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Permit 6583 - Gateway Corporate Center - NEW OFFICE/WAREHOUSE BUILDING
4-11 C l) b-1 1- • , • c19 anai A b'M FOR M OF DATE PHONE AVENFOOF M ESSAGEIlk SIGNED • ()NED :FIETURNED YOUR'CALL of-W WILL CALL fsEE:YOU TOPS FORM 4003 October 30, 1991 Ann Siegenthaler City of Tukwila 6300 Southcenter Blvd Tukwila, WA 98168 RE: Letter of Credit — Gateway Corporate Center - Bldg 9 Dear Ann, BELFORD PROPERTIfs RECEIVED CITY OF TUKWILA OCT 30 1931 PERMIT CENTER We request that the Planning Department approve the Bldg. No. 9 landscape and irrigation construction. As of this date, the only incomplete items are 32 Austrian Pine trees. These trees are grown in Oregon and are transplanted only in optimum conditions of rainfall and temperature. The trees for Bldg 9 are scheduled to be dug tomorrow, October 31, and will arrive at the site between. Tuesday and Thursday of next week; installation will be complete by the end of the day on Friday, November 8, 1991. Please accept this letter as our assurance that the remaining trees will be installed by the end of next week. In addition to Bldg 9, the Landscape Contractor is currently working on three of our other projects: Bldg 8 at. Gateway, and Bldgs 5 &' 6 at Gateway North. We are also keeping approximately 10 existing Cottonwood trees at the location of the Austrian Pines. (These were originally scheduled to be removed.) If you have any questions, please give me a call. Sincerely, Robert Hart Project Manager Bedford Properties, Inc. 12720 Gateway Drive Telephone A Diversified Real Estate Suite 107. 206/241-1103 Development and • Seattle, Washington Fax Management Company 98168 206)241 -2191 • /WI : Bedford Properties .*. 241 -1103 4DDRESS 12720 Gateway Drive, Suite 107, Seattle, WA �' �P 98168 CONTRACTOR Steve Gwinn Associates PHONE 367 -9393 ADDRESS 12535 15th Avenue N.E., Seattle, WA ZIP 98133 NA. ST. CONTRACTOR'S LICENSE # STEPHGA099BP EXP. DATE 1 - 10 - 92 ARCHITECT LPN Architects & Planners, Inc. PHONE 583 -8030 ADDRESS 1127 Pine Street, Suite 300, Seattle, WA ZIP 98101 ISE `� • / / . CODE C ' / 1 : :.,..... • t.00R SQUARE F OCC. .AD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCC. LOAD i rOTAII . :ATV OF TUKWILA )ept. of Community Development - Building Division 300 Southcenter Boulevard, Tukwila WA 98188 ?06) 431 -3670 3UILDING 3 ERMIT NO. )ATE ISSUED: PROJECT . INFORMATION S ITE ADDRESS 'ROJECTNAMElTENANT Gateway Corporate Center Bldg 9 TYPE OF (x) New Building Li Addition U Tenant Improvement (commercial) Li Demolition (building) O Grading/Fill WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: )ESCRIBE WORK TO BE DONE: Construction of 1 -story shell only, 47,260 square foot office /warehouse building. fY OF7 N T.: year 1988 FIRE PROTECTION: Sprinklers (] Detectors 0 N/A ZONING: ;ONDITIONS other than those noted on or attached to ermit/•lans `APPROVED FOR SSUANCE BY: SIGNATURE: PRINT NAME: CERTIFICATE OF OCCUPANCY NO. N I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of lay and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. T 13035 Gateway Dr ivy BUILDI13 PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) FEES DESCRIPTION ,;::: BUILDING PERMIT FEE 2 '722:00: 4.50 PLAN:CHECK:FEE' :: BUILDING SURCHARGE . • RCPT "E:r1 .1_3111011123111 aiMAINIUMUI .�07 -� • 1' ER: TOTAL 6,91.4.50 PLAN CHECK NO.: 91 -060 SUIT # BUILDING OFFICIAL DATE: COMPANY: DATE ISSUED: VA 1EOFCONSTRUCTIO .$ 1,324,272.00 ASSESSOR ACCOUNT # 000480 - 0015 SETBACKS: N - S - E- W - UTILITY PERMITS REQUIRED? 0 Yes (rolic — 0 No Public Works) BAR/LAND USE CONDITIONS? 0 Yes 0 No DATE: `t/ This permit shall become null and void if the work is not commenced. within 180 days f %m; the :date af issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection: HERMIT NO. CONTACTED N o�,1� DATE READY DATE NOTIFIED !im I' ^_ q BY: PERMIT EXPIRES 2nd NOTIFICATION 3RD NOTIFICATION BY: (init.) BY: AMOUNT OWING q 7 BUILDING PERMIT APPLICATION TRACKING PLAN CHECK NUMBER C1t PAR;TME. BUILDING - initial review FIRE 1 4 PLANNING k PUBLIC WORKS 0 OTHER M BUILDING - final review 5 -I I REVIEW COMPLETED ( ROUTED INIT: INIT: ? 4)74( PROJECT NAME 6 _ °die. SITE ADDRESS J DEPARTMENTAL REVIEW - brn'itk.e "X" in box indicates which departments need to review the project. ZONING: it -J REFERENCE FILE NOS.: '`IIMUM SETBACKS: N• UTILITY PERMITS REQUIRED? PUBLIC WORKS LETTER DATED: l Ij'i'11U 1211 SUITE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) FIRE PROTECTION: Sprinklers FIRE DEPT. LETTER DATED: 3,- Z) - 9 f INSPECTOR: 5 ) yJ NS LTANT: UIREME Date Sent . .:.:........................... BAR/LAND USE CONDITIONS? Detectors N/A TYPE OF CONSTRUC BC EDI IO (year): to-tAc - - -_ __.....__...... _......,.,.... . . ............. . ........, (206) 433 -1849 DESCRIPTION :: AMO.UNT. RCPT. # DATE �: r ;" I .tom; PLAN CHECK � NUMBER APPLICATION MUST BE FILLED OUT COMPLETELY PLAN CHECK' FEE : -00 IMODIffiniii ;: c - , . - ENERGY SURCHARGE ER: ;: TOTAt. - BEMEMENIBEENNEMBI BrigfEM . SITE ADDRESS SUITE # 13035 GATEWAY DRIVE VALUE OF CONSTRUCTION - $ $1,324,272 PROJECT NAME/TENANT GATEWAY CORPORATE CENTER BUILDING 9 ASSESSOR ACCOUNT # , 000480 -0015 TYPE OF New Building U Addition U Tenant Improvement (commercial) U Demolition (building) WORK: Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other DESCRIBE WORK TO BE DONE: SHELL ONLY 47, 260 SQUARE FEET CONSTRUCTION OF 1 -STORY OFFICE /WAREHOUSE BUILDING WITH MEZZANINE POTENTIAL BUILDING USE (office, warehouse, etc.) OFFICE /WAREHOUSE NATURE OF BUSINESS: INCUBATOR OFFICE SPACE WITH WAREHOUSE STORAGE WILL THERE BE A CHANGE IN USE? • No • Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: 47,260 Tenant Space: N/A Area of Construction: 47,260 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? ® No ❑ Yes IF YES, EXPLAIN: SHELL ONLY CONSTRUCTION WILL NOT STORE HAZARDOUS MATERIALS, INDIVIDUAL TENANT IMPROVEMENTS WILL REQUIRE CITY REVIEW OF USE PROPERTY OWNER BEDFORD PROPERTIES PHONE 241 -1103 ADDRESS 12720 GATEWAY DRIVE, SUITE 107, SEATTLE, WA ZIP 98168 CONTRACTOR STEVE GWINN ASSOCIATES PHONE 367 -9393 ADDRESS 12535 15TH AVE. N. E. , SEATTLE, WA ZIP 98133 WA. ST. CONTRACTOR'S LICENSE # STEPHGA099BP EXP. DATE 1 /10/92 ARCHITECT LPN ARCHITECTS & PLANNERS, INC. PHONE 583 -8030 ADDRESS 1127 PINE STREET, STE 300, SEATTLE, WA ZIP 98101 CITY OF TUKWWILA Department of Community Development - Building Division ER' ORR BUILDING OWNER OR AUTHORIZED AGENT ADDRESS DATE APPLICATION ACCEPTED BUILDIN PERMIT APPLICATION FEES (fer staff use only) EXA�MEI PRINT NAME ROYCE A. BERG /LPN ARCHITECTS 1127 PINE STREET, SUITE 300 DATE DATE APPLICATION EXPIRES PHONE 583 -8030 CITY /ZIP SEATTLE 98101 CONTACT PERSON PAUL R. COPPOCK /LPN ARCHITECTS PHONE 583 -8030 APPLICATION SUBMITTAL In order to ensure that your application Is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community DAvelopmAnt prior to application submittal. Contact the Permit Coord'.nator at 133 - 1851 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433 -1849. �s�rrarrea- .(321•Structural'oaldulationsittaiyip041*.4.y . ..$611! by a Washington State Hoonsedenlneor [J survey Energy calculations stamped by a Wathlngtan State licensed • .,...... • • . •• • •• • .Suctura1 drawings drawings Elevations Completed uthit)' permit application (one for entire pi SIx (8) sets of c*vd drawings 8, for • . . " RA CK1V.IPHAGg, Completed building permit apptfcation AsessorA�ount Number Two (2) sets of ptsns WhIth ndud, ... • :•:: ••••• ....„:„.....,:„ °.4:41.:s:,,....,:..,:.i:.:iiii.::::..........„.,..,:::„,..,,:....;,,:,...:..,....:.........„,...0.11::00. ... ....' ;eidt: - •: .. ,i 0 L. :........ :::..,. : .:,,..,:.,...: i . ontf ....:,...:. . 1:", 0 (ho '::::''': disne plan .‘ ... NOT i . *ay .,_ iiiletOlt !"10 „..,:., . .... nsion p l a n .., ; •,-::-...... . „........ .. --•••". •:::';ii;;"...i':•;1:4.1;i O'''•!;fi44...!.."ieii....,....„....t!"71::..1..... *000poi • • .. • ..-....::::..:•,...:::::.:::,.....::::::::.:.,...:„.::::::.:•.....,.......... ...•.•.. 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O K 9 I Grade /Fill Hauling X Landscape Irrigation Moving an Oversized Load L.- `,% C{ / '— /(9- -Cj 1 'T- b 41 x Sanitary Side Sewer SS C7i3 -q 1 Sewer Main Extension (private) Sewer Main Extension (public) )( Storm Drainage 6D mQ —cl 1 Water Main' Extension (private) Water Main Extension (public) Water Meter (exempt) size: No.: °Deduct C] Water Only X Water Meter (permanent) size: ( 9 I 1 No.: I U') iril nil e ossi Water Meter (temporary) size: No.: Other: Other: � . • F. A.- RECEIVED TYPE OF REVIEW I ∎I I TO PWD i :, •: APPROVED ;: 'I E REQUESTED COMMENTS & Si -I Wil - I JECT NAME Guktewa, etri ct SITE ADDRESS PLAN CHECK NUMBER qJ� o ROUTING PERMITS REQUIRED UTILITY P'OJECT TRACKING CHECKLIST CONDITIONS OF PERMIT ISSUANCE OR FINAL SIGN -OFF OF PROJECT CITY OF TUKWILA CENTRAL PERMIT SYSTEM ENGINEERING DIVISION 6200 SOUTHCENTER BLVD. TUKWILA, WA 98188 (206) 433 -1845 SITE ADDRESS GATEWAY BUILDING 9 ),..77 Gedz2UUc3 cbr PROPERTY OWNER Bedford Properties ADDRESS 12720 Gateway Drive Suite 107, Seattle ENGINEER Barahausen Consulting Engineers. Inc. ADDRESS 18215 72nd Ave. S.. Kent CONTRACTOR ADDRESS PERMITS REQUESTED x Sewer Main Extension (private) x Sewer Main Extension (public) x Water Main Extension (private) Water Main Extension (public) x Excavation (in public right -of -way) x Fire Loop /Hyd.