093 1 12.26 27.00 19.57 5 2 3 0.018 3 0.006 1 8.10 27.00 15,22 6 6 7 0.671 5 0.187 5 16.78 27,00 21.60 0 2> 0 Cm Cm ASDO Cb yy zz EgnO 0 1.00 0.60 0.60 H1 -20 1.00 0.60 0.60 H1 -10 1.00 0.60 0.60 H1 -20 1.00 0.60 0,60 H1 -20 1.00 0.60 0,85 H1 -20 1.00 0.60 0.85 H1 -20 'il 12 RISA- 20.(R) Version Swenson Say Faget 1925 Post Alley Seattle, WA. 98101 x- braced frame of mechanical platform. 0 0 Job Page: 10 Date: 4/21/990 File: METXBRCEO met to roc, phase b.0 0 Units US Standard9 Steel Code AISC 9th Edition ASDO Allowable Stress Increase Factor'... 1.3330 Include Shear Deformation YesQ No. of Sections for Member Gales5 0 Do Redesign ,5(e% P -Delta Analysis Tolerance 0.50%0 Joint No 1 2 3 4 5 6 7 X Coordinate ft 0.000 0.000 18.000 18.000 0.000 0.000 26.500 26.500 < Joint Coordinates > Y Coordinate ft 0.000 14.000 14.000 0.000 24.000 38.000 38.000 24.000 Joint Temperature aF 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0 0 0 0. < Boundary Conditions > 0 Joint + Translation + 0 No X Y Rotation 0 K /in K /in K-ft/rad 0 1 Reaction Reaction 0 4 Reaction Reaction Q 5 Reaction Reaction 0 8 Reaction Reaction. 0 Material Label. STL Young's Modulus Ksi 29000.00 Materials (General) > Poisson's Thermal Weight Ratio Coef. Density 10 "5eF--- -K /ft3 0.3000 0.65000 0.490 Shear. Modulus Ksi 11154.00 Section Database Label Shape COLUMN W12X16 BEAM W12X16 CROSS L3X3X3 Material Label STL STL STL < Sections > As As Area yy zz in "2 4.71 1,2 1.2 4.71 1,2 1,2 1.09 1.2 1.2 , Yield Stress Ksi 36.000 0 0 0 0 0 I I TO yy zz CO in "4 in "4 0 2,82 103.00 0 2.82 103.00 0 9.62e -1 9.62e -1 0 MIgA'2D (R)Veraion'4.00 Swenson Say / ' �` � ' ' Job /' 1'925 Post ' Alley - '' ` Page: 20 Seattle, WA 98101 � ' Dote: 4/21/QQ0 x-braced frame of mechanical platform. met to roc, phase b.0 0 0 < Members Memb Joints Rotate Section Releases No. I ' 'J QOm Set I:AVM J:AVM p , 1 .2 1 COLUMN 4 3 COLUMN 5 6 1 COLUMN 8 7 1 COLUMN 2 3 BEAM 6 7 BEAM 1 3 CROSS 5 7 CROSS Section 1 COLUMN 2 COLUMN 3 COLUMN 4 COLUMN 5 BEAM 6 BEAM 7ORDS8 8 CROSS Length ft 14.00 14.00 14.00 14.00 18.00 26.50 22.80 29.97 BLC No. PIN PIN < AISC,NDS Lb-out Lb-in le-out le-in ft ft 8.83 PIN PIN PIN PIN PIN PIN Offsets I'End J-End in in Parameters > Lcomp K le-bend out ft 8.83 8.83 o'' Inactive?` ' 0 Label 0 Length 0 ft'-''O_ 14.000 14.000 14.000 14.000 18.000 26.500 22^8D0 2Q'Q70 � in CH Cm < Basic Load Case Data > Basic Load Case Load Type Totals Description Nodal Point Dist. 0 Cb,B 0 10 0 0 0 0 0 0 0 0 0 2 load 1 load 2 4 4 2 10 � < Joint Loads/Enforced Displacements, BLC 1 > , Joint Is this a Load or Direction Number a Displacement? (X,Y,Mz) Magnitude K`K'ft.in`rod 2 L X 5.5600 3 L X 5.5500 2 L Y '9.0009 3 L Y '9.0000 Member Joints % J < Member Distributed Load Pattern Label Loads, BLC 1 > Pottorn Multiplier � � o 5 2 3 UNIFORM 0,50000 � 0 ,� 0 0 ` 0 ' RI8A'2O. (R) Veroion4,�00 Job u_ Swenson ~' - ^ '-^ ' - Pogc:.30 Date: 4/21/990 File: METXBRCE0 x'brooed frame of mechanical �platform. met to roc, phaoe,b,0 0 1925 Post Alloy Seattle, WA 98101 0 Joint Is this a Load or Direction O Number ' a Displacement? ' (X.Y.Mz) Magnitude 0 _ K,K-ft,in,rad � 0 ' �� 6 � L X 5.5600 L X . 5.5600 L � ' y '4.5000 ' �'7�� L � ' Y '4.5000 ' < MemberPoiht Loodo, BLC 2 > 0 ' 0 2. ' Joints Member I ` J Direction Magnitude Location 0 . K.K'ft ft or % 0 .' 6 , 6 7 Y '9.000 8.8800 - 6 6 7 Y -9.000 17.6600 < Load Patterns > Pattern Magnitudes Locations Label Dir Start End Start K/ft,F K/ft,F ` ft or % UNIFORM Y -1.000 '1.000 0.000 0 0 End 0 ft or %0 0.0000 < Load Combinations > 0 RWPE 0 No, Description BLC Fac BLC Fac BLC Fac BLC Fac BLC Fac SSdv 0 0 1 load i 1 1 Y -1 0 2 load 2 2 1 Y -1 0 < Joint Displacements, LC 2 : load 2 > 0 Joint + Translation + Rotation 0 No X Y Az 0 in in rod 0 1 0.000 0.000 0.000000 ■ 2 0.000 0.000 '0.000190 3 0.000 0.000 0.000190 4 0.000 0.000 0.000000 5 0.000 0.000 '0.001120 6 0,188 '0.017 '0.034480 7 0.175 '0.024 0.034430 8 0.000 0.000 '0.001040 < Reactions, LC 2 : load 2 > 0 Joint + Forces + Moment 0 No X Y Mz 0 K K K-ft 0 1 0.00 0.41 0.000 4 0.00 0.41 0.000 5 -11.12 8.12 0.000 8 0.00 19.86 0.000 0 RISA-2D (R) Version 4.00 ' Swenson Say Faget Job : • 1925 Post Alley Page: 40 •Seattle, WA 98101 Date: 4/21/990 File: METXBR0E0 x-braced frame of mechanical platform. met to roc, phase b.0 0 • 0 Joint + No X K Totals: -11.12 Center of Gravity Coords < Reactions, LC 2 : load 2 > Forces - + Moment Mz K-ft Member Y K 28.81 (X,Y,Z) (ft) : 0 13.125, 37.050, 0.000 < Member Section Forces, LC 2 : load 2 > Joints Section I - • J 0 • Axial Shear Moment K K • K-ft • 1- 2 1 0.37 0.00 0.000 2 0.31 0.00 0.000 3 0.26 0.00 0.000 4 • 0.20 0.00 0.000 5. 0.14 • 0.00 0.000 4- 3 1 0.41 0.00 2 0.35 0.00 3 0.30 0.00 4 0.24 0.00 5 0.19 0.00 0.000 •0.000 0.000 0.000 0.000 5- 6 1 13.94 0.00 0.000 2 13.88 0.00 0.000 3 13.83 0.00 0.000 4 13.77 0.00 0.000 5 13.72 0.00 0.000 0• 0. 0 0 0 0 4 8- 7 1 19.86 0.00 2 19.81 0.00 3 19.75 0.00 4 19.70 0.00 5 19.64 0.00 0.000 0.000 0.000 0.000 0.000 5 2- 3 1 0.00 0.14 0.000 2 0.00 0.07 -0.490 3 0.00 0.00 -0.650 4 0.00 -0.07 -0.490 5 0.00 -0.14 0.000 6 6- 7 1 5.56 9.22 0.000 2 5.56 9.11 -60.700 3 5.56 0.00 -80.920 4 5.56 -9.10 -60.660 5 5.56 -9.21 0.000 7 1- 3 1 0.03 0.03 0.000 2 0.01 0.02 -0.100 3 0.00 0.00 -0.130 0 0 0 0 14-4, ' I�A'2D'<R)'Vo` ion^.00^�.' ` -- - _Swenson Say Faget �. ' . �^ � Job/`` 1925 Post Alley ' ' `P aoe� 50 • ` Seattle, WA 98101 . � ' ' � �' Dote: 4/21/990 ` ` ' • `�� File� , ' ` ^ � ' ----~ x-braced frame of meohoniool:plotform. met to roc, phase b.0 . ` ' O • < Member Section Forces, 2 : load2 > 0 �' ` '''. • . 'Member 0 _ - J 0 Axial Shear Moment • 0 ~ K ~ K-ft _ _ _ __ �� '~'` ^ u '0.01 ' '0.02 -0.100 '0.03 ' -0.03 � ' O.DpE 4 5 ' 5- 71 . -12.55 -12.56 3 • ._12.58� 4 � -12'59 . �' ' �'�5 • -12.60' 0.05 ' 0.02 /O.DU -0.02 'O.D5 0,000 -0. - -0.260 -0.200 0.000 < Member Deflections, LC 2 : load 2 > . Mombor. `Joints Section I - J 0 u in 2 1 0.000 2 0.000 3 0.000 4 0.000 5` O.0OO y L/n in 0,000 NCO 0.000 NCO 0.000 NCO 0.000 . NCO 0.000 NCO ' 4 3 1 0.000 0.000 NCO 2 0,000 0.000 NCO 3 0.000 0.000 NCO 4 0.000 0.000 NCO 5 0.000 0.000 NCO 3 5 6 1 0.000 0.000 2 '0.004 '0,047 3 -0.009 '0.094 4 '0.013 '0.141 5 '0.017 '0.188 NCO 3581.90 1790.90 1194.00 ` 895.50 4 8 7 1 0.000 0.000 NCO 2 '0.006 '0.044 NCO 3 '0.012 '0.087 NCO 4 '0,018 '0.131 1282.40 5 '0.024 '0.175 NCO 5 2 3 1 0.000 0,008 NCO 2 0.000 '0.009 NCO 3 0.000 '0.018 NCO 4 0.000 -D.ODA NCO 5 0.000 0.000 NCO 6 6 7 1 0.188 '0.017 NCO 2 0.184 '2.501 128.10 � O RISA -2D (R)..Version 4.00 Swenson; Say:.Faget Job 1925. Post Alley Page: 60 Seattle, WA 98101 Date: 4/21/990 File :METXBRCEQ x- braced frame of mechanical platform. met to roc, phase b.Q 0 < Member.Deflections, LC 2 . load 2 > 'Member. `Joints Section i J 0 x y • L/n in in 0.181. -3.520 90.90. 0.178 - 2..504 128 :10 0.175 -0.024 NCO 3 1 2 3 4 0.000 0.000 NCO 0.000 -0.455 601.50 0.000 - 0.639. 428.6Q 0.000 -0.455 601.50 0.000 0.000 NCO 7 .1 0.000 0.000 NCO 2 0.036 -1.546 236.50 3 0.072 -2.186 168.50 4 0.107 - 1'.598 236.50 5 0.143 -0.103 3489.40' < Member AISC Unity Checks, LC 2 . load 2 > 0 Member Joints Unity, Shear Fb Fb Cm Cm ASDO I 'J :Chk Loc Chk Loc Fa yy zz Cb yy zz Eqn0 Ksi- -Ksi Ksi 0 2 0.025 1 0.000 1 3.17 27.00 6.30 1.00 0.60 0.60 H1 -10 2 4. 3 0.028 1 0.000 1 3.17 27.00 6.30 1.00 0.60 0.60 1-11 -10 3 5 6 0.934 1 0.000 1 3.17 27.00 '6.30 1.00 0.60 0.60 H1 -10 4 8 7 - Compressive stress fa exceeds F'e(Euler buckling) - .0 5 2 3 0.093 3 0.005 5 1.92 27.00 4.90 1.00 0.60 0.85 H1 -20 6. 6 7 4.186 3 .0.291 1 7.96'27.00 13.68 1.00 0.60 0.85 H1 -20 1 3 0.034 1 0.005 1 0.71 - U.C. based on z -z Axial ONLY -0 5 7 0.535 5 0,007 1 0.41 - U.C. based on z -z Axial ONLY 7 8 185 Swenson Say Faget Sum luta! II 1(111 -vcs project date design 2124 Third Avenue • Suite 100 • Seattle, WA 98121 • Ph (206) 443-6212 • Fx (206) 443-4870 Swenson Say Faget A Si i in I in al' Engineering imiat prsolti°r • Z. date k. ANA design 2124 Third Avenue • Suite 100 • Seattle, WA 98121 • Ph (206) 443-6212 • Fx (206) 443•4870 sh MAY -24 -1999 16:19 MS CORNERSTONE ARCH'L GROUP 206 621 7717 P.05i01 542 (High Capacity) • R F -1 • 1IAXIMUM 111x: (RFPU180)3 MAJIWP1WM: 44110 PIMJMUM MOZO* mum SIZE: 254T 250 225 200 1.75 3 9So 3 11.5 1,12 275 0.213 qK tau'. 121 ill WtTIP al6 (PPII) 1 -: �00nOT9FliCT ■ �ttL�i INII R1 01��I _u- • III° ,1 IN_ 1 " - - - -1 [r'rr c. 1 PEJ/ »tst _ NCA LJI._'-)1.;at" - -A 11/2 165 : 1611094111111111111 111-1111111M 011111111111E10•11111111111=11111111■10 WAWA PktmlILLA amommimom PIZSIONININCSIENII MI PitierMIIIMIIMANWI graglilliklal-WZAIMIIII MI ZilMIlittiZeWalligl MI 175 El 11111CW■14110■24211111M1 0 8010 16020 2+000 37900 10022 90000 4000 13000 24000 21102 36.011 ,4000 014 !M FM WtTIP al6 (PPII) 1 -: ' t'1 ._'i11C[:'t :_y:,11. 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T► wroundn 111ngtsfown0roforlcudn.NtvaluM n fen oonaatGO 't7.6m1+'n1menont►7Wi h..lhtd0.rA 1CA9tsndS' d0 . Valuos6AOwn8(003f10,4009201T09OA hva Withn we os. Foe Who Wonation on oundciaellason. we DIP 20. r r 01."cdi °1 (r4 pope Ot0 Ama4 0.1,611 ,4 Rsdn0S Seal IPDllee 10 alr paAatnanoos only. For sauna power a8$ x13 O+w 26. For 8ccoe:2!4rs, coot 21 604'28. TOTAL P,05 l "3 , . sq.703 -1629 • - , • • 17:00 (7.ORNERSTONE'41RCH'L GROUP • 1 FACSIMILE TRANSMITTAL • TO City of Tukwila ATTENTION: Dave Larsen VOICE: 206 431 3670 FAX: 206 431-3665 )(urgent XFor Fteelme REMARKS: Dave - DATE: 9-3-99 PAGES: 4 INCLUDING COVER MEV PROJECT NO: 369902.02 PROJECT NAME: Met to ROC - Mezz Please Comment • please Reply • 0 Please Recycle • . • • Attached is a memo in refemce to our phone conversation this morning regarding the field change to the floor truss reinforment. Please call if you have any questions Thanks - Alex Copied to: Document12 Signed: Alaandsr J. Nark 1904 THIRD AVENUE, SUITE 220 SEATTLE, WASHINGTON 98101 TELEPHONE: (206) 682.5000 FIX: (206) 621-7711 E-MAIL: CornersioneArch.com D.