(main to vault) No: 1 Sizes: 8" x Landscape Irrigation x Sanitary Side Sewer No: x Water Meter - Permanent: No: 1 Sizes: 1 -1/2 Meter Address (if different from site address) Water Meter- Temporary: No: Sizes: Water Meter- Exempt: No: 1 Sizes: 1 -1/2 Meter Address (if different from site address) WATER METER DEPOSIT NAME ADDRESS CITY, ZIP PHONE MONTHLY SERVICE BILLINGS (l water Q sewer [] metro NAME ADDRESS DESCRIPTION OF PROJECT (� Single Family Residential [[ Multiple Dwelling: No. units I (23 /UPA) J Duplex Hotel x SSG Corp. (Steve Gwinn Assoc.) 12535 15th Ave. N.E.. Seattle .■•• xQ Commercial /Industrial: MISCELLANEOUS INFORMATION t UTILITY PERMIT APPLICATION (please print) NAME ADDRESS CITY, ZIP PHONE Triplex 21 Motel Apartments Other Office Q Warehouse 3111 Retail School /College /University Li Church Other New Building: Square footage 47.260 Remodel /Addition: Square footage of original building space Square footage of additional building space King County assessors valuation of existing structures $ Valuation of work to be done $ 1.324.272 I HEREBY CERTIFY THAT I HAVE READ THIS APPLI Applicant /Authorized Agent (signature) (print name) ROYCE Contact Person (print name) DAN BA MELLI Address 18215 72ND AVE. S., KENT WATER METER BILLING /REIMBURSEMENT [[ standby CONTROL # L'( I a(n c PHONE 241 -1103 ZIP 98168 PHONE 251 -6222 ZIP 98032 PHONE 367 -9393 ZIP 98133 Curb Cut /Access /Sidewalk Channelization /Striping /Signing Hauling Moving an Oversized Load Storm Drain Other Other PHONE ZIP [J Condominiums Hospital Manufacturing NOW THE SAME TO BE TRUE AND CORRECT. DATE p/ ��4r PHONE 5R3 -8f13O PHONE 251_6222 ZIP 98032 CITY OF TUKWILA 6200 SOU THCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 TO: l4? FROM: 5 hie . . I DATE: Jo`YL u C)• 4 ) (9q ) SUBJECT: •e .4 _ C 1 C,- a O W C Corp. c-e n-` e r f3ld \ai ► co a ► •d ,i361c1Io2 UoA ua -; \f ax -- o., 1 \pr( 0C-0 « -e J4) oar-o. 1Uc Q ( one 0 vco r 0 )(4 Luck MEMORANDUM e kvc k ao et -For .511.el 1 on • PHONE # (2061433.1800 lqqo Gant' L. VanDusen, Mayor r9 ?Qfyfi* Lf J VC .OD e an CheL_K o? 00 U r C ti O , . O .a_' --r6t-c7(0)9 Participants: Date: 61•10 221 t CAN O 4vi,pr Project Name: Project No.: • • :• gallg;; Subject: Phone Coriiersation In- Person Meeting [ ) Location: Summary: Pt12 Qv"- Comk*2,SPirwo wg Wlt,t✓ iRE VIIRE- 5 'P'eeia'L . PffuGo►-'CLnt3_s i1'► • • L AO it. ?P' DYJ ' , Pr DM DP- • b • . To so • s *Am OM PO44 ef'Jfo 0 b4 t - '2 2 2 .D Co °5 00 Go • 'QjU bets cs %2 op w Pee. cD1 5 Action Required: BY: Ulm cc : 37--- Initiated By: t1P►� .:CORD OF CONVERSATION LPN /ROYCE A. BERG ARCHITECTURE AND PLANNIN 1127 PINE STREET, SUITE 300 SEATTLE, WA 98101 (206) 583- 8030/583 -0708 (FAX) F 0. - 1 Ann ALA - PT. rim wm M5 1\1 Zoc? • RICHARD HUDSON 8e ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206 - 324 -6160 t� ,3,5 1a /`z L.ucu.. ( i DEL. Ic aa7 H mo ; . .i i ! ( i a. t'ur+e0 (41 . I.5 .. sPC . urcr ..THr - 1pit+ .r .. p EP7'i+.. ..._. it .~Tr�i . x sTt � .Tuarat:�7 I..c • 3 _; .."411.4 -i n t2. 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I. _ }.. _ ti . ,.. . I . 4 . { I i 1 t . =1Si:4,S- .... f tjJ ,... .47 . ��► �!1 � { " t f { RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206 - 324.6160 LA Pt.c.. s ( )+ '4,($)i %(t? j I I 3 °� 6_3I .......... ! ► (.�� .1375 .. � I c (IZ:VtUJ • . • ( ....ado i4..... ' ., ....... 1... JOB 5 ED F F cART7 SHEET NO OF DATE CHECKED BY DATE SCALE CALCULATED BY C" " I o Loki. 1 r� G `t 9 -7 - ..1. 3. ?. RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206-324-6160 1 ...."ANNE. 1 ....u%i . ...i 1 - ii I I 1 -• • 1 ; 1 -; - -1- I 1 ; . , 5 1 1 , 9•: i t 4 t8 9 1 i 1. 1 THP _thy r. , i i • 1, 1 i 1 1 1 1 , 1 1 ,' .1 • „ "DE-IPLINes . i. 77 51,4141,.......... I " ' I i 1 i T 1 I ! I 1 , 1 i -1 • i I , 1 ' • -; • 1 1 I 1 1 ! 1 : .1 - • ; _•,. Tr:i 7 .. .t fri...... tiN2 j q,.. • ,T...AN..tir!.L.4f.61.11.11.(00... 1 (N .... 4. -- -- I - . - .-- - 1 - .....p.r.............1..7.=:.7'11..........,........I.IlaNa„......elopsiloap., It- , ! 4.- 1, - 1- 1-- -1-• , i -, .1 1,7 .f_KI tat, 4,00:2.1.4,,C....7.., _..14.0.7.4.,......,....„ .... .... j . • ■ 1 I I i 1 T 1 1 4CA, JOB O ?top SHEET NO. 5 CALCULATED BY C..%) DA OF TE CHECKED BY DATE SCALE • r 1 4 FEB 141:19911 )ESi LVO, INC. BEDFORD PROPERTIES. JANUARY 2,4, 1991 NW 90052 ' CITY Of TU'O/III1 APPROVED MAY 15 195I OUTLINE SPECIFICATION GATEWAY CORPORATE CENTER .BUILDINGS 8 AND 9 RECEIVED CITY OF TUKWIL FE8 711 PERMIT CENTER OUTLINE SPECIFICATION GATEWAY RETAIL AND OFFICE /WAREHOUSE BUILDINGS 8 AND 9 January 24 , 1991 BEDFORD PROPERTIES 12720 GATEWAY DRIVE SUITE 107 SEATTLE, WA 98168 PREPARED BY LPN ARCHITECTS & PLANNERS, INC. PINE STREET, SUITE 300 SEATTLE, WASHINGTON 98101 PROJECT NUMBER: NW 90052 RETAKE Of PREVIOUS DOCUMENT FEB :9 1 :1991) MAHAN 6 CPL , 1NC . OUTLINE SPECIFICATION GATEWAY CORPORATE CENTER BUILDINGS 8 AND 9 BEDFORD PROPERTIES JANUARY 2.4, 1991 •: .NW 90052. RECEIVED CITY OF TUKWILA E B 7 Tbi PERMIT CENTER OUTLINE SPECIFICATION GATEWAY RETAIL AND OFFICE /WAREHOUSE BUILDINGS 8 AND 9 January 24, 1991 BEDFORD PROPERTIES 12720 GATEWAY DRIVE SUITE 107 SEATTLE, WA 98168 PREPARED BY LPN ARCHITECTS & PLANNERS, INC. PINE STREET, SUITE 300 SEATTLE, WASHINGTON 98101 PROJECT NUMBER: NW 90052 LOCATION: CODE: ZONING: SEISMIC: BUILDING AREA: Bldg 8 Bldg 9 SITE AREA: Bldg 8 ± 79,923 S.F. Bldg 9 ±200,213 S.F. IMPERVIOUS SURFACE: Bldg 8 ± 66,474 S.F. Bldg 8 ±163,949 S.F. COVERAGE: Bldg 8 Bldg 9 BUILDING SETBACKS: ALLOWABLE HEIGHT: Bldg 8 Bldg 9 PARKING REQUIRED: Bldg 8 Bldg 9 PARKING PROVIDED: Bldg 8 Bldg 9 V -N (Sprinklered) V -N (Sprinklered) B -2 (Retail) B -2 (Industrial) PROJECT SUMMARY Tukwila, Washington UBC 1988 Edition, Current City of Tukwila Building Regulations M -1 (Light Industry) Zone 3 CONSTRUCTION TYPE: Bldg 8 Bldg 9 OCCUPANCY: Bldg 8 Bldg 9 ALLOWABLE FLOOR AREA: Bldg 8 48,000 S.F. (100% separation three sides, sprinklered) Bldg 9 Unlimited (60 -foot yards, four sides, sprinklered, multi- story) ± 17,200 S.F. 47,260 S.F. (future mezzanine /second floor to be constructed with tenant improvement work) ± 21.5% Building ± 83.2% Impervious Surface ± 23.6% Building 81.6% Impervious Surface 25 feet front yard 5 feet rear yards 0 feet side yard 115 feet (per zoning) 40 feet (per UBC) 115 feet (per zoning) 40 feet (per UBC) 43 stalls (2.5/1,000 S.F.) 48 stalls (1 /1,000 S.F.) 120 stalls (7.0/1,000 S.F.) 308 stalls (6.5/1,000 S.F.) 90052 Outline Spec - 2 OWNER: CONTRACTOR: ARCHITECT: CIVIL: LANDSCAPE: STRUCTURAL: PROJECT TEAM BEDFORD PROPERTIES 12720 Gateway Drive Suite 107 Seattle, WA 98168 (206) 241 -1103 fax 241 -2191 Robert Hart SSG CORPORATION 12535 15th Avenue N.E. P.O. Box 33978 Seattle, WA 98133 (206) 367 -9393 George Minniear LPN ARCHITECTS & PLANNERS, INC. 1127 Pine Street Suite 300 Seattle, WA 98101 (206) 583 -8030 fax 583 -0708 Paul R. Coppock BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72nd Avenue South Kent, WA 98032 (206) 251 -6222 fax 251 -8782 Dan Belmelli BRUMBAUGH & ASSOCIATES 133 7th Avenue West Kirkland, WA 98033 -5301 (206) 822 -5895 fax 822 -1105 Mark Brumbaugh HUDSON & ASSOCIATES 1605 12th Avenue Suite 18 Seattle, WA 98122] (206) 324 -6160 fax 324 -6248 Richard Hudson SOILS ENGINEER: GEOENGINEERS, INC. 2405 140th Avenue N.E. Suite 105 Bellevue, WA 98005 (206) 746 -5200 fax 746 -5068 Jay Gordon MECHANICAL: Bid - Design Through General Contractor ELECTRICAL: Bid - Design Through General Contractor PLUMBING: Bid - Design Through General Contractor IRRIGATION: Bid - Design Through General Contractor 90052 Outline Spec - 3 OUTLINE SPECIFICATIONS - OFFICE /WAREHOUSE AND RETAIL BUILDINGS DIVISION 1 GENERAL REQUIREMENTS The following list of major items and proposed assemblies are intended as a guide and as such are subject to minor changes or substitutions when deemed necessary by the Architect and in the best interests of the Owner. A. Testing: Laboratory services, field compaction and density, concrete cylinder tests paid for by Owner. B. Temporary Facilities: Utilities: electricity, lighting, heat and ventilation, telephone, water, sanitary facilities, first aid facilities, and temporary field office to be provided by General Contractor. General Project Information A. Statement of Compliance: The structures shown on the Drawings and described in the Outline Specifications is in accordance with the program outlined by Bedford Properties. B. Pro.iect Description: The proposed buildings are a 1 -story office /warehouse facility with mezzanine potential and a 1 -story retail facility for single tenant or multi - tenant use. Location is as indicated on the Drawings. The buildings are composed of painted concrete tilt -up panels with a panelized roof system consisting of glue - lam beams and lumber framing units. C. SCOpe of Work: 1. Off -Site Work: there will be no off -site work required by the General Contractor except access connections, utility drainage connections and landscape of undeveloped street right -of -way with street sidewalks and curb extension as required by City. 2. On -Site Work: the General Contractor shall provide all on -site work as shown on the Drawings, including but not limited to: a. Site clearing, excavating, filling and grading and surcharge b. All required site drainage to storm system c. All site utilities to public systems d. Paving, curbs e. Site lighting system 90052 Outline Spec - 4 3. Building: Building shell work shall consist of entire building envelopes. Pre- improvement work within tenant areas shall consist of: DIVISION 2 - SITE WORK DIVISION 3 - CONCRETE DIVISION 5 - METALS a. Finished or unfinished walls and suspended ceilings with recessed light fixtures as indicated on drawings b. Electrical services including exterior service A. Soils investigation report and recommendations to be supplied by Owner. Legal description and certified land survey shall be as provided by Owner. All excavating, filling, grading, paving work and soil bearing capacities shall be coordinated to findings and recommendations of soils investigation report. Drainage structures and lines shall conform to City Standards. Landscaping and Irrigation A. Landscape shall be as indicated on landscaping plan. Provide automatic irrigation system with proper operation and meeting City requirements (Bid - Design). A. 2,500 p.s.i. standard weight concrete for all slabs on grade, unless otherwise specified higher by Structural Engineer. 3,000 p.s.i. for all other concrete, unless specified higher by Structural Engineer, on structural drawings. B. Reinforcing Steel - ASTM A -615 grade 40 deformed new billet steel, unless otherwise specified higher by Structural Engineer. DIVISION 4 - MASONRY - NOT USED A. jj ght Metal Framing - Shall conform to Gypsum Association GA- 203 -71. This includes studs, track, bracing, hangers, carriers, furring channels, anchors, fastenings, and other items necessary to provide complete installation in the locations indicated. B. Structural Steel Studs - Shall be gauges as shown on Structural Drawings. Studs of 14 ga. or 16 ga. shall be formed from steel conforming to ASTM A 570, except minimum yield point shall be 50,000 p.s.i. unless otherwise specified by Structural Engineer. 90052 Outline Spec - 5 c. Retail - lighting at 70 footcandles at 3 ft. from floor C. Structural Steel Pipe Columns - Shall comply with ASTM A -53, Grade B. D. Miscellaneous Steel Shapes - Shall comply with AWS standards. DIVISION 6 - WOOD A. Roof Systems - Wood glue -lam beams with lumber framing units and wood roof deck. Sizes and spacings to be selected by Structural Engineer, and as indicated on Structural Drawings. Carpentry A. Rough Carpentry: Shall comply with the Uniform Building Code, Volume 1, Chapter 25, "Wood ". Sizing, nailing, and bolting shall be as shown on Drawings and per Structural Engineer's calculations. Finish Carpentry and Millwork A. Quality Standards: All work of this Section shall be manufactured in accordance with standards established by the Woodwork Institute of California as defined and detailed in the 1988 Edition of the Manual of Millwork, including all amendments. Items shall be grade stamped as applicable and Compliance Certificates shall be furnished covering all items, certifying that the products furnished fully meet the requirements of the quality standard. All work shall be "Custom" grade. All lumber shall be free from structural defects and surface imperfections which, in the opinion of the Architect, render it unsatisfactory for the intended use. Except as otherwise specified, grades of all finished lumber and millwork are those of the quality standard best commercial grade normally used for purpose. All lumber shall bear the appropriate grade marks. Trim material shall be Red Oak. DIVISION 7 - THERMAL & MOISTURE PROTECTION A. Wall Insulation: At retail areas only, exterior stud framed walls shall be provided with batt type insulation having an R -11 value for insulation only. A polyethylene vapor barrier shall be provided on the inside surface of the metal studs up to structural slabs or roof deck, if a foil back drywall is not used. B. Roof Insulation: Roof deck and insulation shall be foil faced fiberglass batt R -19 for insulation only, or approved equal. C. Built -Up Roofing System: 4 -ply built -up roof membrane shall be Conglas (Consolidated Fiber Glass Products Co.) ND -24 -CAP, Class A, 20 year specification, or approved equal, over nailable deck for slopes of 0 inch to 1/2 ". Cap sheet shall be white color unless otherwise selected by Owner. The entire roofing system and installation shall have a manufacturer's 10 year premium roofing guarantee (Systems IV). 90052 Outline Spec - 6 1. Sheet Roofing System - Alternate: Torch -on modified bitumen roof membrane shall be Owens- Corning Fiberglas Corp. "Derbigum" SP 3D2- NC, Class A, or equal. Miner cap sheet to be white color. The entire roofing system and installation shall have manufacturer's ten year unilimited dollar coverage roofing guarantee. D. Sound Insulation: Provide sound attenuation insulation such as Owens - Corning 3 -1/2 inch (R -11) fiberglass noise barrier batts, or equal as indicated on Drawings. Sound insulation shall conform to applicable ASTM Sound Testing Standards of the Owens- Corning product specified Friction -fit for widths as required to suit frame spacings. E. Standards: NRCA Roofing and Waterproofing Manual Specifications and Recommendations and other recognized industry standards for good roofing practices for the system(s) specified which shall be applicable to work of this section with the same force and effect and though included herein. In the event of conflicts, the manufacturer's specifications, details and recommendations shall govern. Roof Accessories A. Roof Hatches: Ladder hatches shall be aluminum, type L 2' -6" x 3' -0" with integral insulated curb, Bilco Products, or equal. B. Roof Access Ladders: Steel per OSHA Standards. Provide cage per OSHA for height requirements to roof hatches. C. Flashing and Sheet Metal: Shall be galvanized iron; minimum gauges as recommended by Sheet Metal and Air Conditioning Contractors Association. Roof vents and roof hatches shall all be code - approved and installed as per manufacturer's specifications. The roofing membrane and related metal counterflashing systems shall be installed by the same contractor for a single source of responsibility for a complete watertight installation. D. Sealants and Caulking I. Expoxidized polyurethane terpolymer sealants, three -part complying with FS- TT- S- 00227E, Class A, Type II, and ASTM C920, Type M, Grade NS, Class 25, for general use as exposed building construction sealant. Type shall be Dymeric by Tremco, or equal. 2. Oleo- Resins caulking compound complying with FS -TT -C -598, non- staining, non - bleeding and paintable. 3. Gasket materials to be cellular elastomer preformed closed cell, ASTM 01056. 4. Other types of sealants and caulkings as described elsewhere in the Specifications, or as required and recommended in manufacturer's standard specifications as applicable. 5. Colors to match adjacent materials to the maximum extent possible. 90052 Outline Spec - 7 DIVISION 8 - DOORS AND WINDOWS A. Hollow Metal Doors: Flush, 16 ga., smooth edges; 18 ga. panel skins; mortise and reinforce for hardware. B. Window Wall and Sidelight System: Strip window framing to be 1 -3/4 inch x 4 -1/2 inch glass system for 1 inch insulating glass and for 1/4 inch glass, 450 series, clear anodized aluminum by US Aluminum Corp., or equal. Provide test reports substantiating manufacturer's data for air and water infiltration, thermal and structural performances. Latest UBC requirement shall govern windload based on the location of the building. Contractor shall provide a written 5 year guarantee for manufacturing or installation failures of the system. C. Entrance Doors: Clear anodized aluminum and glass entrance doors by US Aluminum Corp., or equal. Door type 250 with manufacturer's standard push bar and pull plate, surface closer, top and bottom 4 -1/2 inch x 4 inch butt hinges, Adams -Rite MS 1850A Deadlock, weatherstripping and 1/2 inch x 4 inch mill finish aluminum threshold. Glass Systems A. Building 8 - Glass Types: 1. Vision Windows: 1 inch insulating panel, PPG clear glass outdoor and indoor light. 2. Spandrel Glass: 1/4 inch heat strengthened PPG Graylite 14 tinted flat glass. B. B iu ldina 9 - Glass Types: 1. Vision Windows: 1 inch insulating panel, PPG Graylite 14 outdoor light and clear glass indoor light. 