--0/36 SEP -03 -1999 17:00 CORNERSTONE ARCH'L GROUP CORilERSTONE ARCHITECTURAL GROUP, P.S. 1904 THIRD AVENUE, SUITE 500 SEAMULE, WASHNI610N 98101 Memorandum 206 621 7717 P.02/04 To: Dave Larsen — Building Inspector — City of Tukwila Project #: 369902.03 CC: Craig Braseth — Sefton Construction Project: Met of ROC Mezzanine Addition From: Alex Clark — Comerstone Architectural Group Date: 9-3 -99 _ Re: Met to ROC Mezzanine Addition Permit # D99 -0136 Met to ROC Phase A Permit # D99-0069 File: Memo to tnsptr on Beam stiffen 9-3- 99.doc 2-VC- 1 Skg . IliffiSkISVO Ertcl; Met to ROC Mezzanine Addition Permit # 099-0136 Attention: Dave Larsen Regarding field Comment on Inspection Record #2, for alternate Floor Truss Reinforcement See attached stamped detail SKC -1 per structural engineer for altemate solution for Floor Truss Reinforcement. For Permit for Met to ROC Mezzanine See Permit set Sheet S3 Mezzanine Framing Plan — Truss reinforcement to replace 4 x 10 beam shown between Grid G 8 H at Grid 2.75. The attached detail provides a engineered solution without installing a new beam. Met to ROC Phase A Permit # D99-0069 Attention: Dave Larsen Regarding field Comment on Inspection Record #2, for altemate Floor Truss Reinforcement The Floor Truss reinforcement detail was also applied to an area in on Met to ROC phase A below a file area that was found to be close to max. loading. See attached stamped detail SKC -1 by structural engineer for alternate solution for Floor Truss Reinforcement. For Permit for Met to ROC Phase A See Floor plan sketch SKC•2 at Phase A for locating reinforcing at floor truss. If you have any Further questions please contact Alex Clark at Comerstone Architectural Group at (206) 682 -5000. INTERNET: www.cgrnernlonjorch,corn FACSIMILE: (206) 621.7717 TELEPHONE: (206) 681.5000 SEP -03 -1999 17:01 CORNERSTONE ARCH'L GROUP ►St:F -E3 -195`3 16 ' 23 i� •ul� �en� 1 �� •, • -• - _. _ 206 621 7717 P.03'04 low woo. UAW G, 3101. " I te r/ 'r. �r/ Op •• • • • • • . -. %4;11_1 •••• I rte•.•••• s•IPap ad—C.4 AIDE, 11 1' 3/ =11— i" StAmew +Vaiuo MAX 14m.tkirit. c:51ti•+.)1'1•J1.1 i4 e716 S£oW1U1 VoIG 'MASS e AgCM 4. 1rs1ef1J/ r::1 -t z *.mot c: i 4j Nie`rasT 'it►s 4.70A -- b•�' s jaa4.0k.1. erpdP4.ALO 4110 zg.f.FJ :tl % t ct) • c c Ae.Ap1.' 1'1tp►JF I u4S or - rpiss • • & VIJ! .Ipt:r4•0 s1V6 0. 4..-1- 11-yi iooz "Tb G•tioGD Gf2`'I. c,r oI.1S Swcw.)oII Soy Fagot 2114 TtarJmenue I $ to 100 • Scltllo. WA 11121 ' M 1 0i1 1e1.121a • r.lrnll 411.4 *fe ..��.... SEP -03 -1999 17:01 sar -o3- 1939 10:24 1 CORNERSTONE ARCH'L GROUP 1 TRAINING TRAINING 0211 206 621 7717 P.04,04 19+ Vibe C Loiti )t 1r� • • • • 4N4) M \X , *oastsCrl'� "- -w...O._..N. 4••••1•■••••••■••••••••••••••••■ "A r1 P IM. Off taf we mei • • �PIRES B/ S/¢ 1 •4 50,1•n ..in SJy FJficl q • t.� g ars • • ... ••• ors •........ .1•.....• .r. r... • •,. --.. .,...1. TOTAL P.04 TOTAL P.04 [ETROPOLITAN PARK TO R.O.C. MECHANICAL MEZZANINE PHASE B 12400 East Marginal Way South Tukwila, Washington 98124 April21, 1999 ��.enun Suy F;t „et 2124 Third Avvquw, Soil,: IOO S.MtI.. WA 914 I21 Lc44.0) LA) '1 4k'S4- ('') 37-4,p4 /31,0 11-8(cic"° 1-16° V 1.1.0 'f* 24 G. -**z -105- Swenson Say Paget I Ilk I II I I I I I .■ )11 Vnt.- Falco 4.ts •C.4) oate 04Sign Dr01. ne sncot 2124 Third Avenue 4 Sufic 100 • Seattle. WA 98121 • Ph (206)_4434212 • Fx 206 443.4870 APR - 21-99 WED 10 16 AM SWENSON SAY PAGET FAR-N07-20E443017 0S4'30iF ,39eeo f w, = 3z4)p)f• ktiZ z q90 p14••. „ 2:25---.=.-. -_:.z.--.4-7-- --- - — ___ _____ . kit ° 2 ° ", 4 3_a I to -fBZ4 a = 1" r - 1 — ►t/) it 7 4 i4 F61- 2.0 n� /ILICAILet-NZAg E- 1-13A-DS V.rfAl ' rTj410 dTk.tet. .+.►rtn.l �ja -I n -77 11.• 121to bozo Cruao ?'i'Tu 'x'190 i�FCL` i.�;1i v <� N ` I107If• • A `+ tor r \ 4 Si—tic." =4i° - 4 -c1iff / fjn exil-b 41 • 51(a r = >3-16 Swenson Say Faget \ 'olio tut Al - ---- l:ii ;ts, sttiE ( rifle i.ili l� .4crc 7o Psx1 propel dale tleAjf k°1./1 2124 Third Avenue • Suite 100 • Sealtle, WA 98121 • Ph (206) 443.6212 • Fx (206) 443.4870 prof. no Z. sncet APR� 2.1=4rrwED -10 :16 AM SWENSoN -'s i GET ? HT KC 2116 '4g7U --; `U5� 15 2 110p1f - 0 = 9.z , 4-3o � It �52"7S l td Z uu3v 1 aLS G o:-wlt il.l ' 47 4Z.l, 41Grooae) t. E.• - 57 -o Ce' 9 GALS -I} :W'ra. .4:- �obCl.i� ZS ;xt »L 53,1." . �Cr c c� -3 a,- - 3J•4 G Swenson Say Faget -To Or, (,... 4. ILo point data Oroj no JW -._ dusig A —3 -----' 2124 Third Avenue • Suite 100 • Sttattle, WA 98121 • Plt (206) 443.6212 • Fx (206) 443 -4670 APR -21 -991 WED 10:16 All SWEMR A-T- AZET Lk= 141 es 1-'6. l 5 = zo 44 ) V 7.1 7/25 6 (A- IS• 4.9 ;in w (.)z -'& w52c.v -2. 1.1,,t,mC. e. ■ Like. 5055 pc + ILA _ ccJaare (S = 4'3.5 V - 1540 ( d 3-6 = coo ;.4 12.7.E �,l c ( CaLS p1.4, 4 . -7-'_ .- rj 6'1 Gc(� (2)Z)c�2. IA= .29, ne V = .45166 ro a A -rte," 1.4"/i eye, ,T'-' 3ixr4N, Swenson Say Fag1$t 1.111C1r , 'r iris, a�« triq doom 2124 Thud Avenue • Suite 100 • Seattle. WA 98121 • Ph (206) 443.0212 • Fx (206) 443.4670 Swenson Say Faget it ! i.11 -ra Lot- project d'�4i 1l.C' 93 design P101 no. shoal• 2124 7IUrd Avenue • Suite 100 • Seattle, WA 98121 • PA 1206L443.6212 • Fx (206) 443.4870 • 11rh'G1 9 "144r.ti. i ,_I. i nrl� tq tV��7ti 7ti C "t"t`ttt� r__ : »___W_.- -rrrrc- �srr --•� w�w�rro Vi,l.441.4,,11 C•A-t... 1-- ,bi-Trar�rii '-4 , i u1.(fM. --> 2.1.9 r •• I r7 2c ipt �. Ato.5 146. Y `�Jc.1 --aca Swenson Say Faget I'.IllIIIVI'III1k Irl 1' '11 ,I I'rll U�g JII -Tr ,ppl�lr cA/15 a 2" Cc ll -rcrrh.-. - ,rrsiGl!hrfv 2a• � 3 iVt•14 M, ,SLIOIZA cd —ro project KII 2v 2-L MA t'! f i-L( 1/1,)(Z.1 ?)S InI f 1 x 12. f?.r:•) A-44,59 dale Oro1. no dCS Q — :UP 2124 Thlyd Avenue • Suite 100 • Seattle, WA 98121 • Ph (206) 443.6212 • Fx (206) 443.4870 APR- 21- 99148D 10,17 .AM_- ._`SWENSW `FAUNr--- _- .... -_. _,..ti...FAX'"tig0:""Zt7'b 1 7.1" --.`_ 1 C�"1 • 45754) t t71. .2. = . Z(5.0Pc.) Sler� —. V �►t --Fee StDI:.. It I0 2S 1' r. e7M04...1 1 Y+.' 1...c ,....4 4. V — 11- %k M ' usIk (,`S') = S•t..tk ( C—Z, , —`. 5. ',' ) C-m, ° a . 1 it e* .14 Ee - 1L1c.S rte- 1�.�•r,�ti�,� ; 4 (,5(.0 )(I.d)MlP _ x,44 ►44 (31.-1) = •2SZL4-1P �p = '(? Gam. (P k� 3 ►�r )144 P I Z. kJ r — 2. rats 0(714.0= Az3�o vbtv►w.. -� C.h - 150=50 ry��rt -tom W fie Y.5" 0 Swenson Say Faget ,il - -- I'.li _•III, (•1 111;.; ,,1i, ,,,.1iuli protect (PA .el.,14L1) date design 2124 Third Avenue • Suite 100 • Seallie, WA 98121 • Ph 206) 443.6212 • Fu (206) 443.4870 orol. no. Sher: APR-21 ,8-9 WED 1.0 , 22. AM..___= SWENSO1 SAY` `A FI" .1. A}f U: " Cibrzr43 '707 0 [1 RISA•2D (R) Version 4.00 Swenson Say Paget 1925 Post Alley Sealtie, WA 98101 Job Page; 10 Date: 4/21/99[) File: METBRCFMO braced frame of mechanical platform. met to roc, phase b. 0 0 Units Steel Code Allowable Stres- Increase Factor, Include Shear Deformation No. of Sections for Member Gales Do Redesign P -Delta Analysis Tolerance Joint No X Coordinate ft 1 0.000 2 0.000 3 18.000 4 18.000 5 0.000 0 0,000 7 20.500 8 26.500 Joint + Translation No X Y K /in K /in 1 Reaction Reaction 4 Reaction Reaction 5 Reaction Reaction 8 Reaction Reaction US St1:lndard0 AISC 9th Edition ASDO 1,3330 YesO 50 YesO 0.50%0 < Joint Coordinates > Y Joint Coordinate Temperature ft eF 0.000 14.000 14.000 0.000 24.000 38.000 38,000 24.000 Boundary Conditions > Material Young's Label Modulus Ksi STL 29000.00 Section Database Label Shape COLUMN W16X50 BEAM W16X50 Rotation K- ft /rad 0 0 0 0 0.000 0.000 0,000 0.000 0.000 0.000 0,000 0,000 _< Materials (General) > - -- Shear Poisson's Thermal Weight Modulus Ratio Coef, Density Ksi 10 "5 ©F--- -K /ft3 11154.00 0.3000 0.65000 0.490 Sections > Material As As Label Area yy zz in "2 STL 14.70 1.2 1,2 STL 14.70 1.2 1.2 0 0 0 0 0 0 0 0 Yield 0 Stress U Ksi 0 36.000 I yy in "4 37,20 37.20 I zz in "4 659.00 659.00 0 TO CO 0 0 0 _APR=2.1.=95_.WED 10 23-AM S WERSOW "A` AGET F X—N0 2Ub44" 48 (0 0 n RISA -2D (R) Version 4.00 Swenson Say. Fagot 1925 Post Alley Seattle, WA 98101 Job : Page: 20 Date: 4/21/990 File: METORCFMQ braced frame of mechanical platform. met to roc, phase b. 0 0 < Members > Memb Joints Rotate Section Releases Offsets No. I J 90a Set I:AVM J:AVM /-End J -End in in 1 2 3 Q 5 6 1 4 5 2 6 Section Member Set 2 1 3 6 7 3 7 1 COLUMN 2 COLUMN 3 COLUMN 4 COLUMN 5 BEAM 6 BEAM COLUMN COLUMN COLUMN COLUMN BEAM BEAM < AISC,NDS Parameters > Length Lb -out Lb -in Lcomp K K le -out le -in le -bend out in ft ft ft ft 14.00 14,00 14.00 14.00 18.00 26.50 8,83 8.83 8.83 BLC No, 0 Inactive? 0 Label 0 Length 0 ft - - - -0 14.000 14.000 14.000 14,000 18.000 26.500 CH 0 Cm Cb,B SwayQ o i0 0 - - - - -< Basic Load Case Data > Basic Load Case Load Type Totals Description Nodal Point Dist. 1 load 1 4 2 load 2 4 Joint Number 2 .3 2 3 2 10 0 _ =< Joint Loads /Enforced Displacements, BLC 1 > Is this a Load or Direction a Displacement? (X,Y,Mz) Magnitude K,K- ft,in,rad L X - 3.9710 L X - 3.9710 L Y - 9.0000 L Y - 9,0000 Member Joints I J < Member Distributed Loads, BLC 1 > Load Pattern Pattern Label Multiplier 5 Joint Number a 7 2 3 UNIFORM 0,50000 < Joint Loads /Enforced Displacements, BLC 2 > Is this a Load or Direction a Displacement? ( X,Y,Mz) Magnitude K,t(- f:,in,rad L X 3.971(] L X 3.9710 0 0 0 0 0 0 0 0 0 0 U 0 0 0 0 0 0 0 0 11- APR-2 -17 WED 10 23 AM SWOON-MY-MET FM-111772135"44348713- Swenson Say Faget 1925 Post Alley. Seattle, WA 98101 RISA -2D (R) Version 4.0(j Job ; Page: 3Q Date: 4/21/990 File: METBRCFMQ braced frame of mechanical platform. met to roc, phase b. 0 0 < Joint Loads /Enforced Displacements, BLC 2 > Joint Is this a Load or Direction Number a Displacement? (X,Y,Mz) Magnitude K,K -ft, in, rad 6 L Y - 4.5000 7 L Y - 4.5000 Joints 0 0 0 0 _-_< Member Point Loads, BLC 2 > = = = =0 0 Member I J Direction Magnitude Location 0 K,K -ft ft or ca Q 6 6 7 Y -9.000 8.8300 6 6 7 Y -9.000 17.660Q _ - - -- - -.• < Load Patterns > 0 Pattern Magnitudes Locations 0 Label D•ir Start End Start End 0 K /ft,F K /ft,F ft or cs ft or % - - -() UNIFORM Y -1.000 -1.000 0.000 0.0000 0 0 0 < Load Combinations > 0 RWPE 0 No. Description BLC Fac @LC Fac BLC Fac BLC Fac BLC Fac SSdv 0 0 1 load 1 1 1 Y -1 0 2 load 2 2 1 Y -1 0 < Joint Displacements, LC 2 : load 2 >__ =_ 0 Joint •r Translation + Rotation 0 No X Y ez 0 in in rad (j 1 0.000 0.000 0.000140 2 -0.011 0,000 - 0.000060 3 -0.011 0.000 0.000030 4 0.000 0.000 0.000060 5 0.000 0.000 - 0.004200 6 0.666 -0.004 . 0.003430 7 0.604 -0.007 - 0.000440 a 0.000 0.000 - 0.005530 ------ - - - - -- _.