2. Doors and Sidelights: 1 inch insulating panel to match vision panels. Tempered glass in doors and where indicated on drawings and required by code at sidelights. C. Miscellaneous Shapes: Provide aluminum break metal shapes at window sills in minimum 0.625 gauge or sufficient gauge for supports and spans as recommended. Anodized finish shall match aluminum window framing system. Hardware Furnish all hardware to complete the work indicated on the Drawings. Provide all trim attachments and fastenings required for a proper and . complete installation. Comply with the requirements of Underwriter's Laboratories, Inc., for all fire rated openings. A. Cylinders: All lock cylinders to be by single manufacturer with removable cores, by Best Lock Corporation, or equal. The following products referenced establish minimum standards of utility and quality 90052 Outline Spec - 8 B. Styles and Finishes: Generally, lockset and latchsets shall be lever handle hardware. All hardware finishes, unless otherwise selected shall be US26D, satin chrome. and will be subject to final review and approval by the Owner and Tenant. Hardware Schedule A. Hardware Group A (Aluminum & Glass Single Entry Doors) CO AR AR US PK US Cylinder Deadlock latchset Inside Paddle QU Pull US Set Hinges Closer Threshold Weatherstripping B. Hardware Group B CO Cylinder AR Deadlock AR Inside Paddle US Flush Bolts QU Pulls 5283 each side (US26D) MST 1890 -628 satin aluminum finish 4590 -02 -01 -628 latch paddle device, satin anodized aluminum finish 521 outside door pull, US32 Manufacturer's standard complete offset pivot series OP400, or as required for type and size of door. US26D finish. Manufacturer's standard concealed overhead for offset pivot hinges, single setting, series "Jackson JED -201" with hold -open. 276A x 290AV with vinyl seal, or manufacturer's standard if similar. Natural aluminum finish. Manufacturer's standard mounted in jambs and head door stops. (Stainless Steel & Glass Double Entry Doors) 5283 each side (US26D) Active leaf: MST 1890 -628, satin anodized aluminum finish 4590 -11 -01 -628 Latch Paddle on Active Leaf, satin anodized aluminum finish Inactive Leaf: DH 008 top and bottom, clear aluminum finish. 521 each door, each side inactive, outside inactive leaf, satin anodized aluminum finish, US26. 90052 Outline Spec - 9 B. Hardware Group B (Stainless Steel & Glass Double Entry Doors) contd US US PK US Note: Group B, Double Entry Doors requires a sign to be placed adjacent to inactive door which states - "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS ". Per UBC requirements. C. Hardware Group C (Single exterior service /entry doors) 90052 CO HG CO PK PK IV Set Hinges Closer Threshold Weatherstripping Lever lockset Butt hinges Closer Threshold Weatherstripping Lock Guard D. Hardware Group D (Interior utility room doors) CO Lever Latchset W760L -9557, US26D, both sides HG Butt Hinges BB1279, 4- 1/2x4 -1/2, US26D CO Closers Series 120SNB, SBL without hold open BB Wall Stops F8061x, US26D, gray bumper PK Smokeseal S88D E. Hardware Group E (Pair exterior service /entry doors) CO Lever Lockset HG Butts CO Closer PK Threshold PK Weatherstripping Manufacturer's standard complete offset pivot series OP400,or as required for type and size of door. Manufacturer's standard concealed overhead for offset pivot hinges single setting, series "Jackson JED -201" with hold -open. 276A x 290AV with vinyl seal, or manufacturer's standard if similar. Manufacturer's standard mounted in jambs and head door stops, DA350 /DT350 at meeting stile with adjustable astragal. 760L -9543, US26, both sides BB1279, 4 -1/2 X 4 -1/2, US26D Series 120 -SNB, spray finish to match frames 276A X 290AV with vinyl seal weatherstripping PF114PS, black, manufacturer's standard mounted in jamb and head of door stop 184, 1 -1/2 X 6 paint to match door. 760 -9543, US26D, both sides BB1278, 4 -1/2 X 4 -1/2. US26D Series 120SNB, spray paint to match frame 276Ax290AV, natural aluminum finish with vinyl seal, weatherstripping PF114PS black, manufacturer's standard mounted in jambs and head door stop Outline Spec - 10 E. Hardware Group E (Pair exterior service /entry doors) (contd) PK Astragal 355AV extruded anodized aluminum BB Flush Bolts 5023, top: 24 inch anodized aluminum, bottom: 12 inch aluminum with dustproof strike DIVISION 9 - FINISHES A. Light Gauge Metal Studs: Provide metal studs for interior partition systems of widths, gauges and spacing recommended by industry standard and manufacturer's specifications for conditions shown on the Drawings or otherwise required. Perform work in accordance with GA203 and ASTM C754. Gypsum Wallboard A. General Types: Shall be types as specified below and shall be manufactured by nationally recognized manufacturer. 1. General: Conform to all ANSI, ASTM, GA, FS and manufacturer's specifications for use and installation of gypsum board products. Wallboard shall be by US Gypsum Co., National Gypsum Co., Domtar or other approved manufacturer. Application procedures and workmanship shall be in accordance with GA216 and ASTM C840. Provide metal trim normally recommended by gypsum wallboard manufacturer and install per manufacturer's specifications. .. 2. Regular Gypsum Wallboard shall conform to ASTM C36 with tapered edges. 5/8 inch gypsum wallboard over steel studs at 16 inch or 24 inch spacings. At exterior metal stud walls, use foil back gypsum wallboard or regular gypsum wallboard with polyethylene vapor barrier over metal studs. Use water resistant gypsum wallboard in toilet rooms. 3. Fire - Resistant Gypsum Wallboard shall be type C, conforming to ASTM C36 and FS SS- L -30C, type III, grade X, Class 1, Form A, Style 3. Fire -rated gypsum wallboard shall be 5/8 inch thick. 4. Fire- Resistant, Water Resistant Gypsum Wallboard shall conform to requirements of ASTM C36 and to ASTM C630. Water - resistant gypsum wallboard shall be used for construction in areas subject to moisture, and as backing for ceramic tile on toilet rooms. Water - resistant gypsum wallboard shall be 5/8 inch thick. 5. Exterior Ceiling Overhangs: Shall be dryvit over 5/8 inch exterior gypsum ceiling board, and exposed gypsum ceiling board. 6. Exterior Gypsum Sheathing: Provide 1/2 inch exterior gypsum board sheathing. 90052 Outline Spec - 11 � Lay -in Acoustic Ceilings A. Scope: Provide all labor, material, and equipment required to supply and install all Armstrong lay -in units and exposed grid suspension system, including wire hangers, main runners, cross tees and angle moldings where indicated on drawings. B. Materials: Acoustical ceiling material shall be Armstrong's lay -in panels. Design: Cortega, white #769A. Size: 24x48x5/8 inch. Lay -in units shall conform to Federal Specifications SS- S -118A (GSA -FSS) Type III Class 25 carrying Underwriter's Laboratories, Inc., label. Lay -in units shall have an NRC Specification range as follows: .50 -.60. Carpeting A. Carpet: Allow $16.00 per square yard purchase and complete installation of carpet at general office areas. Carpet to be selected by Architect. B. Installation: All carpet to be direct glue -down installation in accordance with manufacturer's recommendations. C. Resilient Flooring: Provide rubber base as manufactured by Roppe in 2- 1/2 inch heights and at all wall locations and comply with FS SS -W -40, Type I. Provide cove base for all resilient tile or exposed concrete flooring, and straight base for carpeted areas. Colors to be selected by the Architect from manufacturer's standard color range. Adhesives shall be waterproof as recommended by the manufacturer. Painting A. General: All surfaces requiring paint shall conform to recommendation of the Painting and Decorating Contractors of America. Use only quality paints and primers and number of coatings specifically recommended for the type of surface to be painted. Interior surfaces to receive a latex eggshell finish. Exterior Dryvit surfaces to receive an acrylic latex paint where integral color of panels may not match. B. Putty: Conforming to Federal Specifications TT- P -391A, colored to match stain and paint finishes. DIVISION 10 - SPECIALTIES - NOT USED DIVISION 11 - EQUIPMENT - NOT USED DIVISION 12 - FURNISHINGS A. Lindow Treatment: Window blinds in Building 8 tenant areas shall be horizontal slat equal to Levolor "Riviera" 1 inch wide with tilt control and cord lift -top lock control. 90052 Outline Spec - 12 B. Floor Mats: Surface mounted "Pedimat" model PM 4005M with pipe stem frame by Construction Specialties, Inc. Carpet inserts to be selected by Architect from manufacturer's standard material and color range where indicated on drawings. DIVISION 13 - SPECIAL CONSTRUCTION - NOT USED DIVISION 14 - CONVEYING SYSTEMS - NOT USED DIVISION 15 - MECHANICAL A. Fixtures,: Water closets, urinals, lavatories shall be white as manufactured by Kohler or approved equal. B. Plumbing Design Criteria: All plumbing and gas piping systems shall be designed to latest applicable UPC requirements. The plumbing system shall include domestic water, waste and vents, and sanitary sewers within the building complete to 5' outside the building line. C. Roof Drains: Roof drains shall be sized and located as shown on the Drawings, and shall meet UPC requirements. Materials shall comply with City requirements. Drains shall be installed for proper drainage from the building and connected to storm sewers on site. D. Floor Drains: Provide floor drains with strainers in all toilet rooms, janitor areas and fire sprinkler standpipe closets with self priming traps. E. Hose Bibs: Provide non - freeze type hose bibs at exterior walls of each building, two locations, Building 8 and four locations, Building 9. Install special keyed hose bibs at each toilet and shower room. F. Fire Protection: Fire sprinkler systems to be designed, fabricated, installed and tested for all areas of the building. Comply with all pertinent requirements of the National Board of Fire Underwriters, Factory Mutual, in accordance with NFPA No. 13, and Fire Marshal having jurisdiction. Fire hose cabinets or portable fire extinguishers to meet local code or ordinance requirements. G. Fire Hydrants: Installed to meet local requirements. HVAC Systems For Office /Industrial /Retail A. System: Proposed HVAC system shall be with self contained (packaged) roof top units. Equipment shall be by Carrier where applicable and designed under the supervision of a professional engineer. All work shall conform to the applicable uniform mechanical and local codes, including state energy standards and in accordance with ASHRAE requirements. 