-- =- . - - -_< Reactions, LC 2 load 2 > _= 0 Joint + Forces + Moment 0 No X Y Mz U K K K -ft 0 1 0.02 1.15 0.000 4 -0,02 1.15 0.000 5 -1.05 10.67 0.000 8 -6.90 19.06 0.000 Totals: -7.04 32.03 j] Center of Gravity Coords (X,Y,'L) (ft) : 12,941, 35.664, 0.000 0 APR= 21=89-14ED -10 24 AM SWE SON"SAY -FAUE1 F O "2 5T43437'0 -" Swenson Say Faget 1925 Post Alley So3Ltlo, WA 98101 RISA -20 (R) Version 4.00 Job : Page: 40 Date: 4/21/990 File: METBRCFMO braced frame of mechanical platform. met to roc, phase b. 0 0 < Member. Section Forces, LC 2 : load 2 > Member Joints Section I - J f7 Axial Shear Moment K K K -ft 2.1 1.15 -0.02 0.000 2 0.98 -0.02 0.060 3 0.80 -0.02 0.120 4 0.63 -0.02 ; 0.170 5 0.45 -0.02 0.230 3 1 1.15 0.02 0.000 2 0.98 0.02 - 0.060 3 0.80 0.02 - 0.120 4 0.63 0.02 -0.170 5 0.45 0.02 -0.230 6 1 10.67 1,05 0.000 2 10.50 1.05 -3.660 3 10.32 1.05 -7.330 4 10.15 1.05 - 10.990 9.97 1.05 - 14.660 0 7 1 19.06 6.90 0.000 2 18.88 6,00 - 24.130 3 18.71 6.90 - 48.270 4 18.53 6.90 - 72.400 5 18.36 6.90 - 96.530 2- 3 1 0.02 0.45 0.230 2 0.02 0.23 -1.290 3 0.02 0.00 -1.800 4 0,02 -0.23 -1.290 5 0.02 -0.45 0.230 6- 7 1 2.92 5.47 - 14.660 2 2.92 5.14 - 49.800 3 2.92 -4.19 - 42.970 4 2.92 -13.52 5.040 5 2.92 -13.86 96.530 0 0 0 Member Deflections, LC 2 : load 2 > 0 Member Joints Section 0 1 ' J 0 x y L/n 0 in in 1 1 1 2 1 0.000 0.000 NCO 2 0.000 0.006 NCO 3 0,000 0.010 NC[; 4 0.000 0.012 NCO 5 0.000 0.011 NCO APR -2 F-Y WEI....10' 24 AM SWENSON-SR-MET ". ". Nr-tii r"- Z054'4 -5 71 r. rte' Swenson Say Fagot 1995 Post Alley Seattle, WA 90101 RISA -20 (R) Version 4.00.. Job : Page: 5O Date: 4/21/990 File: METBRCFMO braced frame of mechanical platform. met to roc, phase b. 0 0 < Member Deflections, LC 2 . load 2 > 0 Member Joints Section 0 I J 0 x y L/n 0 0.000 0,000 0.000 0.000 0.000 0.000 •0.001 -0.002 -0.003 - 0.004 0.000 0.003 0.005 0.008 0.011 0.000 -0.177 -0.349 -0,514 - 0.666 NCO NCO NCO NCO NCO NCQ NCO NCQ NCO NCO 71 2 3 4 5 0.000 • 0.002 -0.004 -0.006 -0.007 0.000 -0.233 -0.439 -0.591 -0,664 NCO 2514,00 1571.20 1795.70 253.10 0 3 1 2 3 4 5 -0.011 -0.011 -0.011 -0.011 -0,011 0,000 -0.004 -0.006 -0.004 0.000 NCO NCO NCQ NCO NCO 6 6 7 1 2 3 4 5 0.666 0,666 0.665 0.664 0.664 -0.004 -0.218 -0,247 -0.110 -0.007 NCO 1489.90 1315.70 3065,00 NCO < Member AISC Unity Member Joints Unity Shear I J Chk Loc Chk Checks, LC 2 : load Fb Fb Loc Fa yy zz Ksi -- -Ksi - - -Ksi 1 1 2 0.011 5 0.000 1 12.26 27.00 19.57 2 4 3 0.006 1 0.000 1 12.26 27.00 19.57 3 5 6 0.142 5 0.014 1 12.26 27.00 19,57 4 8 7 0.788 5 0.093 1 12.26 27.00 19.57 5 2 3 0.010 3 0.006 1 8.10 27.00 15,22 6 6 7 0.671 5 0.187 5 16,70 27.00 21.60 0 0 2> 0 Cin Cm ASCII Cb yy zz Egn[J 0 1,00 0,60 0,60 H1-20 1.00 0.60 0,60 H1.10 1,00 0,60 0.60 H1 -20 1,00 0.60 0,60 111.20 1,00 0.60 0,85 H1.20 1.00 0.60 0.85 H1.20 HrK-e r=ye -W>ru i u: eb H11 SWENS0 BRY -FcET 0 0 0 Swenson Say Faget 1925 Post Alley Scattlo, WA 98101 -Finn ; -1O644,145 r0 RISA -20 (R) Version 4.00 x- braced frame of mechanical platform. Job : Page: 10 Date: 4/21/990 File: METX8RCE0 met to roc, phase b.Q 0 Units US Standard(] Steel Code AISC 9th Edition ASDQ Allowable Stress Increase Factor1.3330 Include Shear Deformation YesQ No. of Sections for Member Calcs., 5 0 Do Redesign YesQ P -Delta Analysis Tolerance 0.50 Joint No X Coordinate ft 1 0.000 2 0.000 3 18.000 4 18.000 5 0.000 6 0,000 7. 26.500 6 26.500 < Joint Coordinates > Y Joint Coordinate Temperature ft eF 0.000 14.000 14.000 0.000 24.000 38.000 38.000 24.000 0.000 0.000 0.000 0.000 0.000' 0.000 0,000 0.000 0 0 0 0 u .< Boundary Conditions > 0 Joint + Translation + 0 No X Y Flotation 0 K /in K /in K- ft /rad 0 1 Reaction Reaction 4 Reaction Reaction 5 Reaction Reaction 8 Roaction Reaction Material Label S1L Young's Modulus K nt 29000.00 0 0 0 0 < Materials (General) > Shaer Poisson's Thermal Weight Modulus Inatio Coef. Density Ksi 10'5eF--- -K /ft3 11154.00 0.3000 0.65000 0.490 Section Database Label Shape COLUMN WI2XIG BEAM W12X16 CROSS L3X3X3 Material Label STL STL STL < Sections > As As Area yy zz in "2 4.71 1.2 1.2 4.71 1.2 1.2 1.09 1.2 1.2 . 0 Yield 0 Stress 0 Ksi 0 36.000 I YY in'4 2.82 2.02 9.62e.1 I zz in "4 103.00 103.00 9.62e -1 0 TO CO 0 0 0 0 APR- 21 =99: WED 10:25 AM SWE S(J& SAAT' F AUE 1 11 0 0 RISA -2D (R) Version 4.00 Swenson Say Faget 1925 Post Alley Seattle, WA 98101 Job : Page: 20 Date: 4/21/99Q File: METXBRCEQ x- braced frame of mechanical platform. met to roc, phase b.0 U •a < Members > Memb Joints Rotate Section Releases Offsets No. I J 900 Set I :AVM J :AVM I -End J -End in in 1 1 2 2 4 3 3 5 6 4 8 7 5 2 3 6 6 7 1.. 3 8 5 7 COLUMN PIN COLUMN PIN COLUMN PIN COLUMN PIN BEAM BEAM CROSS • PIN PIN CROSS PIN PIN Section Length Member Set 1 COLUMN 2 COLUMN 3 COLUMN 4 COLUMN 5 BEAM 6 BEAM 7 CROSS 8 CROSS ft 14.00 14.00 14.00 14.00 18.00 26.50 22.80 29,97 BLC No. < AISC,NDS Parameters > Lb -out Lb -in Lcomp K K le -out le -in le -bend out in ft ft ft 8.83 8.83 8,83 0 Inactive? 0 Label 0 Length 0 ft 0 14.000 14.000 14.000 14.000 18.000 26.500 22.80[ - 29.970 CH 0 Cm Cb,B SwayQ o in 0 0 0 0 n 0 0 0 n -< Basic Load Case Data > Basic Load Case Load Type Totals Description Nodal Point Dist. 0 0 0 1 load 1 4 2 load 2 4 Joint Number 2 3 2 3 2 10 0 _._< Joint Loads /Enforced Displacements, BLC 1 > Is this a Load or Direction a Displacement? (X,Y,Mz) Magnitude K,K- ft,in,rad L X 5.5600 L X 5,5600 L Y • 9.0000 L Y - 9.0000 Member -- -< Member Distributed Loads, BLC 1 Load Pattern Pattern Label Multiplier Joints I J > �= 5 2 3 UNIFORM 0.50000 U n U 0 0 0 n 0 APR -21 -99 WED 10:26 AM� S10Tor S FA ET 0 u Swenson Say Faget 1925 Post Alley Seattle, WA 98101 RISA -2D (R) Version 4.00 Job : Page: 30 Date: 4/21/990 File; METXBRCEQ x- braced frame of mechanical platform. met to roc, phase b.Q 0 _ -< Joint Loads /Enforced Displacements, BLC 2 > Joint Is this a Load or Direction Number a Displacement? (X,Y,Mz) Magnitude K,K- ft,in,rad 6 L X 5,5600 7 L X 5.5600 6 L Y - 4,5000 7 L Y -4.5000 < Member Point Loads, BLC 2 > Joints Member I J Direction Magnitude Location K,K -ft ft or % 6 6 7 Y -9.000 8.8300 6 6 7 Y -9.000 17.6600 0 0 0 0 0 0 U 0 ___ < Load Patterns >•- 0 Pattern Magnitudes Locations 0 Label Dir Start End • Starrt End 0 K /ft,F K /ft,F ft or % ft or % - - -0 UNIFORM Y -1.000 -1.000 0,000 0.0000 _- - -< Load Combinations > 0 RWPE 0 No. Description ILC Fac BLC Fac BLC Fac BLC Fac BLC Fac SSdv 0 1 load 1 2 load 2 1 1 Y -t 2 1 Y -1 0 0 0 0 (1 0 0 =- ::_ =_- < Joint Displacements, LC 2 : load 2 > Joint + Translation + Rotation No X Y ez in in rad 1 0.000 0.000 0.000000 2 0.000 0.000 - 0,000190 3 0.000 0,000 0.000190 4 0.000 0.000 0.000000 5 0.000 0.000 - 0.001120 6 0,188 -0.017 - 0.034480 7 0.175 - 0.024 0.034430 8 0.000 0.000 - 0.001040 < Reactions, LC 2 : load 2 > Joint 1. Forces + Moment No X Y Mz K K K -1't 1 0.00 0.41 0,000 4 0.00 0.41 0.000 5 -11.12 8.12 0,000 0 0.00 19.66 0.000 -0 0 0 0 APR -21 -99 WED 10 :26 AM SWENSON SAS' F E Swenson Say Faget 1925 Post Alley Seattle, WA 98101 - 'A `°NIT" "'2M4348 CTi " RISA -20 (R) Version 4.00 • r,-To.- Job Pago: 40 Date: 4/21/990 File: METXBRCEQ x- braced frame of mechanical platform. met to roc, phase b.Q 0 Joint + No =mu< Reactions, LC 2 : load 2 > Forces + Moment X Y Mz K K K -ft Totals: -11.12 28.81 0 Center of Gravity Coords (X,Y,Z) (ft) : 13.125, 37.050, _ = = =_< Member Section Forces, LC 2 : load 2 > Member Joints Section I - J 0 Axial Shear K K 1 .1- 2 1 0.37 0.00 2 0.31 0.00 3 0.26 0.00 4 0.20 0.00 5 0.14 0.00 Moment K-ft 0.000 0,000 0,000 0.000 0.000 0 0. 0 0 0.000 0 0 0 0 4- 3 1 0.41 0.00 0.000 2 0.35 0.00 0.000 3 0.30 0.00 0.000 4 0.24 0.00 0.00 jj 5 0.19 0.00 0.000 5- 6 1 13.94 0.00 0.000 2 13.88 0.00 0.000 3 13.83 0.00 0.000 4 13.77 0.00 0.000 5 13.72 0.00 0,000 8- 7 1 19.86 0.00 0.000 2 19.81 0.00 0.000 3 19.75 0.00 0.000 4 19.70 0,00 0.000 5 19.64 0.00 0.000 5 2- 3 1 0.00 0.14 0.000 2 0.00 0,07 -0.490 3 0.00 0.00 -0.650 4 0.00 -0.07 -0,490 5 0.00 -0.14 0.000 6 6- 7 1 5.56 9.22 0.000 2 5.56 9.11 •00.700 3 5,56 0.00 - 80.92(3 4 5.56 -9.10 . 60,660 5 5.56 .9.21 0.000 7 1- 3 1 0.03 0,03 0.000 2 0.01 0.02 -0,100 3 0.00 0,00 -0.130 0 0 APR =21=99 WED 10 27_A '51ENSOf S ? AGE17 - -_�:. _ '"l "p`2 ► _�:. -w°� r',_ `r :.:. : Swenson Say Faget 1925 Post Alley Seattle, WA 96101 RISA -2D (R) Version 4.0(] Job : Page: 50 Date: 4/21/990 File: METXBRCEQ x- braced frame of mechanical platform. met to roc, phase b.0 0 _________< Member Section Forces, LC 2 : load 2 > Member Joints Section 0 I - J 0 Axial Shear Moment 0 K K K -ft 0 4 -0.01 -0.02 - 0.100 5 -0.03 -0.03 0.000 0 5- 7 1 -12.55 0.05 0.000 2 -12.56 0.02 -0.200 3 .12.58 0.00 •0,260 4 -12.59 -0.02 -0.200 5 -12.60 -0.05 0.000 -___ =__ < Member Deflections, LC 2 : load 2 > Member Joints Section I- J 0 x y Lin in in 2 1 0.000 0.000 ' NCO 2 0.000 0.000 NCO 3 0.000 0,000 NCQ 4 0.000 0.000 NCO 5 0.000 0.000 NCO 0 0 Q 0 3 1 0.000 0,000 NCO 2 0.000 0.000 NCO 3 0.000 0.000 NC(] 4 0.000 0.000 NCQ 5 0.000 0.000 NCQ 5 6 1 0.000 0.000 NCO 2 -0.004 -0.047 3581.90 3 -0,009 -0.094 1790.90 4 -0.013 -0.141 1194.00 5 -0.017 -0.189 995.5Q 41 8 7 1 0.000 0.000 NC(J 2 -0.006 -0.044 NCO 3 -0.012 -0.087 NCQ 4 -0.018 -0.131 1282.40 5 -0.024 -0.175 NCO 2 3 1 0.000 0.000 NCO 2 0.000 -0.009 NCO 3 0.000 -0.013 NCO 4 0.000 -0.009 NCQ 5 0.000 0.000 NCO 6 6 7 1 0.188 -0.017 NCQ 2 0.184 -2.501 128.10 0 0 0 APR -21 -99 WED 10:27 AM SWENSON SAY PAGET Swenson Say Faget 1925 Post Alley Seattle, WA 98101 RISA -20 (R) Version 4.00 Job : Page: 60 Date: 4/21/990 File: METXBRCEQ x- braced frame of mechanical platform. met to roc, phase b.Q 0 =-4t_ < Member Deflections, LC 2 . load 2 > _ =-0 Member Joints Section i - J 0 x y L/n in in 3. 0.181 - 3.520 90.90 4 0.178 -2.504 128.10 5 0.175 -0.024 NCO 3 1 0.000 0.000 NCO 2 0,000 -0.455 601.50 3 0.000 -0.639 428.6Q 4 0.000 -0.455 601.5Q 5 0.000 0,000 NCO 7 1 0.000 0.000 NCO 2 0.036 -1.546 236.50 3 0.072 -2.186 168.50 4 0.107 -1.598 236,50 5 0.143 -0.103 3489.40 0 0 0 0 < Member AISC Unity Checks, LC 2 : load 2 > (J Member Joints Unity Shear Fb Fb Cm Cm ASDO I - J Chk Loc Chk Loc Fa yy zz Cb yy zz EgnQ Ksi -- -Ksi - - -Ksi 0 1 1 2 0.025 1 0.000 1 3.17 27.00 6.30 1.00 0.60 0.60 H1 -10 2 4 3 0,028 1 0,000 1 3.17 27.00 6.30 1.00 0.60 0.60 H1 -10 3 5 6 0.934 1 0,000 1 3.17 27.00 6.30 1.00 0.60 0.60 H1 -10 4 8 7 - Compressive stress fa exceeds F'e (Euler buckling) - 0 5 2 3 0.093 3 0.005 5 1.92 27.00 4.90 1.00 0.60 0.85 141 -20 6 6 7 4.186 3 0.291 1 7.96 27.00 13.68 1.00 0.60 0.85 H1 -20 7 1 3 0.034 1 0.005 1 0.71 • U.C. based on z -z Axial ONLY -0 8 5 7 0.535 5 0.007 1 0.41 - U.C. based on z -z Axial ONLY -0 01 =0 ROSENAU & ASSiCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 TeI:(206) 725-4600 • Toll Free:(888) OTTO -4 -US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory 25 August 1999. City of Tukwila Building Division 6200 Southcenter Blvd. Tukwila, Washington 98188 Project: Group Health 12400 E. Marginal Way S. Ladies/Gentlemen: Permit Numbe Job. Number: 9 We herewith certify that we have completed the following types of inspection and testing on this project. To the best of our knowledge, all work inspected is according to approved plans and specifications. 1. Reinforcing steel 2. Reinforced concrete 3. Structural steel erection (including welds, high strength bolts, ultrasonic testing of complete penetration welds) 4. Steel decking Copies of all reports have been submitted to your office or are enclosed. Sincerely, OTTO ROSENAU & ASSOCIATES, INC. - /'1'k1/422/0 Susan Rosenau -Moser Vice President SRM/jlp Enclosure June 2, 1999 Plan Review Responses Project: Metropolitan Park to R.O.C.- Mechanical Mezzinine Addition Project Number: D99-0136 Address: 12400 East Marginal Way South Tukwilla, Washington 98124 Bob Benedicto City of Tukwilla Department of Community Development 6300 Southcenter Boulevard, Suite #100 ' Tukwilla, WA 98188 Mr. Benedicto, The following are responses to the items addressed in the May 17, 1999 structural review of the above referenced project. Item number: 1. See soils report prepared by AGRA Earth and Environmental, March 29, 1995 (11-09655-02). This soils report confirms the use of 3000 psf allowable soil bearing for the existing building design. See resubmitted calculation sheets showing mechanical unit weights and roof location. Note that only the 13,100 lbs. and 1800 lbs. units remain. 3. See revised sheet S2. We trust that these comments and revisions satisfy all of the items addressed by the reviewer. Feel free to contact us with any further questions or comments.. Sincerely, Michael D. McIntire Swenson Say Faget Corr. 1-1r. •414 Swcnson Say Net 2124 Third Avenue, Suite 100 Seattle, WA 98121 phone: 206 443 6212 fax: 206 443 4870 mcoveo or/ oF 11.01 PERMIT CENTER D1:14-0130 0( k 41 City of Tukwila John W Rants, Mayor Department of Community Development Steve Lancaster, Director 1908 _ May 18, 1999 Alex Clark Cornerstone Architectural Group 1904 3rd Avenue, Suite 500 Seattle, WA 98101 Dear Mr. Clark: . CORRECTION LETTER #1 Development Permit Application Number D99 -0136 Group Health Cooperative 12400 East Marginal Wy S This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Division. At this time, the Fire Department, Planning Division and Public Works Department have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, La OA— Brenda Holt Permit Coordinator encl xc: File No. D99 -0136 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 TUKWILA BUILDING DIVISION Plan Review Comments DATE: May 17, 1999 PROJECT: Metropolitan to R.O.C. Mezzanine PLAN CHECK: D99 -0136 PLAN REVIEWER: Bob Benedicto 1. Provide a written report of a soil investigation prepared by a licensed professional engineer. The report shall include but is not limited to the following information: a.) A plan showing the location of all test borings and/or excavations. b.) Descriptions and classifications of the materials encountered. c.) Elevation of the water table, if encountered. d.) Recommendations for foundation type and design criteria, including bearing capacity, provisions to mitigate the effects of liquefaction and soil strength. e.) Expected total and differential settlement. 2. Provide a key plan or otherwise identify the areas of the roof that are being analyzed in the calculations. Also provide a schedule of weights for the proposed new roof top mechanical units. 3. The roof - framing plan shows framing to accommodate the new rooftop mechanical units. However, the location of the work does not match the proposed location of the new mechanical units as shown on the Roof Plan. Please coordinate roof plan and roof framing plan. 1 CORN[RSTON[ 0 ARCHITECTURAL GROUP, P.S. 1904 THIRD AVENUE, SUITE 500 SEATTLE, WASHINGTON -. 98101 Memorandum Response to Correction Letter #1 To: Bob Benedicto City of Tukwila Plans Exaimner Project #: 369902.02 CC: Joe N. — Trammell Crow Company Project: Met to ROC Mezzanine Addition From: Alex Clark Date: 6 -2 -99 Re: Response to Correction Letter #1 Permit # D99 -0136 File: Memo response to Correstion Letter #1 6 -2 -99 Bob Benedicto.doc Encl: Bob- This memorandum addresses the comments of the Correction Letter #1 1. See attached Plan Review Response letter by Structural Engineer, attached geotechnical report by AGRA dated March 29, 1995. See attached Plan Review Response letter by Structural Engineer, and (4) copies of resubmitted Structura; calculations. 3. See attached Plan Review Response letter by Structural Engineer, Revised Structural Sheets S2, and Architectural sheets A8.1. If you have any questions please call Alex Clark at Cornerstone architectural Group at (206) 682 -5000. Attached: City of Tukwila Revision submittal sheet City of Tukwila Correction Letter #1 Swenson Say Faget Response Letter Complete sets resubmitted with changes clouded. Complete set of resubmitted Structural calculations AGRA - Geotechnical Report dated 3 -29 -95 Coyr.I+r.i&I INTERNE!: www.cornerslonearch.com CITY OF TUKWILA JUN ... 3 1999 PERMIT CENTER DAci--olao FACSIMILE: (206) 621-7717 TELEPHONE: (206) 682.5000 ." Z;e•,:t::.n :: n.s,.,,, r�•.. .:.n� ..r�....�.k a= 7a "�,rI +a.`,F..:� :..� . ,, ?4�;:i4:vrf "o,Atza ."<'.5;5si'iue;x?'r.im'• vf.E. t7,r.T.1h.'g.�'Pwixjl Pey-nrit 4" C PLAN REVIEW /ROUTING 4IP ci.:Nxr$u/hs' .wratMTra 1 ;CTIVITY NUMBER: D99. -0136 DATE: 6 -18 -99 PROJECT NAME: METRO.: PARK TO RO.C- MEZZANINE Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter Revision # 1 After Permit Is Issued DEPARTMENTS: Bu'Idi ivision fir 4i'-z761 Public Works n nikt Fire Prevention ilia Structural n Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete Comments: Incomplete DUE DATE: 6 -22 -99 Not Applicable TUES /THURS ROUTING: Please Route No further Review Required Routed by Staff (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 7 -20 -99 Approved Approved with Conditions n Not Approved (attach comments) REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved ri Approved with Conditions n Not Approved (attach comments) ri REVIEWERS INITIALS: DATE: \PR- ROUTE.DOC 6/98 '..try. ` ,e3"+:i '',d„ SkdFK "Y YFr 'yY y.'.t .Nr giU(jM.�13%b�rtLyy�i�x,C 1 .:a.. t:K.+t.^- YiCYnf YAii�tY! i>:? �, v; �i} Ai«,,+ rISrF?, ��t':: r44' ii' , rl rv;' t7:; F,: �e2s?, xd : %t4W�tL�lltt"4f.1'S,:it�:i�� c f�Xrri }� Goard PLAN EVIEW /U�TING IVITYNUMBER: D99 -0136 DATE:' 6-3- JECT, NAME: GROUP HEALTH• COOPERATIVE Original Plan Submittal . Response to Incomplete. Letter XX, Response to Correction: Letter-# 1,,` Revision #_AfterPermit Is Issuei • DEPARTMENTS: Buildi g Division XI AtAk -4 Public Works Fire Prevention Structural Planning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete Incomplete n DUE DATE: 6 -8 -99 Not Applicable n Comments: TUES /THURS ROUTING: Please Route No further Review Required Routed by Staff n (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 7 -6-99 Approved n Approved with Conditions Not Approved (attach comments) n REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved n Approved with Conditions Not Approved (attach comments) n REVIEWERS INITIALS: DATE: \PR•ROUTE.DOC 6/98 :64t.:s, tlS o:ft:a*,ViI:'t'aAnViSs:t „_e:ish. ,.:F.�:+'! {SvuYt� _•��;!,,.e�M. ; visit, :Nne;�..��nn„, .V i.�'twtj4l:i r!!�'KiY.sa�t �.4.",1 :F��cF° iD:fftOn'+�'Cf.t.1T/,?:;i'}?.r. .iy5f: Ua'...1n Pe1 Cad. Copy PLAN REVIEW /ROUTING SLIP TIVITY NUMBER: D99 -0:136 DATE: 4- 21 -99. OJECT NAME: `. METROPOLITAN:TO`'R.O.CMEZZANINE .X r Response to' Incomplete Letter. Original Plan Submittal Response to Correction Letter # Revision #:' After- Permit is Issued .: DEPARTMENTS: uildil g Division Cei.-crq� Public Works .!1.-2'141 l Fire Prevention AOC 5-3-11 Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete Incomplete DUE DATE: 4 -27 -99 Not Applicable Comments: TUES /THURS ROUTING: Please Route a No further Review Required Routed by Staff (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions Not Approved (attach comments) WI b1 1 Yfru � /e ( 6 _ la 4' REVIEWERS INITIALS: DUE DATE: 5 -25 -99 DATE: CORRECTION DETERMINATION: DUE DATE: Approved n Approved with Conditions Not Approved (attach comments) REVIEWERS INITIALS: DATE: V'R•ROUTE.DOC 6/98 PROJECT NAME: Mairc4cArk..., pc19.- 013(4, Site Address: Vago(DC E. max-13 i nag Loy S. Original Issue Date: la-1 I -19 REVISION LOG Revision No. Date Received Staff Initials Date Issued Staff Initials I I LO I r1-6 Summary of Revision: flC1C -Jr)14-- Caita.ilaA IC__ Ocljacen+ --lip t1ZZ. -f hod teacts -to eKisttny meal . u.n1-1-. Received By: )( A-A444jhlat— J . Cth-iir„ (please print) Revision No. Date Received Staff Initials Date Issued Staff Initials I I I Summary of Revision: Received By: Received By: (please print) Revision No. Date Received ' Staff Initials Date Issued Staff Initials I I I Summary of Revision: Received By: (please print) Revision No. Date Received Staff Initials Date Issued Staff Initials I I I I Summary of Revision: Received By: (please print) Revision No. Date Received Staff Initials Date Issued Staff Initials Summary of Revision: Received By: (please print CITY OF TUKWILA Department of Community Development Permit Center 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Date: 619 / Plan Check/Permit Number: 1)9 - l — 013G ❑ Response to Incomplete Letter ❑ Response to Correction Letter Revision after Permit Issued_ Project Name: tdiatetirakw 13.4. Ni z *,Js'E- pea, h04 . Project Address: 1 VI DO Af 11444 .10./41.- W AI Svir t'I4 Contact Person: /)p$$ # vtk - Phone Number: 00(1) 64,2" Summary of Revision: AM/ tu'tJ A fin 2z- iNe, . 