90052 Outline Spec - 13 DIVISION 16 - ELECTRICAL All work shall be done in strict accordance with the current National Electrical Code and energy codes, any local codes which may apply and Utility Company regulations. Provide all materials, tools, equipment, apparatus, transportation, labor and supervision to complete and place in operation the electrical work indicated and specified hereinafter. Electrical to be designed by professional engineer. The work shall include: A. Parking area lighting - shall be "Kim Lighting" Phase I - HPS, or approved equal with astronomic time clock plus supplemental wall pak type fixtures. Finish to be dark bronze anodized. Heights to be determined per Bid Design. B. Office lighting fixtures - 2x4, 3 -tube, energy efficient ballast and fluorescence, with optional double switching capacity. 70 F.C. @ 3' -0" above floor, task lighting level. C. Lighting at soffits - high pressure sodium downlights. D. Lighting at service yards - high pressure sodium wall mounted fixtures with arm. E. All electrical work required for connecting of equipment. F. Electrical Service: Primary service shall be run underground to a transformer vault located above ground with separate underground secondary services to main panel. Stub service conduit into building and provide spare conduit for future use. G. Telephone: Service shall be rigid conduit only, run underground from terminal cabinet in building to utility line. Wiring and instruments by Telephone Company. H. Fire Alarm System: Provide fire alarm system as required to comply with local requirements. END OF OUTLINE SPECIFICATION 90052 Outline Spec - 14 r74 ‘\/1 FEB y 1191] MAHA N +vi OLSJ\LVO, INC. FILE COQ'•( ^cierst that the . • •, r!vrr:c4. REPORT OF SOILS INVESTIGATION PROPOSED FREIGHT TERMINAL TUKWILA, WASHINGTON FOR LOS ANGELES — SEATTLE MOTOR EXPRESS, INC. 04697 -004 -005 MARCH 27, 1968 RECEIVED CITY OF TI IKWILA FEB 7 19fi PERMIT CENTER ames Moore FEB EggliWn a 4 1991 LPN Architects & Planners Kaiser Development Company 300 Lakeside Drive Oakland, California 94643 Attention: Mr. Gerald L. Kirkpatrick Division Engineering Manager Gentlemen: March 19, 1985 We transmit herewith our "Report of Geotechnical Investigation, Proposed 37 -Acre Development, Tukwila, Washington," for the Kaiser Development Company. The planned scope of our services for this project was outlined in our proposal of January 16, 1985 and proposal addendum of January 24, 1985. The investigation was authorized by your Professional Services Contract No. BPN -8506 dated January 30, 1985. Prior to the investigation an assessment of potential site develop- ment feasibility was . provided in our January 10, 1985 letter. Prelim- inary verbal recommenations have been provided to Mr. Kirkpatrick and Mr. Lynn Takeuchi of /Saito Engineering, Inc. during the course of our investigation. These are confirmed and expanded in this report. We appreciate the opportunity to conduct this investigation and look forward to assisting you during subsequent phases of the project. We are available to provide further consultation or to answer any questions regarding the information and recommendations presented in this report. JL :JBH:emw 5 copies submitted cc: MacKenzie /Saito Engineering, Inc. Attention: Mr. Lynn Takeuchi (2) Yours very truly, DAMES & MOORE By Joseph Lamont Jr. Senior partner tARTH SCIENCCS DA1YIES & MO0RE CONSULTING ENGINEERS IN THE APPLIED EARTH SCIENCES 1800 WESTLAKE AVENUE NORTH • SEATTLE. WASHINGTON 98109 • 12061 284.8160 PARTNER: JOSEPH LAMONT, JR. ASSOCIATE: DONALD E. NELSON • ROGER A.LOWE March 27, 1968 Los Angeles - Seattle Motor Express, Inc. 3200 Sixth Avenue South Seattle, Washington 98104 Attention: Mr. W. W. Churchill Gentlemen: We submit herewith three copies of our "Report of Soils Investi- gation, Proposed Freight Terminal, Tukwila, Washington," for Los Angeles - Seattle Motor Express, Inc. The scope of our work was originally planned in discussions with Mr. W. W. Churchill, and our proposal was submitted on June 29, 1967. It was intended that the feasibility of supporting the planned structures using shallow spread footings be established by visual examination of the samples and testing and engineering analyses for establishing design criteria.be deferred until purchase of the property could be negotiated. We concluded that it was feasible to use spread footings and summarized . our work and concliusions in a progress report dated July 21, 1967. The purposes of this investigation, planned in discussions with Mr. W. W. Churchill and Mr. J. Y. Long, your engineer, are to develop final recommendations for site preparation and criteria for foundation design. Our proposal, dated February 8, 1968, was authorized on February 20, 1968. We appreciate the opportunity of serving you on this project. If you have any questions concerning our findings or recommendations, please call us. Yours very truly, DAMES & MOORE By / RAL -PRW: jm Ro.y A. Lowe CARLE AOSRC$SIOAMCMORC ATLANTA NCN YORA CHICAGO a•OH'L•NO HONOLULU SAy? LA• CITY HOUSTON SAN TRANCISCO LOS ANOCLCS SCA /TLC OCHVCR WAS IINOTON.O C MACRIO.S *AIN :C4C•4,1•A1.4 HALIIAY •OFD -q SAINT JOHN.NCW 6R::.11.ICII REPORT OF SOILS INVESTIGATION PROPOSED FREIGHT TERMINAL TUKWILA, WASHINGTON for LOS ANGELES- SEATTLE MOTOR EXPRESS, INC. INTRODUCTION This report presents the results of our soils investigation for the proposed freight terminal in Tukwila, Washington, for Los Angeles - Seattle Motor Express, Inc. The site is about 25 acres in size. It is a portion of the former Codiga Estate and is located north of the intersection of Interurban Avenue and 48th Avenue South, as shown on the Plot Plan, Plate 1. The proposed construction consists of a truck terminal approxi- mately 100 by 800 feet in size, a general office building approximately 250 by 200 feet in size, and a shop building roughly 400 by 100 feet in size. The terminal building will be on a dock- height fill about four feet above final site grades. Service pits in the shop will extend about five feet below final site grades. Building loads have not been finally determined; however, your design engineer, J. Y. Long & Associates, Inc., indicate that wall loads will be two to three kips per lineal foot in the truck terminal. No load information is available in the other buildings. The site grade in the terminal area will be approximately Elevation 17, about Elevation 15 in the shop area, and has been tentatively set at Elevation 13 in the vicinity of the office building. We performed a preliminary investigation of the site in July 1967. Based on visual evaluation of the samples and our experience in the area, we concluded that support of the proposed structures with shallow 04344.166 6 MOORES -2- spread footings was feasible after surcharging to precompress building areas prior to construction. Testing of samples and analysis to develop final recommendations were to be delayed until after purchase of the property ' was completed. Because of purchasing complications, our final investigation and filling and surcharging could not begin as far in advance of the construc- tion as originally planned. To speed development, filling of the building site was begun in early January, 1968, based on the general recommendations contained in our progress report. We understand that sand fill will be used exclusively. As of March 12, 1968, the surcharge fill has been completed in the office area and was almost complete in the terminal area. Fill placement had not started in the shop area. Settlement plates have been placed in the building areas and are being observed to determine the magnitude and rate of settlement. The purposes of this investigation are to evaluate the subsurface soil conditions and soil properties and to provide final recommendations for site preparation and surcharging and criteria for foundation design. The scope of our work includes: 1) Estimates of building and yard area settlement. 2) Estimates of the required surcharge duration. 3) Recommended foundation design criteria. 4) Recommended pavement thickness requirements. 