't" [ flS 7O �f! M���i—�1.11(A -e_ Aitte ms 's co-t FA,/5 ?Ah444(_ Sheet Number(s) A21 AgeZ i A1.3 A I ,1 "Cloud" or highlight all areas of /evisions and date revision. Submitted to City of Tukwila Permit Center ❑ Entered in Sierra on C-e/tv FkamircENTER S &) S� PEOEIVED CITY OF TUKWILA JUN 1 8 1999 i' i1M(T orogR Date: 6-2 tv CITY OF TUKWILA Department of Community Development Permit Center 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Plan Check/Permit Number: Ng • 004 ❑ Response to Incomplete Letter gResponse to Correction Letter ❑ Revision after Permit Issued Project Name: Project Address: t 5 Contact Person: Summary of Revision: Cot..— 4 CZ/0 Ate" ot3 / Skt #44A✓id gieveyvcts. cco 2464101.1 Posf2f Pkerv. • C 1 fr/on/ o�ry o� Sut°cw�+�S - lo CI 3 Sheet Number(s) �A. / s� "Cloud" or highlight all areas of revisions and dale revisions. Submitted to City of Tukwila Permit Center cO 0\' OF g.intered in Sierra on Lo - 3-99 3/4/99 City of Tukwila Fire Department Fire Department Review Control #D99 -0136 (510) May 3, 1999 John W. Rants, Mayor Thomas P. Keefe, Fin' Chief Re: Metropolitan to R.O.C. - mezzanine - 12400 East Marginal Way South Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) 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) 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. 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, 1 -6.3) (UFC Standard 7.0 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575-4439 City of Tukwila Fire Department . Page number 2 John W. Rants, Mayor Thomas P. Keefe, Fire Chief 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, 4 -3, 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 extinguisher(s) are not accomplished or the inspection tag is not completed, reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 2. No point in a sprinklered building may be more than 250 feet from an exit, measured along the path of travel. (UBC 1004.2.5.2.2) Exit doors shall be openable from the inside without the use 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) 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) Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) Gates and barriers shall be openable without the use of a key or any special knowledge or effort. Gates and barriers in an exit shall not be locked, chained, bolted, barred, latched or otherwise rendered unopenable at times when the building or area served by the exit is occupied. (UFC 1208.2) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number 3 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) Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. (UBC 1004.2.2) When two or more exits from a story are required and when two or more exits froma room or an area are required, exit signs shall be illuminated.• (UBC 1003.2.8.4) Manually operated edge- or surface - mounted flush bolts and surface bolts are prohibited. When exit doors are used in pairs and approved automatic flush bolts are used, the door leaf having the automatic flush bolts shall have no door knob or surface - mounted hardware. The unlatching of any leaf shall not require more than one operation. (UFC 1207.3) All exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 1 1/2 hours in case of primary power loss, the exit 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) 3. Refrain from blocking sprinkler coverage with shelving. NFPA standard #13 states that any shelving or decks in excess of 4 feet in width will require installation of sprinklers thereunder. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575-4439 Page number 4 John W. Rants, Mayor Thomas P. Keefe, Fire Chief 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) . Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 4. An approved manual fire alarm system is required for this project. The fire alarm system shall meet the requirements of the Americans With Disabilities' Act, chapter 51 -20 WAC (Chapter 31 Accessibility), N.F.P.A. 72 and the City of Tukwila Ordinance #1742. 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 #1742) (UFC 1001.3) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 5. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 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)) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754439 • John W. Rants, Mayor. Thomas A Keefe, Fire Chief Page. number 6. Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. 7. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575-4439 DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS .PROVIDED BY LAW AS CONST CONT GENERAL F625.052-000 (8/97) • I certify that the above registration number is true and accurate as a sworn notary in the City of Seattle, State of Washington, County of King. General Contractors Construction Management • 229 Ninth Avenue N. Post Office Box 9970 Seuttle.1Vashint ton 98109.0470 Tel (206) 682.7770 Fax (206) 623.506 GENERAL NOTES GENERAL I. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY IN THE AREA OF WORK IN DOMINANCE WITH ALL APPLICABLE SAFETY CODES THE CONTRACTOR SHALL INDEMNIR ANN HOLD ME OWNER / ARCHIIECT / ENCINEER HARMLESS FOR IN,URY OR DEATH N PERSONS OR FOR DAMAGE TO PRWERtt CAU.ffO BY THE NEGLGENCE OF ME CONMACTW, HIS AC£NIS. EMPLOYEES, OR WBCONMACig25. 3. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ADJACENT WORE AND SHALL REPAIR SAID DAMAGE AT HIS OWN EXPENSE. CONTRACTOR i0 OBTAIN ALL PERMITS AND APPROVALS 4. NOT USED 5. CODES All WORK SHALL CONFORM TO THE APPLICABLE BUILDING CODES AND ORDINANCES. IN EASE OF ANY CONCOCT WHERE THE METHODS OR STANDARDS OF INSTALLAION OF THE MATERIALS SPECIFIED 00 NOT MULL OR EXCEED THE REQUIREMENTS OF ME LAWS OR ORDINANCES. THE LAWS OR ORDINANCES SHALL GOVERN. NOSEY THE ARCHITECT OF ALL CONCOCTS. DIMENSIONS I. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDEMNS IS GIVEN AS THE BEST PRESENT KNOWLEDGE BUT WMMOLT GUARANTEE OF DOUBLET. THE CONTRACTOR SHALL NEU) VERIFY EXISTING CONDIEONS AND NMENSIONS AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR CONOmONS ADVERSELY AFFECTING THE DESIGN PRIOR TO PROCEEDING WIN THE WORK. O. DIMENSIONS OF PLANS ARE TYPICAL TO THE FINISIED FACE Cr WALLS UNLESS SEND OTHERWISE. 3. DO NOT SCALE DRAWINGS: THE CONTRACTOR SHALL USE DIMENSIONS SHOWN ON THE DRAWINGS AND ACTUAL FIELD MEASUREMENTS. NOTFT THE ARCHITECT IF DISCREPANCIES ARE FOUND. 4 000 AEON: ME LYNESAL CONMA SHALL BE RESPWS AN FOR TIE ASOAS 1011 AND COORDINATION OF THE WORK OF ALL MAOES i0 ASSURE CWPLANCE WTM TIE ORAWNCS AND SPEgFlC FIRE PROTECTION I. FIRE PROTECTION ALTERATIONS DESIGN -BUILD AS REWIRED. SUBMIT ALL REQUIRED DRAWINGS TO ALL CODE OFFICALS AND FIRE MARSHALL. 2 PROVIDE EIRE PROECTON AT ALL PENEIRATONS W FIRE RAEO ELEMENTS AS REWIRED BY HOE. 3. SUBMIT (A) COPIES OF THE FIRE PROTECTION ORAWWNGS TO OWNER FOR RENEW BY OWNER'S INSURANCE CARRIER. 4. PROVIDE FIRE EXTINGUISHERS AS REQUITED BY UNIFORM BUILDING CODE AND LOCATE PER FIRE MARSHALL'S DIRECION. FIRE EXTINGUISHER PER 3.000 S.F. OF BLDG. AREA BATH 75' -0' TRAWL DISTANCE BETWEEN EXTINGUISHERS EXTNWISHERS U.L. RATED -4A 5. MAINTNN STRUCTURAL AND FIRE RESISTIVE INTEGRITY AT EXTERIOR AND RAED INERW WALL PENEMATONS FOR H£CIRICAL MECHANICAL. PLUMBING AND NMMUNICATONS CONDUITS. PIPED AND SIMILAR SYSTEMS PER UNIFORM BUILDING CODE SECTION 300(0). CONSTRUCTION 1. CONTRACTOR SHALL INVESTGAE AND VERIFY LOCATIONS OF STRUCTURAL, MECHANICAL. AND ELECTRICAL ELEMENTS AND OTHER EXISTING CONDITIONS PRIOR TO BEGINNING THE WORK. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR PRONGING WALL BLOCKING REWIRED FOR WALL AND CEILING MOUNTED ITEMS S WERE SHAA BE NO EXPOSED PIPE, 00NWIT5. WCTS VELAR, ETC. ALL SUCH LINES SHALL BE CONCEALED OR NRRED AND FNISHED, UNLESS TOED AS EXPOSED ON NNSMUCOON NAW1NG5. 4. OFFSET ETUDE WHERE REWIRED SO THAT FINISH WALL SURFACES Oft BE RUSH. S PROVIDE GALVANIC ISGATON BETWEEN DISSIMILAR METALS. 6. GENERAL CONTRACTOR IS N COORDINATE MTH ELECTRICAL AND PLUMBING CONTRACTORS FOR ALL REWIRED ROUGH-INS, AND TRENCHING REWIRED FOR FIECTCAL AND PLUMBING RUNS. 7. PROVIDE PRESSURE MEAED WOOD AT ALL LOCATIONS WHERE WOW IS EXPOSED TO ME EXTERIOR OR WHERE WOW COMES INTO CONTACT WITH CONCRETE OR SOIL CEILING 1. CEILING HEIGHTS, WHERE INDICATED, ARE FROM FINISHED FLOOR TO BOTTOM OF CEILING FINISH SJRFACE. FINISHES I. ALL PAINT AND WALLCOVERINGS SHALL BE APPLE° IN ACCORDANCE IWM THE MANUFACTURER'S RENMMENOATONS. 1. PREPARE FLOOR PIE MANUFACTURER'S RECOMMENBATONS N PROVIDE LEVEL AREA FOR RNRINC INSTALLATION ANO LEVEL FLCIXIINC IRPNSIIONS. MECHANICAL & ELECTRICAL 1. ELECMICAL A MECHANICAL SYSTEMS UNDER SEPERAE PERMIT O MECHANICAL 0 ELECTRICAL CONTRACTORS SHALL BE RESPONSIBLE TO MAINTAIN COMPLIANCE WITH APPLICABLE CODES AND STANDARDS. AND OBTAIN ALL NECESSARY PERMITS AND APPROVALS 3. DEMATONS FROM DIMENSIONED L00ASON5 MUST BE APPROVED DT THE ARCHITECT OR OWNERS PROJECT MANAGER. ' 4. DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS SHOULD BE CALLED TO THE ATIENTON OF THE ARCHITECT. DRAWING INDEX CODE INFORMATION ARCHITECTURAI AC SITE PLAN / COVER SHEET A2.1 EXISTING FIRST FLOOR PLAN A22 EXISTING SECOND FLOOR PLAN A2,3 ENLARGED MEZZANINE PLANS & DETAILS A4,1 WALL SECTION AB.I ROOF PLAN & DETAILS S T R U C T U R A L SI GENERAL STRUCTURAL NOES S2 ROOFING FRAMING PLAN S3 ENLARGED MEZZANINE FRAMING PLAN 04 INTERIOR FRAYING DETAILS TAX IDENTIFICATION NUMBER 734060 - 0480 -00 734560 40190 -03 LEGAL DESCRIPTION Rot portion of frosts 21, 22. 31, and 30 Riverside Interurban Tracts, according to the Plat recorded in Volume 10. of Plats, page 74, in King Counts Washington, more particularly described follows: Beginning at a point on the westerly margin of primary state Highway No. 1, Foster interchange to South 118th Street, as condemned under Superior Court Cause No. 646846, that bears south 0433'59" east 165.03 feet distant horn the point of curvature of the west margin highway engineers' station 76 +05.30 said point also being the southeast corner of that certain tract of land as described in option agreement recorded under Auditors Fle No. 7506090402; thence south 0433'50" east along sold margin 615.17 feet to a point lying 110 feet westerly of and opposite engineers' station 68 +25; thence south 5819'00" west along said highway margin 230.32 feet; thence south 1809'20" east along said highway margin 36.80 feet to the south line of bast 32 of the Riverside Interurban Tracts; thence north 8917'24' west 476.97 feet along ITe south line of tracts 31 and 32 to the easterly margin of East Marginal Way os established by warranty deed found in King County records, King Country Recorder's No. 7412090465; thence north 1836'24' west 442.48 feet along said easterly margin; thence north 12504" wet 443.48 feet along said easterly margin; thence north 1007'24" west 333.78 feel along said easterly margin to the southwest comer of option agreement retarded under Auditor's File Na. 7506090402; thence south 891724" east parallel to the south line of tracts 31 and 32 Riverside Interurban Tracts a distance of 77430 feet to the point of beginning. I. BUILDING ADDRESS 2. JURISDICTION 3, LAND USE ZONE 4. BUILDING CODE 5. CONSTRUCTION TYPE 6. OCCUPANCY GROUP & AREA 7. SCOPE OF WORK THIS PROJECT ALL WORK TO COMPLY TO THE FCLLOYANG CODES UNIFORM BUILDING CODE 1997 EDITION UNIFORM MECHANICAL CODE 1997 EDITION UNIFORM ELECTRICAL CODE 1993 EDITION UNIFORM FIRE CODE 1997 EDITION UNIFORM PLUMBING CODE 1997 EDITION AMERICAN DISABIUTES ACT OF 1994 ANSI/NFPA 101 LIFE SAFETY CODE 1991 WASHINGTON STATE DEPT. OF HEALTH (D.O.H.) WASHINGTON STATE W.A.C. CHPTS 11.13, 20 WASHINGTON STETS FIRE LAWS AND AMENDMENTS 1990 WASHINGTON STATE ENERGY CODE 1998 WASHINGTON STATE VENTILATION CODE 1995 FIRE PROTECTION BY 'oiDEER DESIGN TO CONFORM TO NFPA 13 REPUIREMENTS SUBMIT DESIGN Ec DRAWINGS TO TUKWLA FIRE MARSHAL FOR APPROVALS. ANY AMMENOMENTS TO THE UBC BY THE CITY OF TUKVWLA. SITE PLAN SCALE: I' = 100' 1 CIRCULATION 12400 E. MARGINAL WAY S. Seattle, Washington 98124 CITY OF TUKWILA PROPOSED NEW WORK 2ND FLOOR r wg6liLax , HIC /L LIGHT INDUSTRY 1997 UDC w/ WA, STATE AMENDMENTS TYPE 5 -N SPRINKLERED & TYPE II -N SPRINKLERED EXISTING BUILDING 270,937 SF DEPARTMENT AREA OCCUPANCY LAB 21,955 SF B PHARMACY 16,735 SF F 1 OPTICAL 7,130 SF F 1 WAREHOUSE 21,890 SF S 2 FIRST FLOOR OFFICE 35,859 SF B SECOND FLOOR OFFICE 76,332 SF B SECONO FLOOR DINING 8,529 SF ., TOTAL 166,530 SF NEW CONSTRUCTION INTERIOR TENANT IMPROVEMENTS ONLY 477 S.F. MECHANICAL MEZZANINE ADDITION 476.97' NORTH PROJECT TEAM Owner: Group Health Cooperative 521 Wall Street Seattle, WA 98121 206/448 -2355 Proj. Mgr: Joe Neuenschwander Architect: Cornerstare Architectural Group 1904 3rd Ave Suite 500 Seattle, WA 98101 206 / 682 -5000 Project Mgr Alex Clark Structural: Swenson Soy Faget 2124 Third Ave Suite 100 Seattle, WA 98121 206 / 443 -6212 Project Manager: Dan Say LOCATION MAP IIIIIH) III VIII(1)111III I II //27////27//// //� /LJ SOUTH 104 ?II STREET PARKING CALCS TOTAL EXISTING STALLS 655 TOTAL REQUIRED STALLS 500 655 > 500, THEREFORE: OK 7I NORTH FILE COPY' are under,Ontl lnal Ll' tl am , ss � of 1h SUblecl to er� ot s,N Uthorire . mulattos of a plans 0CC 0 code o Ordinnr e. ROCO0 a 0000,0, adopted r p� N c n hector..B ul By AREA TYPE AREA PARKING REO STALLS REO. OCCUPIED AREAS 166,530 SF 3/1000 SF 500 (NON - WAREHOUSE) WAREHOUSE AREAS 21,890 SF L0 /2000 SF 11 UNOCCUPIED AREA 40,102 SF 0 MECH /ELEC /CORRS. 42,032 SF 0 TOTALS 270,937 SF SEE ABOVE 420 I j Sheet EVISION NO 1_. 5 clrrvocrmGawIL.eheet JUN 18 1999 o_ PEPMITCENTA C Group Hedth IM WELT rebus of Paget SOUTH FPN: 9A4861 O O T I..L N C O C - C .0 C O cd N 'C C ) � N c c l Q U CO Co M 0 C F- r project no. 369902.02 date 04121199 revisions I N d sheet title Cover I mfr ______ ■■IFLI■I auI. Immtirmenew NIMMI © %r%/ /� / % / / %. % / / /// / / / //, .. ''drT.�%i////.% /AAA M ti I AREA OF x447 ■. WORK - 4tOW� S1 AW ANNUM © © © p -OIe TYPE 5N CONSTRUCTION TWO STORY NORTH TYPE 2 CONSTRUCTION ONE STORY A2 -1.DWG 0 © 7 4 LEGEND NOTE: NO WORK THIS LEVEL FIRST FLOOR PLAN ONE HOUR CORRIDOR (SHOWN HATCHED) SCALE: 1". 20' -0" c Arro , JUN rW % sheet PEROCE I gi Ew *Grou Health p Cooperative of Puget Sound FPN: 9A4861 o» O T cd >. o c c o •N c C ca 4 ) as co co M a 0 co co • Nd - N M r project no. 369902.02 date 04/21/99 revisions Com 9meC2 of Tukwila © 6 -16 -99 Catwalk Addition sheet title First Floor Plan A2.1 IIIII NISI I 1111111 CIF O o co ® ® 0 0 0 0 0 0 0 ® ® O @ ® ® ® @ ® ® ill • RE Ell 111 AREA B . ii a III O;f I MI Ir==e r .].•,aA© rai okay it '' %ii r . iiiiim IF iiiooiii�ii .. ierZ,io VAiVii- p wilgA PA i AREA A OFFICE SPACE / O . A • EA C Illlllllaiw - , Am II__ J ilr illl II, Lam r ' / paws. 0 f illil /I. ES111111.11.1 ArIF IP O =FILE SPACE NORTH A2 -1.DWG LEGEND ONE HOUR CORRIDOR (SHOWN HATCHED) 5E6ON0 FLOOR PLAN SCALE: 1"=20-O" dut, L 5 `fi:G mTiy rn:nsia;+ Group Health WYCooperative fFuget Sound FPN: 9A4861 U N CO O� > . 0) Ca cp 0 C - C N .0 C) ca N a C Q U ( - M N 1 ` T project no. 369902.02 date 04/21/99 revisions iQ 8 -2 -99 City of Tukwila Comments 6 -18 -89 Catwalk Addition sheet title Second Floor Plan O N wI A ., sheet A2.2 CORRIDOR 100C j ENLARGED FLOOR PLAN @ ROC,- IF.DWG TOP OF HANDRAIL 5TA!L SECTION STAIR.DWG 1/2" STD P PO 1, ® 6' -O" OC. MAX . ttP p9 -0(3(0 st FLOOR CON / pTD. PIPE RAIL NON - REMOVABLE STRINGER PER STRICT. PROVIDE PRE -FIB. NON -SLIP iREA05 VERIFY RISE AND RUN IN FIELD: RISER HT. AND TREAD WIDTH TO BE CONSISTANT THROUGHOUT SCALE: 1 "= 1 -0" SCALE: I/4 "= I' -O" q LL ELEC FF110- TOIL PU F11£ FLOOR PLAN NOTES: I. CONTRACTOR TO LOCATE AND VERIFY ALL UTILITIES 6 I AREA OF WORK. IF ACONFLICT ARISES NOTIFY ARCHITECT 2. ALL EXISTING EQUIPMENT AND UTILITIES TO FIROVIOE PROJECT DURATION SERVICE THRW6HTOUT 5. PRIME a PAINT ALL STEEL CONSTRUCTION. PROVIDE SUBMITTAL FOR PAINT < COLOR. PROVIDE (I) 6AL. EXTRA PAINT AT CLOSEOUT. PROVIDE ATVOMATIC SPRINKLER COVERAGE UNDER MAZZANINE AS REQUIRED. O RAIL a MEZZANINE RAIL- 10.JVW NORTH \III CORRIDOR �20CC5� GUARDRAIL PROVIDE AS RAIL REMOVABLE FINISH CONCRETE SLAB ON MTL. DECK W NON - SLIP SURFACE SEE STRIUCT. -STL. PLATE 8" X REO'D X 1/2' 5°,,7` .O 19990 LW?, e MECH T BY OTHERS. COORDINATE LOCATION ANCHOR ClUANTIN PER MFR. RECOFM,PATION. 7FOR COM EsxR P N TO PROVIDE G 6 BIL BOR IOUS MOVA L O (D ENLARGED FLOOR PLAN 2nd FLOOR ROC -2F.D -G 6' -0" SECTIONS MAX. N.T.S NOTE 1. ALL RAILING TO BE REMOVABLE GUARDRAIL TO OM W/ SECTION 509 CONF UBR C 9] L SCALE: 1/4 I' -O' —2" DIA. SLEEVE BEAM PER STRUCT. 1 1/2" SCHED, 40 GALV. PIPERAIL PROVIDE INTERMEDIATE POST E0. SPACED MAX. 6' 0.C. PRIME & PAINT SEE FLOOR PLAN FOR LOCATION MTL. DECK & CONC. SLAB "TOE STOP TX 0 E g REMAIN -< CON T. TOP & ROT. TYP. CLOSE OFF PLATE CONTINUOUS GUARDRAIL STAIR TOE XIS AB CENTER a COO - •INATE' TO EXISTING 0 N ` COTTER PIN THROUGH PIPE & SLEEVE 0 mp 4 g Group Health Cooperative of Puget Sound FPN: 9A4861 CO Q co N 0 ' 0) O C O L N C 3) C j 0) o _ 0_ as' 0 owo o 1- N project no. 369902 date 6 -4 -99 revisions • &2 -98 0118 of Tukwila • Comments • 6 -18 -99 Catwalk Addition'. sheet title ENLARGED FLOOR PLAN - =9 OFNXV80= g 1999 (p 9UN sheet Q PEWIT CEN1Ep A2.3 O SEOTION 85EG -I SCALE: 3/8 ". I' -O" IDENTIFY EXISTING UTILITIES EXISTING POOR 6i114{44u. 0 3 SECTION 85EG -I E INTERIOR ELEVATION 85E0-I SCALE: 3/8 "= I' -O" SCALE: 3/8 ". I' -O" Z MECH. TO BE INSTALLED I RELOCATED MECH. PIENG GUARDRAIL REMOVABLE ll _ - i }3: -- .s ?.c.�.v •u�:: <..: .'t• "f.J:}�.:tn.£.k - - � u - - " - - • i .:...;;.v+.�.cr.. =<c x :�.. EXIST. DUG EXISTING Mecr�eaul0. EXIST. MECH. VERIFY LOCATION EXIST FENCE ? EXIST. MEGH. UNIT 0) • Group Health h �� Cooperative get Sound FPN: 9A4861 03 L O L 0= 0- Ctl o L - • N c 0_ N L C > a • o Q C" T, E Ctl o ..- W . L C 1 • C O ff' I T project no. 369902 date 6 -4 -99 revisions sheet title Building Section L pEOENEO > f �y0FTUln"n CO _ JUN 81999 s heet 0 ?Este muss A4.1 N 0) 1L 8 -2 -89 City of Tukwila Comments 2 8.18 -99 Catwalk Addition r s; RSG , RE a 3 2 - DOOR EXISTING CORRIDOR MECHANIC, urvh BY OTHERS L II II I 1 II II I �L_ H I II II I 1 I 1 1 I II I < -0: 1 �e a e SS J EXISTING CORRIDOR EXIST. MECH. DJGT BEYOND\. I O SEOTION 85EG -I SCALE: 3/8 ". I' -O" IDENTIFY EXISTING UTILITIES EXISTING POOR 6i114{44u. 0 3 SECTION 85EG -I E INTERIOR ELEVATION 85E0-I SCALE: 3/8 "= I' -O" SCALE: 3/8 ". I' -O" Z MECH. TO BE INSTALLED I RELOCATED MECH. PIENG GUARDRAIL REMOVABLE ll _ - i }3: -- .s ?.c.�.v •u�:: <..: .'t• "f.J:}�.:tn.£.k - - � u - - " - - • i .:...;;.v+.�.cr.. =<c x :�.. EXIST. DUG EXISTING Mecr�eaul0. EXIST. MECH. VERIFY LOCATION EXIST FENCE ? EXIST. MEGH. UNIT 0) • Group Health h �� Cooperative get Sound FPN: 9A4861 03 L O L 0= 0- Ctl o L - • N c 0_ N L C > a • o Q C" T, E Ctl o ..- W . L C 1 • C O ff' I T project no. 369902 date 6 -4 -99 revisions sheet title Building Section L pEOENEO > f �y0FTUln"n CO _ JUN 81999 s heet 0 ?Este muss A4.1 N 0) 1L 8 -2 -89 City of Tukwila Comments 2 8.18 -99 Catwalk Addition O O D mil P4 • MECH.EAUIPMENT CURB 0,600-22 O © ' 0 © ® ® Q I I I I 0 EXHAUST FAN BY OTHE. VENTILATED CURB EY ANmER BY OTHERS w/ NE OFREEL V ,ST ER3 /� „E �QA "�ETPm s HE 4 CANT STRIP IWOFING RC, STRUCTURE PER GNLTURAL OWSE e 0 I'll' IM • • REMOVE `X ST_ CURB. IN I PER STRUCT. AND OVER. • 2 P1 A EA OF ROOF FLAN A8 -1.DWO WORK 1111111 ,,,,,1, Tia •r. r NOTES I. Ai NEW INSTALLATION PATCH & PROVIDE ROOFING TO MATCH EXISTING. RUN ROOFING 2`MIN AE0VE CANT STRIP VoIYRPO CONTRACTOR 0 MECH. PENETRATION 0,600 -04 MECN REEABRCATED CURB. S. MECH INB 3/4 PERLI,E 3 /4 °E. PLY.. NAILER, .0 WiO PREF. CORR RON OANT STRIP LEVEL ALL WHERE ERE RELVIRED 0 MECH CURB DETAIL J a 600 L, R ABOVE CANT STRIP OOt 000D DIMENSIoNS CONTRACTO O MECH. E CURB 01600-2S REFRIGERATION PIPI. aO ECANTSTRIP RILL .LE TiR01104 DECK AS REDD. FOR REFRIGERATION PIPIN4 O MECH. PENETRATION 600 -AIL SCALE: 1" 16' -0 BAS SEE FLASH/ ECH 2x P.T. CURB FAC VRE e FLASHE TYPICAL -PooFING FELT EMBRANE ROOF FLASHING G UT WSJ¢. TO EXPOSE METAL ROOF DECK pEAM DECK RW, CONT. SEALANT 24 GA GAL, CMNTER FLAW. FACE NAIL H/ ROOFING FWASHERS. E ( NNE, MEMBRANE FLASH. EH STRIP ROOF ANE EMBR Rap INDJLATION OOF DECK ¢ BEA I A e PER EM T. .UST. ROOF E PMEHT.PPORT 30 L ATI ROOF. -FACE NAIL 0 O . w/ TMOPR ENE ..SxERS MERANE FLASHING ROOFING U U T NT STRIP • ROOF MEMBRANE ROOF DE.. --- BEAM .P oRT E PEnEAm"niloRauuO PIPE 7------COUNTER FLASH NOTCHED FOR LR REFRIGERATION PIPING FACE e ° O. , w R E NAE"ERE ROOFING LIND MEMBRANE FLAS"I. 4" CANT STRIP ROOF MEMBRANE RIGID IN.LATION ROOF DECK v2 =v -0 sheet title Roof Plan c OM sheet JUN 1 8 1999 B C Group !DASHED Cooperative of Puget Sound FPN: 9A4861 project no. 369902.02 dote 4 -21 -99 revisions cox+M�Nrs xn E -z -Hs PERMIT C �\ I H J■ I. ALL MATERIALS. WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, THE UNIFORM BUILDING CODE (1997 EDITION), AND SEATTLE BUILDING CODE MODIFICATIONS TO THE UNIFORM BUILDING CODE 2. DESIGN LOADING CRITERIA ROOF LIVE LOAD 25 PAL GUARDRAILS/BALCONY RAILS 50 PLF MECHANICAL UNITS HEIGHTS FURNISHED BY MANUFACTURER EARTHQUAKE ZONE 3, R =4.5 SEE PLANS FOR ADDITIONAL LOADING CRITERIA 3, STRUCTURAL DRAWINGS SHALL BE USED IN ,:NNJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION MOM ON THE DRAWINGS ARE INTENDED AS GUIDELINES O'..Y AND MUST BE VERIFIED. 