5) Recommended site preparation and grading requirements and . evaluation of potential construction problems. SITE CONDITIONS Prior to the start of construction; the major portion of the site • DAMES C MOOR -3 was pasture land. A portion in the truck terminal building area was used for truck gardening. There were three or four wood frame houses in the northeast section which have now been removed. The site is adjacent to the Duwamish River and is in a narrow section of the river valley. The site is within the river overflow area and has been flooded occasionally in recent years. Dikes have been con- structed by the Corps of Engineers next to the river. The site grade is highest near the river and generally slopes downward toward Interurban • Avenue. There is a "ridge" a few feet higher than the adjoining areas near the river at the northeast end of the terminal building location. FIELD EXPLORATION AND LABORATORY TESTING To explore subsurface conditions, we drilled 6 borings and excavated 20 test pits at the locations shown on the Plot Plan, Plate..1. The borings were drilled to depths of 45 to 96 feet, and the test pits were excavated to depths of 9 to 13 feet below the existing ground surface. The borings and Test Pits 1 through 12 were made in July, 1967, and Test Pits 13 through 20 were excavated recently to obtain fresh samples for testing and to consider revisions in building locations. Selected samples were tested in our laboratory to evaluate soil properties. A detailed descrip- tion of the field explorations and laboratory testing, the log of Test Pits 13 through 20, and the test results are presented in the Appendix. The log of the borings and Test Pits 1 to 12 were presented in our progress report. Subsurface conditions near the surface vary significantly across the terminal building site. At the "ridge" near the northeast end of the terminal building location, Test Pits 12 and 17 encountered sand at the 7A7.1 B is MOORS. -4- surface. Elsewhere, the sand is covered with clayey and sandy silt, a foot or so thick near the "ridge" area increasing to about eight feet thick northeast and southwest of the "ridge." In the shop area, the shallow subsurface conditions are fairly uniform. There is four to six feet of silt underlain by sand. In the office building area, there is three to six feet of silt with organic matter underlain by two to six feet of organic silt containing pockets and lenses of peat which in turn is underlain by sand. In general, the silty soils are relatively dry and firm at the surface. They become moist below the surface and softer and would be soft when wet. The compressibility of the silty soil varies, being moderately compressible in most areas and highly compressible where there is a high content of organic material, such as was found in Test Pits 1 and 2 in the office building area. The sand formation extends to depths of 50 to 70 feet. It is moderately loose to moderately dense and includes some layers of silty sand. This formation varies from slightly to moderately compressible. The sand is underlain by moderately compressible silty and clayey sediments, except in 1 boring where bedrock was encountered at a depth of 41 feet. Borings 1, 5, and 6 encountered bedrock at depths varying from 41 to 90 feet below ground surface. The remaining borings were terminated in dense marine sediments. Water level observations were made during our exploration in July, 1967,, and our exploration in February, 1968. In July, the water level was observed at approximately Elevation 3 or lower. During the recent field investigation, the water level was observed as high as °Jams a moons BUILDING SUPPORT General: Based on the results of our investigation and analyses, we recommend that the proposed structures be supported on shallow spread footings. The footings should be designed for an allowable soil bearing pressure of 1,500 pounds per square foot. This value applies to the total of all loads, including dead, live and seismic. It is a net pressure; the weight of the footings and backfill may be neglected. All footings should be founded 18 inches below the lowest adjacent grade and be a minimum of 14 inches in width. Shop: In the shop area, fill will be placed to about Elevation 15. The base of spread footings will be at or slightly above the natural soil. Assuming wall loads of 2,000 pounds per lineal foot and a bearing pressure of 1,500 pounds per square foot, we calculate settlement of 1 to 2 inches. Footing excavation will come close to the natural soil, which is subject to capillary rise of water and to pumping or partial liquefaction if disturbed. We recommend that the footing excavations be inspected and any soft or disturbed fill or natural soil be replaced with properly compacted fill. Where soft soil or fill is found, it should be excavated to a depth of at least two feet below footing grade and to a distance of two feet outside the edge of the footing. The excavation should be -5- Elevation 7. This indicates a seasonal fluctuation in the ground water level of at least four feet. The elevation datum used in this report is that shown on the plan by Horton Dennis & Associates, surveyors. It appears to be equal to Mean Sea Level Datum, but this has not been confirmed by the surveyors. CONCLUSIONS AND RECOMMENDATIONS oAM6s (3 .NOORB -6- backfilled with clean, granular, coarse sand or gravel that will compact readily under wet conditions. The backfill should be compacted to at least 95 percent of the maximum density determined by the Modified A.A.S.H.O. Compaction Test Procedure (Test Designation T -180). We recommend that the first lift of backfill be at least 18 inches thick. The thickness of the should be possible to dewater excavations satisfactorily with sump pumps. The service pits in the shop area are expected to extend to about , Elevation 10. The upper portion of these pits will be in sand fill, and the lower portion will be in the natural silty soils. The sand fill is expected to slump to a slope of about 1 to 1 during excavation, while the natural soil will stand in a nearly vertical cut. No permanent ground water is expected based on the water levels found in our test pits. However, the area is subject to flooding; and ground water levels would occasionally be essentially at the fill surface, which will result in uplift pressures on the service pits. We recommend that a concrete flange be added at the lower edge of each pit so that the dead weight of backfill over the flange is sufficient to resist uplift. The submerged weight of backfill may be assumed to be 60 pounds per cubic foot. Alternatively, a section of floor could be reinforced and cast integral with the pit to obtain dead weight sufficient to resist uplift. Terminal Building: The greatest variation in bearing conditions will be encountered in the truck terminal. In the ridge near the east end, footings will rest on natural sandy material, while on the west end, footings will be underlain by as much as eight feet of moderately DAMES R MOODQ first lift should be adjusted based on behavior of the soils during construction. Some water will probably be encountered during excavation, but it SITE FILL -7- compressible silt. Except near the ridge, the exterior footings will either be underlain by two or more feet of sand fill or will bottom on natural sand. There will be a transition area near the ridge where footings are underlain by silt. The limits of the transition areas should ' be set by a soil engineer at the time footing excavations are made. In the transition area, the fill and natural soil should be excavated and back - filled as recommended for any soft soil or fill found in the shop building footing excavations. The anticipated settlement of exterior footings constructed as recommended and with a minimum of two feet of compacted sand fill or natural sand beneath them is expected to range from zero at the ridge, varying to approximately one -half inch on the west end of the building. Office Bui In the office building area, both exterior and interior footings will bottom in the sand fill. The original grade varies from about +9.5 to +10.5. With assumed settlement of 6 inches, yard grade in the office area of Elevation 13, and footing depth of 18 inches, there should be 1) feet or more of fill beneath the footings. We understand that you must proceed with construction without delay for surcharging to minimize possible settlement damage. No analysis of settlement or surcharge requirements has been made, since we understand that you must proceed with construction without delay for surcharge. We believe that there is a risk of plaster cracking or sticking of doors due to differential settlement but not of major settlement damage. Because of the variation in thickness of the upper silt, settlement of the fill will vary from one location to another. Using average conditions oarwes es MoORB -8- in the west portion of the truck terminal building, we anticipate that five to seven inches of settlement will occur under the surcharge load. In the east portion, less than one inch of settlement is anticipated. In the shop area, three to five inches of settlement is anticipated under the full surcharge load. In the yard areas where subbase fill thickness exceeds one foot, we recommend leaving the organic topsoil in place. The root system tends to strengthen the upper crust and provide a working surface for construction equipment. Where the ground surface elevation is less than about two feet below design grade, stripping to allow at least one foot of fill for pavement support is recommended. All new fill material should be approved by the soil engineer prior to placement and should be placed in six -inch thick lifts and compacted to 95 percent of the maximum density determined by the Modified A.A.S.H.O. procedure. RETAINING WALL DESIGN The foundation walls in the terminal building will retain about four feet of granular fill. We recommend that these walls be designed to resist a lateral soil pressure equivalent to a hydrostatic pressure of 30 pounds per cubic foot and an additional pressure of 1/3 of the anticipated floor pressure of stored goods. PAVEMENT REQUIREMENTS Our,analyses,of pavement thickness requirements are based upon the maximum highway loading of 18 kips per axle. We recommend at least one foot of compacted sand fill, seven inches of crushed rock base course, and { °AMOS C. MOOR -9- three inches of asphaltic concrete paving. As an alternative, four inches of asphaltic concrete base could be substituted for the gravel base. Gravel base course should conform to the requirements for Class A gravel base as described in the Washington Highway Department Standard Specifications, Section 22. The upper 6 inches of fill should be compacted to a density of 95 percent of the maximum determined by the Modified A.A.S.H.O. compaction procedure, and then the base should be placed and similarly compacted. In our analysis, we estimated a CBR value of 10 for the sand fill. The fill and pavement thicknesses recommended are not very conservative for the subgrade soils on this site. Some failure and repair of pavements should be expected where the fill thickness is a minimum. The alternative would be to increase pavement thickness or strip more of the silty subgrade soil, which appears to be much more costly than the risk of having some failures that will require repair. SURCHARGE DURATION Ten settlement observation plates have been placed in the building areas in the locations shown on the Plot Plan, Plate 1. Readings are being taken periodically to determine the rate of settlement. When the rate of settlement has slowed sufficiently, the surcharge fill may be removed and building construction can begin. The settlement data obtained through March 18, 1968, indicate that fill settlement is proceeding rapidly. Our test results and the settlement data indicate that a surcharge duration of on the order of one or two months will be required. This is a shorter duration than estimated OAM6S a MaARH in'our progress report of July 21, 1967. The actual duration required should be determined based on observation data. Respectfully'submitted, DAMES & MOORE March 27, 1968 -10- By DAMES B M1OOR11! A -1 APPENDIX FIELD EXPLORATIONS AND LABORATORY TESTS FIELD EXPLORATIONS The field explorations were performed in two phases. The first consisted of drilling 6 borings with truck - mounted, cable -tool drilling equipment and by excavating Test Pits 1 through 12 with tractor - mounted backhoe equipment. The results of this exploration were used for the recommendations presented in our progress report of July 21, 1967. The samples were not used for laboratory tests. Purchasing of the property was delayed, and the samples deteriorated. The second phase consisted of excavating an additional eight test pits to consider revised building locations and to obtain fresh samples. The borings were 45 to 96 feet in depth, while the test pits ranged from 9 to 13 feet in depth. The boring and test pit locations are shown on the Plot Plan, Plate 1. The field explorations were continuously observed by one of our ' soils engineers who examined and classified the soils encountered, selected intervals for obtaining representative samples, and kept a log of the borings and test pits. The log of the borings and the first 12 test pits j were presented in the progress report. The log of Test Pita 13 to 20 is presented on Plate A -1. The soils were classified in accordance with the Unified Soil Classification System which is described on Plate A -2. Undisturbed samples were obtained from the test pits using a• sampler of the type illustrated on page A -3. The sampler was driven by a hand - operated hammer weighing 40 pounds. test pits. Water level observations are shown on the log of borings and r ._ DAMNS 8 MOOR Direct shear tests were performed to evaluate the strength of the shallow subsurface soils. The tests were performed at a continuous rate of shearing deflection with the equipment and procedures described on page A -4. The results of the direct shear tests are presented in tabular form on Plate A -3. Three consolidation testswere performed on samples of the more compressible shallow soils to provide data for estimating settlements. The test procedure is described on page A -5. The results of the consolida- tion tests are presented on Plate A -4. Moisture and density determinations were made in conjunction with , each of the tests and on additional samples for correlation with the samples tested. The results of the moisture and density determinations are presented adjacent to the appropriate sample notations to the left of the log of the test pits on Plate A -l. A -2 aaMIes 6 MoOfl DRIVING OR COUPLING WATER OUTLETS NOTCHES FOR ENGAGING FISHING TOOL HEAD NOTE, HEAD EXTENSION CAN I INTRODUCED BETWEEN NERD' ANO "SPLIT BARREL' SPLIT BARREL (TO F CONL FACILITATE PLR) BIT ( A -3 NEOPRENE GASKET ��- CHECK VALVES VALVE CAGE SPACE SOILS C0 R E.R STAIN E R RINGS (11/2'O.D. BT 1 LONG) CORE.RETAIHING DEVICE RETAINER RING RETAINER PLATES (1NT[ OTHER T *ITM SOIL SAMPLER TYPE U FOR SOILS DIFFICULT TO RETAIN IN SAMPLER U. S. PATENT NO.2,318,062 SPLIT BARR LOCKING RING SPLIT FERRULE THIN.WALLED SAMPLING TUBE (INTERCHANGEABLE LENGTHS) ALTERNATE ATTACHMENTS • COR .RETA NING DEVICE Ba 8 aN O O RU A -4 METHOD OF PERFORMING DIRECT SHEAR AND FRICTION TESTS DIRECT SHEAR TESTS ARE PERFORMED TO DETERMINE THE SHEARING STRENGTHS OF SOILS. FRICTION TESTS ARE PERFORMED TO DETERMINE THE FRICTIONAL RE- SISTANCES BETWEEN SOILS AND VARIOUS OTHER MATE- RIALS SUCH AS WOOD, STEEL, OR CONCRETE. THE TESTS ARE PERFORMED IN THE LABORATORY TO SIMULATE ANTICIPATED FIELD CONDITIONS. EACH SAMPLE IS TESTED WITHIN THREE BRASS RINGS, . TWO AND ONE -HALF INCHES IN DIAMETER AND ONE INCH IN LENGTH. UNDISTURBED SAMPLES OF IN -PLACE SOILS ARE TESTED IN RINGS TAKEN FROM THE SAMPLING DEVICE IN WHICH THE SAMPLES WERE OBTAINED. LOOSE SAMPLES OF SOILS TO BE USED IN CON- STRUCTING EARTH FILLS ARE COMPACTED IN RINGS TO PREDETERMINED CONDITIONS AND TESTED. DIRECT SHEAR TESTING & RECORDING APPARATUS DIRECT SHEAR TESTS A THREE -INCH LENGTH OF THE SAMPLE IS TESTED IN DIRECT DOUBLE SHEAR. A CONSTANT PRES- SURE, APPROPRIATE TO THE CONDITIONS OF THE PROBLEM FOR WHICH THE TEST IS BEING PER- FORMED, IS APPLIED NORMAL TO THE ENDS OF THE SAMPLE THROUGH POROUS STONES. A SHEARING FAILURE OF THE SAMPLE IS CAUSED BY MOVING THE CENTER RING IN A DIRECTION PERPENDICULAR TO THE AXIS OF THE SAMPLE. TRANSVERSE MOVEMENT OF THE OUTER RINGS IS PREVENTED. THE SHEARING FAILURE MAY BE ACCOMPLISHED BY APPLYING TO THE CENTER RING EITHER A CONSTANT RATE OF LOAD, A CONSTANT RATE OF DEFLECTION, OR INCREMENTS OF LOAD OR DE- FLECTION IN EACH CASE, THE SHEARING LOAD AND THE DEFLECTIONS IN BOTH THE AXIAL AND TRANSVERSE DIRECTIONS ARE RECORDED AND PLOTTED. THE SHEARING STRENGTH OF THE SOIL IS DETERMINED FROM THE RESULTING LOAD - DEFLECTION CURVES. FRICTION TESTS IN ORDER TO DETERMINE THE FRICTIONAL RESISTANCE BETWEEN SOIL AND THE SURFACES OF VARIOUS MATERIALS, THE CENTER RING OF SOIL IN THE DIRECT SHEAR TEST IS REPLACED BY A DISK OF THE MATERIAL TO BE TESTED. THE TEST IS THEN PERFORMED IN THE SAME MANNER AS THE DIRECT SHEAR TEST BY FORCING THE DISK OF MATERIAL FROM THE SOIL SURFACES. OAMI8S 8 MOO$B A-5 METHOD OF PERFORMING CONSOLIDATION TESTS CONSOLIDATION TESTS ARE PERFORMED TO EVALUATE THE VOLUME CHANGES OF SOILS SUBJECTED TO INCREASED LOADS. TIME- CONSOLIDATION AND PRESSURE - CONSOLIDATION CURVES MAY BE PLOT- TED FROM THE DATA OBTAINED IN THE TESTS. ENGINEERING ANALYSES BASED ON THESE CURVES PERMIT ESTIMATES TO BE MADE OF THE PROBABLE MAGNITUDE AND RATE OF SETTLEMENT OF THE TESTED SOILS UNDER APPLIED LOADS. EACH SAMPLE IS TESTED WITHIN BRASS RINGS TWO AND ONE - HALF INCHES IN DIAMETER AND ONE INCH IN LENGTH. UNDIS- TURBED SAMPLES OF IN -PLACE SOILS ARE TESTED IN RINGS TAKEN FROM THE SAMPLING DEVICE IN WHICH THE SAMPLES WERE OBTAINED. LOOSE SAMPLES OF SOILS TO BE USED IN CONSTRUCTING EARTH FILLS ARE COMPACTED IN RINGS TO PREDETERMINED CONDITIONS AND TESTED. IN TESTING, THE SAMPLE IS RIGIDLY CONFINED LATERALLY BY THE BRASS RING. AXIAL LOADS ARE TRANSMITTED TO THE CONSOLIDOME7ER DEAD LOAD- PNEUMATIC ENDS OF THE SAMPLE BY POROUS DISKS. THE DISKS ALLOW DRAINAGE OF THE LOADED SAMPLE. THE AXIAL COMPRESSION OR EXPANSION OF THE SAMPLE IS MEASURED BY A MICROMETER DIAL INDICATOR AT APPROPRIATE TIME INTERVALS AFTER EACH LOAD INCREMENT IS APPLIED. EACH LOAD IS ORDINARILY TWICE THE PRECEDING LOAD. THE IN- CREMENTS ARE SELECTED TO OBTAIN CONSOLIDATION DATA REPRESENTING THE FIELD LOADING CONDITIONS FOR WHICH THE TEST IS BEING PERFORMED. EACH LOAD INCREMENT IS ALLOWED TO ACT OVER AN INTERVAL OF TIME DEPENDENT ON THE TYPE AND EXTENT OF THE SOIL IN THE FIELD. DAMNS 6 141100616 15 10 1 -' • 40.9 -79 ■ IS IO 40.7 % -'0 40.9 % -BI 5 0 20 IS 10 5 0 3S. I • a 23. -' TEST PIT 13 TEST PIT 17 ML SP LLEVATIC. 