5. CONTRACTOR SHALL PROVIDE TEMPORARY SPACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE ROTH THE PLANS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUINCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND /OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND /OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE 7. CONTRACTOR - INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS O CONSTRUCTION SHALL BE USED SUBJECT TO RORER AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 9. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY; HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 10. SHOP DRAWINGS FUR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. STRUCTURAL STEEL CRITERIA 11. SHOP DRAWING RESTER DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL RESTER AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, METHODS TECHNIQUES, SEQUENCES AND OPERATIONS OF CONSTRUCTION, AND All SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY; REPRODUCIBLE WILL BE MARKED AND RETURNED. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NIT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. 12 SPECIAL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS 108 AND 1701 OF THE UNIFORM BUILDING CODE AND THE PROJECT SPECIFICATIONS BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT, AND RETAINED BY THE BUILDING OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES. OF ALL INSPECTION AND TEST RESULTS. STRUCTURAL STEEL FABRICATION AND ERECTION (INCLUDING FIELD WELDING GEOTECHNICAL 13. FOUNDATION NOTES ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18' BELOW ADJACENT FINISHED GRADE. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE. ALLOWABLE SOIL PRESSURE 2000 PSF LATERAL EARTH PRESSURE (RESTRAINED/UNRESTRAINED) 50 PCF /35 PCF RENOVATION 14. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REWIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. EXISTING REINFORCING SHALL BE SAVED WHERE AND AS NOTED ON THE PLANS. SAW CUTTING, IF AND WHERE USED, SHALL NOT CUT EXISTING REINFORCING THAT IS TO BE SAVED. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. B. C. ALL NEW OPENINGS THROUGH EXISTING WALLS, SLABS AND BEAMS SHALL BE ACCOAPUSHED BY SAW CUTTING WHEREVER POSSIBLE. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATION OF MEMBERS PRIOR TO CUTTING ANY OPENINGS. SMALL ROUND OPENINGS SHALL BE ACCOMPLISHED BY CORE DRILLING, IF POSSIBLE. WHERE NEW REINFORCING TERMINATES AT EXISTING CONCRETE, DOWELS EPDXY GROUTED INTO EXISTING CONCRETE SHALL BE PROVIDED TO MATCH HORIZONTAL REINFORCING. UNLESS OTHERWISE NOTED ON PLANS CONCRETE 15. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH UBC SECTION 1905 AND ACT 301. CONCRETE SHALL ATTAIN A 29-DAY STRENGTH OF Tc =3,0OO PSI AND MIX SHALL HAVE A MAXIMUM ABSOLUTE WATER: CEMENT RATIO OF 0.58 FOR NON -AIR ENTRAINED CONCRETE AND ORE FOR AIR- ENTRAINED CONCRETE CONCRETE SHALL BE PROPORTIONED TO PRODUCE A SLUMP GE 5 OR LESS. THE MINIMUM AMOUNTS OF CEMENT AND MAXIMUM AMOUNTS OF WATER MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE STRUCTURAL ENGINEER AND 1HE BUILDING DEPARTMENT FOR APPROVAL TAO 'LEEKS PRIOR TO PLACING ANY CONCRETE. THE CONCRETE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF. CEMENT, FINE AND COARSE'. AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CEMENT RATIO, SUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH U.B.C. 1905.1 REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY MAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR- ENTRAINED WITH AN AIR- ENTRAINING AGENT CONFORMING TO ADM C260, C494, and C618. TOTAL AIR CONTENT FOR FROST - RESISTANT CONCRETE SHALL BE IN ACCORDANCE WITH TABLE 19 -A -I OF THE UNIFORM BUILDING CODE 16. REINFORCING STEEL SHALL CONFORM TO ASTM A6I5 (INCLUDING SUPPLEMENT S1), GRADE 60, Fy=60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40, Fr40,000 PSI. NEEDED WIRE FABRIC SHALL CONFORM TO ASIA A -185. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASIA A615, GRADE 60, Fy=60,000 PSI 17. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE IN ACCORDANCE WITH UBC SECTION 1907.7. FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH OF FORMED SURFACES EXPOSED TO EARTH OR WEATHER (86 BARS OR LARGER) 2' (}5 BARS OR SMALLER) 1 -1/2' 113. NON- SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3000 PSI MINIMUM). STEEL 19. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS OF THE A.I.S.C. SPECIFICATIONS AND CODES: I. SPECIFICATION. FOR STRUCTURAL STEEL BUILDINGS - ALLOWABLE STRESS DESIGN: 2. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, AMENDED BY THE DELETION OF THE FOLLOWING SENTENCE IN PARAGRAPH 421: THIS APPROVAL CONSTITUTES THE OWNER'S ACCEPTANCE OF AU. RESPONSIBILITY FOR THE DESIGN ADEQUACY OF ANY DETAIL CONFIGURATION OF CONNECTIONS DEVELOPED BY THE FABRICATOR AS PART OF HIS PREPARATION OF THESE SHOP ORAWINGS." 3. SPECIFICATION FOR STRUCTURAL JOINTS USING ASIA A325 OR HAND BOLTS. DD STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: TYPE OF MEMBER ASIA SPECIFICATION Fy A. PLATES, SHAPES, ANGLES, AND RODS A36 36 KSI E. ANCHOR BATS A307 (EMBEDDED IN MASONRY OR CONCRETE) F. CONNECTION BOLTS A325 -X (3/4' ROUND, UNLESS SHOWN OTHERWISE) 21. ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL CONFORM TO SECTION 10 OF THE RISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, ADOPTED SEPTEMBER 1,1986. 22 ALL A -325 CONNECTION BOLTS SHALL BE APPROVED SELF LOAD INDICATING TYPES (SUCH AS BETHLEHEM LOAD INDICATOR BOLTS, LeJEUNE TENSION CONTROL BOLTS, ETC.)AND SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS 23. ALL WELDING SHALL BE IN CONFORMANCE WITH AI.S.C. AND A.A..& STANDARDS AND SNAIL BE PERFORMED BY W.AB.O. CERTIFIED WELDERS USING E70 XX ELECTRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY ANS) SHALL BE USE]. 24. METAL FLOOR AND ROOF DECKING - PROVIDE SIZE, TYPE, GAUGE AND ATTACHMENT TO THE SUPPORTING STRUCTURE AS SHOWN ON THE PLANS ALTERNATES MUST BE CONNECTED ACCORDING TO PUBLISHED LANA CRITERIA FOR DIAPHRAGM SHEARS SHONE. PROVIDE SHORING WHERE REQUIRED PER. MANUFACTURER'S PUBLISHED CRITERIA. ALL DECKING SHALL CONFORM TO THE REQUIREMENTS OF THE STEEL DECK INSTITUTE. WOO] 21 FRAMING LUMBER SHALL BE KILN DRIED OR MC-19, AND GRADED AND MARKED IN CONFORMANCE WITH WC.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO 16. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (2% MEMBERS) HEM -FIR NA 2 MINIMUM BASE VALUE, Fb = 850 PSI 'A o isc-, (3X AND 4% MEMBERS) DOUGLAS FIR N0. MINIMUM BASE VALUE, Fb = 1000 PSI BEAMS (INCL. 6X AND LARGER) DOUGLAS FIR N0. 1 MINIMUM BASE VALUE, Fb = 1350 PSI POSTS: (4X MEMBERS) DOUGLAS FIR NO. 2 MINIMUM BASE VALUE, Fa = 1300 PSI (6)( AND LARGER) DOUGLAS FIR N0. I MINIMUM BASE VALUE, Fe = 925 PSI STUDS PLATES k MISC. FRAMING: HEM -FIR STANDARD GRADE 2X6 STUDS AND PLATES: HEM -FIR STUD GRADE DECKING: (2X6 TO 4X8) HEM -FIR COMMERCIAL DEX MINIMUM BASE VALUE, Fb = 1350 PSI General Structural Notes (The fallowing apply unless shorn otherwise on the plans) 26. PARALLEL STRAND LUMBER (PST.) BOARD SHALL BE MANUFACTURED UNDER A PROCESS APPROVED BY THE NATIONAL RESEARCH BOARD. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE NATIONAL RESEARCH BOARD NUl6§R, AND THE QUALITY CONTROL AGENCY. ALL PARALLEL STRAND LUMBER SHALL BE MANUFACTURED IN ACCORDANCE WITH NER -292 SEVER WITH A. WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF LAIN 02559 WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER FE =2900 PSI, E =2000 KSI, Fw290 PSI (FOR 20E MEMBERS) FE =3100 PSI, E =2100 K51, Fr=290 PSI (FOR 21E HOLDERS) DESIGN SHOWN ON PUNS IS BASED ON LUMBER MANUFACTURED BY THE THUS -JOIST CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER, ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE LC.B.O. APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS PROVIDED. 27. STRUCTURAL NOON PANEL SHEATHING (PLYW110D) SHALL BE APA RATED PANELS WITH EXPOSURE 1 CLASSIFICATION. ROOF SHEATHING SHALL BE 1/2' (NOMINAL) WITH SPAN RATING 24/0. FLOOR SHEATHING SHALL BE 3/4' (NOMINAL) WITH SPAN RATING 40/20. WALL SHEATHING SHALL BE 1/2' (NOMINAL) WITH SPAN RATING 24/0 REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. 28. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE - TREATED WITH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETMmN UNTREATED WOOD AND CONCRETE OR MASONRY. 29. FIRE - TREATED LUMBER AND PLYWOOD SHALL BE PRESSURE TREATED WITH 'DRICON' Gil RETARDANT CHEMICALS OR APPROVED EQUAL TRIM FOLLOW -UP INSPECTION PROVIDED BY UNDERWRITERS LABORATORIES, INC. EACH PIECE SHALL DEAR THE UL LABEL OR IMPRINT CERTIFYING A CLASS A /CLASS I FLAMESPREAD RATING, AN INTERIOR TYPE A PRODUCT AND KILN DRIED AFTER TREATMENT (EAT). EACH PIECE SHALL CARRY A NATIONAL EVALUATION SERVICES REPORT NUMBER FIRE RETARDANT TREATMENT SHALL CONFORM TO UBC SECTION 207F. 30. TIMBER CONNECTORS CALFD OUT BY LIEU/it, AND NUMBERS SHALL BE ° STRONG -TIE' BY SIMPSON COMPANY, AS SPECIFIED IN INEIR CATALOG NDC -98. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE. SUBSTITUTED, PROVIDED THEY HALE IMO APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE. MANUFACTURER'S RECOMMENDATIONS, WHERE CONNECTOR STRAPS CONNECT. TWO MEMBERS PLACE ONE -HALF OF THE NAILS OR BOUTS IN EACH MEMBER. ALL BOLTS IN MOOD MEMBERS SHALL COHGODM TO ASIA A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED OTHERWISE ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED AND DRIED MD THE SANE CUBE (MINIMUM) AS MEMBERS CONNECTED. ALL SAWN LUMBER JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH P LUS' SERIES JOIST HANGERS 31. NOW FASTENERS A NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS SIZE 6d 80 IOU I2d 16d LENGTH DIAMETER 2" 0.113' 2 -1/2' 0.131 3' 0.148" 3-1/4' 0.148' 3 -1/2' 0.162' IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS,THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL B. STAPLES - THE FOLLOWING STAPLES NAY BE SUBSTITUTED FOR NAILING OF PLYWOOD (EPA RATED SHEATHING): NAIL SIZE EQUIV. STAPLE MINIMUM LENGTH 6d 16 GA 8d 15 GA 1 -3/4' 10d 13 GA. 1 -3/4' IF CONTRACTOR PROPOSES THE USE DE ALTERNATE STAPLES, THEY SHALL SUBMIT STAPLE SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUC- TION) FOR REVIEW AND APPROVAL G NAILS AND STAPLES - PLYWOOD (EPA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. 32 WOOD FRAMING NOTES-THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS A ALL NOW FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE UNIFORM BUILDING CODE MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 23 -I -Q OF THE UBC UNLESS OTHERWISE NOTED, ALL NAILS SHALL BE COMMON. COORDINATE THE SIZE AND LOCATION OF All OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. INSTALLATION OF LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (1991 REVISED EDITION.) B. WALL FRAMING ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 244 STUDS 016' 0.0 AT INTERIOR WALLS AND 2LB 0 24' O.C. AT EXTERIOR WALLS. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. 1140 2X8 HEADERS SHALL BE PROVIDED WEER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID BLOCKING AT MID - HEIGHT OF ALL STUD WALLS OVER 8' -0' IN HEIGHT. ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE TO EACH STUD WITH TIRE 16d NAILS, AND TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d 012' O.C. AND LAP MINIMUM 4' -0' AT JOINTS AND PROVIDE SIX 16d NAILS 0 4' O.C. EACH SIDE JOINT. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOW FRAMING BELOW WITH IBA NAILS 0 12' O.C. STAGGERED OR BOLTED TO CONCRETE WITH 5/8' DIAMETER ANCHOR BOLTS (WITH 7' MINIMUM. EMBEDMENT) 0 4' - O.C. UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT- UP POSTS SHALL BE NAILED TO EXCH OTHER WITH 16d 012' O.C. STAGGERED. REFER TO THE PLANS AND SHEARWALL SCHEDULE FOR REQUIRED SHEATHING AND NAILING, WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON IN- TERIOR SURFACES NAILED TO ALL STUDS, TOP AND BOTTOM PLATES, AND BLOCKING WITH NAILS 07' D.C. USE 5E1 COOLER NAILS OR 1/2' GM AND 6d COOLER NAILS FOR 5/B' DNS, PROVIDE I/2' (NOMINAL) APA RATED SHEATHING (SPAN RATING 24/0) ON EXTERIOR SURFACES NAILED AT ALL PANEL EDGES (BLOC( UN- SUPPORTED EDGES), AND TOP AND BOTTOM PLATES WITH 80 0 6' O.C. AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH 8d 0 12' O.C. ALLOW 1 /B' SPACING AT All PANEL EDGES AND ENDS C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH ANO AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE BRIDGING 0 B' O.C. AND SOLID BLOCKING AT ALL BEARING POINTS TOENAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL AU. MULTI -JOIST BEAMS TOGETHER WITH 16d 0 12' O.C. STAGGERED. UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED WITH 8d NAILS 0 6° O.C. TO FRAMED PANEL EDGES AND OVER STUD WALLS AS SHOWN ON PLANS AND 0 12 O.C. TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS /TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL ROAR SHEATHING EDGES SHALL HAVE APPROVED TONGUE - AND- GROOVE JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING ALLOW 1/B' SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 16d 0 12' O.C.UNIESS OTHERWISE NOTED AT BLOCKED FLOOR AND ROOF DIAPHRAGMS PROVIDE FLAT 2% BLOCKING AT ALL UNFRAMED PANE EDGES AND NAIL WITH EDGE NAILING SPECIFIED. AT FOLLOWS: 2X DECKING SHALL BE TOENAILED THROUGH THE TONGUE AND FACE - NAILED WITH ONE 16d NAIL PER PIECE PER SUPPORT. 3% AND AN DECKING SHALL BE TOENAILED WITH ONE 40d NAIL AND FACENAILED WITH ONE 60d NAIL PER SUPPORT. COURSES SHALL NE SPIKED TOGETHER WITH 8" SPIKES 030' O.C. (MAXIMUM) AND 0 10 (MAXIMUM) FROM THE END OF EACH PIECE SPIKES SHALL BE INSTALLED IN PREDRILLED EDGE HONES. ALL DECKING SHALL BE PLACED WITH A CONTROLLED RANDOM LAYOUT. EACH PLANK SHALL BEAR ON AT LEAST ONE SUPPORT. ENO JOINTS SHALL BE CONNECTED WITH 10 GAUGE METAL SPLINES DRIVEN INTO PRE -CUT SLOTS. TONGUE AND GROOVE JOINTS SHALL BE GLUED WITH CONSTRUCTION ADHESIVE WHERE NOTED ON PLAN. W co 0 Ed PE 1 sheet title General Structural Notes yy55�� C COFiLNVeet DUN 1 A UHHH S � A UN R _ S Group Health W, Cooperative ofPugetSountl FPN: 9A4861 C = co N Q Q c - c 0 co _ • N C D) cc cri CD Q c ui •§ N U O M N project no. 369902.02 dote 6/04/99 revisions Q 6 -2 -99 City of Tukwila Comments • 5 -18 -99 Catwalk Addition o ALL NFILL TO BE 2x6 0 24 oc w/ LUS26 HAN BEM EN 4x14 (EXIST. ) 3 Pal w/- 1155 III HANGER (T 621D YEW OPENINGS TO E HEADE 2 2 8 1 ( 2 ) '2x6 w/ LUS26 -2 HANGS S AND TRIMMED B'( (2) 296 w/ LUS26 -2 HANGERS Al FRNMING SPECIFICALLS CALLEC SOT TO REPLACE 'rtxtSil nu Mb fRx,Alnu ELEMP15. Al ELSE TO [MAIN. H A N G R ( ' 2 R OPENING PER PLNII NO ALL INFI WO BE 286 24bc / LUS26 HANGERS BETWEEN 814 (EXIST. ) J (2) 2x8 w/ LUS26 -2 HANGED 3 x1 PSL w/ H L1V3.514 HANG Framing j Plan N e t Q rA$0 0661 4124 JUN 16 1923 m wmaNnml_ Groupp Health Coop Of529et Se rati v e cund FPN. 9A4861 C .c O 0 � N Q o 2 c - 'c c o crf N . 0) CL N P L N co 75 Sci 70 ac W - O M N •:1' m N project no. 369902.02 date 6/04/99 revisions • 6 - - 9P Cily of Tukwila Comments • 6 -1899 Catwalk Addlllon sheet title �"-o-s bvlooK � Roof o q - Old 8/04 BELOW W12x26 ()I- BRACED BAY) W12026 (Exist) Joist O 24'00. (Tq. 0 2nd (1aor) 3' CONC. TOPPING OVER 2'. 20 go W2 FORM LOCK DECK (5" TOTAL DEPTH) THREE SPAN ' CONDITION GUARD RAIL (lp) (bet) Joist 0 24'oc. WO, 2nd Moor) (tie) 4n1d % HUS48 Har(rr En. End Nei AIM Location Per Aroh'I r 05012 I � ids 5.54 NOTES: 1. Al CONNECTIONS TO OCCUR IIR ON CENTERLINE OF COLUMNS k BEAN I. CANTILEVER DECK OVER W12x26 0 GRID -3, TO WITHIN 1 IF EXISTING. WALL. 3. GUARD RAIL PIPE TO BE 1/4' 5111. PIPE FULLY WELDED AT INTERSECTIONS SEE ARCH. DWGS. FOR CONFIGURATION. CANTILEVER RAIL 1' -6 AT CORNERS TYP''. 4: ALL FOOTINGS TO BE 3' -6 x 3 -6" x 1' -0" w/ (4) #5 EA WAY 5. VERIFY EYSTC. FTC. O. GRID 3 .. NOTIFY ENGINEER FOR ALTERNATE FOOTING CONFIG. ENLARGED MEZZANINE FRAMING PLAN 1/4 _ JIIN Grou ii C ofpu S FPN: 9A4861 c .. 0 V qg 63 iv CC Q Cd 0 2' c B. N C • a) N a) ' co Cd (d 2 C W Cd Cd 0 al a) � > CV project no. 369902.02 date 6 /04/99 revisions iQ 6299 Clly of Tukwila Comments 6 -18 -99 Catwalk Addition itle shee 0 Enlarged Framing W ▪ - P IRED NEU u J UN 1 8 19 g44EI iM, Q JUN 1 8 199s OAT m PM3� I i• 4 . 4 . EXISTING CONC. STEEL COLUMN L 9x40 18go. CONT. Jx 0' -9 w/ (2) L Jxt ► ®1 DECK AND TOPPING PER PLAN a DECK AND TOPPING PER PLAN ► ' L 9x4418 go. CONT. WALL k FTC. — PER PLAN BASE B & ANC. BOLTS PER 8 /S4�,� APRIPAgalla Deck at \ STEEL BEAM PER PLAN Beam 3 NOTE : EXTEND 2' -0" BEYOND COLUMN EA /4x %4 ®BOLTS _ BEAM PER PLAN El (J) EXIST. CONC. SLAB LINE OF FTC. BEYOND WHERE OCCURS (3) ¢'4 CONT. -- BEAN PER PLAN NEW FTG. E OF WAY 2' -0° Min. ► /IB Beam To Beam 2 (EAST -NEST DIRECTION) -P4 0 INXX 1 L 9x40 IBga. CONT.— DECK AND TOPPING PER PLAN '0 TYP. BOTH FLANGE TO RANGES NEB SUFFERS EQUAL TO FLANGE (2) L3 0'-9" THICKNESS w/ (3) WO BOLTS \ BE BEYOND FLANK. WEB STIFFNERS SHEAR R EQUAL E EQUAL TO RANGE TO WEB THICKNESS THICKNESS STEEL COLUMN � ka: STEEL BEAM PER PLAN — Gu 2 STD, PIPE CENTERED ON PLATE p � - Il ° x6 ° 0 Column STEEL COLUMN PER PLAN Srong Axis 5 • PER PLAN Moment Connection PL /t 0-20 - -- 08 STEEL BEAM PER PLAN Column Weak Axis 6 END CAP PLATE IH ► Moment Connection EA END 8° BEAM PER PLAN 4 9x40 18ga. CONT. Ka BASE B AND ANCHOR BOLTS TYP. B ALL LOCATIONS N47E. CUP ANGLE CONECTOR 0 FLANGE 0 SIM. CONDITION Iw. () %44 BOLT$/4x ' -0 \\ . STEEL BEAM PER PLAN STEEL COLUMN PER PLAN L TOP OF SLAB BEYOND e I/8' T/4 ° 0 � �_ p I STEEL COLUMN PER PLAN I/4 • I ' A w/ (4) ROL "0 NEB STIFENER EQUAL TO FLANGE THICKNESS ONLY w/NEB ATTACH B w/ (4) 14b BOLTS 300 HER ®X -BRACE I 1 /a. BOLT L's IN AN O w/ B 0 / AN 04ERSIZEO Nq / A x/ Brace , 2 STD. PIPE � PL /1 x6°0 (d -2 t 1 ) BEAM PER PLAN —L I4 4J /IN k_ - k= ( t-• Beam to Column at 'X' Des ► C F C C 9 XI E STING CONC. SLAB 1 NON- SHRINK GROUT— N — _ D (A ^ 7 1311,111.= Column at Foundation FOOTING SIZE AND REINF. PER PLAN 8 sheet title Interior Framing u Details ° ,47,73u et JUN 1 8 1999 PB SM4 Group Health o Cooperative of WgetSownd FPN: 9A4861 project no. 369902.02 date 6/04/99 revisions 8 -2 -99 City of Tukwila Comments L\ B -18.99 Catwalk Addition 4 /8 "0 HILTI HIT— H L 43,40 1 2 ri50 ANCHOR w/ " EMBED — — — — — BRACKET PEA 3/53.2 L Pi/x3'00/4 x 0 -5t (1) EACH SIDE LINE Cf NORIZ LEG. ABOVE GRATING BY OTHERS ]h //, I EXIST. COAL WALL \ ]ha — -- — — —' \ ° HYI5O 3 EMBED i !I ..., 2 5 3.2 I �� TOrmil C 3t/fx3 /Ext /4 x 0' -5 1) EACN SIDE / pir, i 3/31/4 , \ BRACKET PER 3/S3.2 -- r — - — EXIST. CONC. WALL 1 =JIL= 94a I T1 P. C6)8.2 FLANGE BE AW ��1 (4) WO BOLTS 2 op 3 GRATING BY OTHERS 1 0 PIPE RAIL CENTER ON SEE NEW 4' NC 18 ga. JOIST EXIST 1 40118 0 I6 TIGHT TO EXIST. CORR. LID GYP. ABOVE. LOCATE TO ALIGN w/ STUDS IN BEARING WALL MEZZANINE COMPOSITE DECK GRATING BY OTHERS DEEP LEG IRAN DEEP LEG TRACK I 0 3)3x IBga. STEEL CHANNEL PER PLAN CONFIG FOR RAIL it CONFIGURATION ,IC \ BEAM PER PLAN — B w/ ( 8 /B ° 0 BOLTS 6 WC EX ga. BOX BEAM w/ TRACT( TOP AND BOY ' \ El/4 x d - 211 5 DEL TRACK SUP JOINT L w/ X10 TEE SCREWS EXIST BEARING WALL MEZZANINE BEAM \ \ ♦„ ] I 5 6 CRIPPLE WALL ii (ry t109EK SCREW 0 6 oa (4 LIS, TIP.) Extended One Hour Lid , 4 C._.) GRATING BY OTHERS 94'o nun HIT HY150 ANCHOR w/ L ax 3x /a 2 EMBED �X M 0 I ' } I ~ 2° MIN. r° I STEEL STRINGER PER PLAN STEEL ANGLE OR PREFAB. TREAD 1 H I / ' STEEL STRINGER PER PLAN / \ ` EXIST. STEEL BEAM L 3x) /4 x %- w/ (2) 3 je'o BOLT 8 EC, EC _ STEEL CHANNEL PER PLAN `R6 (2) 8 /B'0 BOLTS \ 7 9UN r 3 T1a9 C u c Typical Ledger Detail 9 6 T)6Iq -0I3 Group Health Cooperative of PagetSOun❑ FPN: 9A4861 C -C O CO N • Q c O c - c Co O Cd N c ' C N LE Q c ' c o L. as uogg— • d" f � N project no. 369902.02 date 6/04/99 revisions �1 6.2 -99 City of Tukwila Comments 8 -18 -99 Catwalk Addition sheet title Catwalk Framing Details FE g E { 199 5_ pry I A 15159 IroErmee P EP E