13.3 SHOO. AND GRAY CLAYEY SILT WITH ROOTS IN UPPER PORTION I MEDIUM SOFT) OCCASIONAL LEASES OF SILTY FINE SAT.D TEST PIT 14 ML ML SM SP fewATER LEVEL 2-8-68 DARK GRAY FthE TO MEDIUM SAND (MEDIUM DENSE) TEST FIT CJMFLETLD 2 -8 -68 ELEVATION 13.6 GROAN AND GRAY CLAYEY SILT WITH ROOTS (MEDIUM SOFT) .,RAY SILTY FINE SAID (MEDIUM t oo") • DARK GRAY FINE TO MEDIUM SAND WITH UCCAStOhAL LENSES OF SILTY FINE sAM (MECIUN DENSE) WATER LEVEL 2 -8 -68 TEST FIT COMPLETED 2-8 -68 TEST P IT 15 ELEVATIOP TEST PIT 16 13.3 RAY AND ORGAN CLAYEY SILT WITH ROOTS (MEDIUM SOFT) BARK GRAY FIVE TO MEDIUM SAND (MEDIUM DENSE) GRAY AND BROW. SILTY FINE SAND IMEDIIM LOOSE) ARK GRAY FINE TO MEOIW SAND (MEDIUM DENSE) WATER LEVEL 2-9-68 TEST MIT COMPLETED 2 -9-68 ELEVATION 17.0 GRAY AND REDDISH BROWN CLAYEY SILT WITH ROOTS AND OCCASIONAL LENSES OF SILTY FINE SAND (MEDIUM SOFT) ALTERNATING 3" TO 6" LAYERS OF BROWN CLAYEY SANDY SILT AND GRAY SILTY FINE SAND (MEDIUM SOFT AND EUIVM LOOSE) ) GRAY FIVE SAND (MEDIUM LOOSE) GRADES 10 FILE TO MEDIUM SAND (MEDIUM DENSE) WATER LEVEL 2 -8-68 TEST MIT COMPLETED 2 -8.68 25 20 SP IS 20.65 - 10 5 15 10 16.4 } -90 15 10 5 15 10 0 33.1% - 771 • ML 57.65. 3 5 29.3% -92 r d ■ LOG OF TEST PITS SP ELEVATION 20.5 DARK GRAY FINE TO TEDIUM SAND WITH TRACE OF SILT (LOUSE) B ROWN CLAYEY SILT WITH OCCASIONAL LENSES Of SILTY FINE SAND (MEDIUM bOFT) GRAY FINE SAND (MEDIUM 0E14E) TEST PIT COMPLETED 2 -9 -68 TEST PIT 18 ELEVATION 14.0 BROWNISH GRAY CLAYEY SILT WITH ROOTS (MEDIUM SOFT) 8R0M.ISH GRAY f IhE SAND (LOOSE) BROWN A.0 GRAY SILTY CLAY II'EOIUM SOFT) GRAY FINE SANDY SILT (MEDIUM SOFT) wATER LEVEL 2 -9.68 GRAY INTERBEDDED FINE SAND AND SILTY F114. SAND (MEDIUM DEhsEI TEST PIT COMPLETED 2 -9 -68 TEST PIT 19 ELEVATION 12.9 ML SP AND GRAY SOF TY SILT WITH GRAY FIN. SAM WITH J.CASI O.AL LEASES OF SILTY FINE SAAR IMEOILM DENSE) WATER LEVEL 2 -9.68 TEST PIT 20 GRADES TO FIVE TO MEDIUM SAND TEST PIT COMPLETED 2-9-68 ELEVATION 12.0 bRONA AND GRAY CLAYEY SILT WA OCCASIONAL ROOTS (MEDIUM SOFT) BROWNISH GRAY INTERBEDDED 111E SAND AND SANDY SILT (MEDIUM SOFT AND MEDIUM LOOSE) WATER LEVEL 2.9 -68 DARK GRAY FINE TO MEDIUM sM D WITH LENSES OF SILTY FINE SAND (MEDIUM DENSE) TEST PIT COMPLETED 2 -9.68 OIgl1Wl8 B M0417511111 MAJOR DIVISIONS GRAPH SYMBOL LETTER SYMBOL TYPICAL DESCRIPTIONS COARSE GRAINED SOIL S ' MONC THAN !0 h Of MATERIAL IS WWII ?NAM ND ZOO SAVE SIZE GRAVEL AND GRAVELLY SOILS MORE THAN SO v. Of COARSE FN AC• PION RETAINEQ ON NO. • SPEY[ • • sr 's • ••• CLEAN GRAVELS •flf •, tLITTLt OR MO •• • • • • cm, WCLL•GNAOEO GRAVELS, SNAYCL• S • MATURES. LITTLE OR TINES) IR: 0 li:0 ? /;. tr'11 • * �••' :Eivii G POONLY•GRAOCO GRAVELS. GRAVEL. SAND NISYUNE1, LITTLE ON MO FINIS 4 6 g,, ,,;' M A�O. I GRAVELS MTH FINES ,M4 • h IS M;i ! I'I 1 IABLE AMOUNT S GM SILTY GRAVELS, GRAVEL• SAND. SILT MIoTUNES ` OT flNCfl tIw * w =O'/ r0,G•► •fi P` •1r GC /� CLAYIY GRAVELS, GRAVEL -SAND• CLAY MINTUNII SAND AND SANDY SOILS OR ME THAN SO% Of COARSE FRAC• 51011 PASSING. NO • SIEVE i, ,,I I • CLEAN SAND , ILITTLE OR NO • �• SW WELL •GRADED SANDS, GRAVELLY SANDS, LITTLE ON NO TINES PINES 1 I j;; .I! ; •lI :iilj I ^::i�i, IIIi "'ri'Ifil:•a.ai i SP POORLY •GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO PINES jj �ff!! � 1 I I I ( f {' I II 4.J'' . SANDS WITH FINES 1 1 I � p1 ' IAPPNECIAILE AMOUNT III 11b1 I; k C M SM SIL SANDS, SAND-SILT NINTUN [! Or PINES) . ' . • SC CL ATV/ SANDS, SAND•CLAT MIXTURES FINE GRAINED SOILS MORE THAN SO % Of MATERIAL IS SMALLER THAN NO ,11 I � 11 II M L INONSANIC SILTS AND VERT FINE SANDS ROCK noun, SILTY OR TINE SANDS OR C SILTS WITH SOGAT PLASTICITY SILTS '! •' , L1SIl O IPM IT ^ -' ; AND Lim THAN DO , ' / ". CLAYS �• /•• ^J CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, aN.vcu, ELATE. SAND, CLAYS, SILTY CLAYS, LEAN CLAYS 11111111 I I' I I 1 1 I 1 ! I I I • OL ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW PLASTICITY II 'id Ti 41, 1/11.14 ^''1 � I .. 9 ��I�t• d 11141�'I,I'M L � MH INORGANIC ENE SAND CFI SILTY SOILS SILTS . ILTS J,w ^ 1 LIOUID LIMIT t; F j , AND ` It a [• THAN SO �f,'.,i CH INORGANIC CLAYS OF HIaN PLASTICITY, PAT CLAYS CLAYS p( ; 1.I , ZOO SIEVE SIZE • •''' • '' OH ORGANIC CLAYS OP MEDIUM TO NIGH PLAITICTT, ORGANIC SILTS _ tI: Ii'i PT PEAT, HUMUS, SWAMP SOILS WITH HION ORGANIC CONTENTS - HIGHLY ORGANIC SOILS !°+ c =. a r. } - o.. y��—�Tei ' i SOIL NOTE DUAL SYMBOLS ARE USED TO INDICATE IORDENLINE SOIL CLASSIFICATIONS. CLASSIFICATION CHART UNIFIED SOIL CLASSIFICATION SYSTEM LIAMSS 8 V19OOR!! TEST PIT ELEVATION SOIL TYPE MOISTURE CO D(( DRY DENSITY NORMAL PRESSURE YIELD PT. HEAR LENGTH . /S4. FT. CLAYEY ;; ITT Cr AtOtrlfJ n) —Q cra ?) ii tr 000,C1000 C:LAYE Y ;,11. T CLAYEY 611.T CLAYEY SILT CLAYEY S !LT CLAYEY ai L I f" r . CLAYS? SILT C � 0 C) i 3 A a 3 a CHECKED BY L.), r v 1L T;'t • !: SUMMARY OF DIRECT SHEAR TEST DATA BY _. _ DATE .. \ � e X 0 0 q 0 � 4 0 9 0 p i0J i0 6 � ` ` 1 I ' N \ `\ . \ ` . 1 , TEST PIT 15, ELEVATION 5.b ' I ' �• i y,.....-• TEST FIT li, LLCY3TIOA 10.3 l • ` t i 4 i 1 ;� TEST FIT IS ELEVATION ` 9.4 1 I 1 . ti _ �~ i l • t N 1 i 1 �`~_ i I I I. i I 1 TEST PIT ELEVATION SOIL. TYPE MOISTURE CONTENT DRY DENSITY IN LBS. /CU. FT. BEFORE AFTER n 0 01 0. CLAYEY SILT SILTY SAND • CLAYEY SILT • 51,0 40,9 40.7 42.6 36.3 34.0 O O t�OP 0 02 04 06 .00 z.IC rn W 0.12 z 14 0 M a C3 .16 J 0 0 N z ((1,16 .20 .2 .2 .2 .2 LOAD IN LBS, /SO• FT. erp ocP coo CONSOLIDATION TEST DATA cp o I .0111 IJ • MOON 411► $60 ;um M PLATE A -4 Los Angeles-Senttls Motor Repress, Inc. 3200 Sixth Avenue South Seattle, Washington 98104 Attentice: bbc. W. W. Churchill Gentlemen: 4697- 003 -05 Los Angeles - Seattle Motor express SA, LA, GO, WPC July 21, 1967 Progress Report Site and Foundation Investigation Proposed Freight Terminal 48th Avenue South and Interurban Avenue Tukwila, Washington This report briefly suecurieess the results of our field investigation and our conclusions regarding foundation support for the single -story office . building, freight terminal, and shop proposed for construction or your site in Tukwila. Our field explorations consisted •1 six borings made with churn drill equipment to depths of 45 to 96 feet, and 12 test pits dug with a tractors. mounted backhoe to depths of 9 to 12 feet below the ground surface. The soils encountered in our explorations consisted of four to nine feet of silty, clayey, and organic soils with occasional layers of peat. At the surface, these soils are relatively dry and firm. They ere moist below the surface and softer, and would be soft when wet. These soils are underlain by moderately dense sand and silty sand containing some organic material. The sand and silty send extended to depths of 50 to 70 feat, and are underlain by moderately compressible silty and clayey sediments, except in one boring where bedrock vas encountered at a depth of 48 feet. Salted on the soil conditions encountered in our exploration and our experience on similar sites, we believe that satisfactory foundation support for the planned buildings can be obtained without the use of piles. The soils, particularly the upper silty and clayey materials, would coepreas under your planned fill and building loads. A surcharge or "prelosding" program is reccomendeed to compress the soils before building so that future seittleaeuts and differential settlements experienced by the planned construction will be within acceptable limits. The duration of the surcharge program can be minimised if relatively flexible construction, such as a Sutler-type steel building, is used, or if tilt -up concrete panel construction with structural details that will allow some flexibility is used. Strong rigid construction • Los Angales-Aaattla Rotor K press,Iue. July 21, 1967 ra,g. . using tilt -up concrete panels or cast-in-place coacrsto construction dsuignad to partially bridge soft areas would also be satisfactory. Brittle masonry* type coaatructiaa is not recommended. Alternatively, satisfactory support could be obtained with driven pilaus, or by replacing the sapper silty, clayey. and organic roils with propsrly convected fill. These alternatives are more costly and may mot significantly improve ssttleQant behavior compared to a surcharge program. A surcharge' toed should be equal to or greater than the weight of fill, mazimeaverohouss storm loads, and building beds combined. Our ercparieuce on similar sites is that three or tour myth's time is required to suitably compress the *oils. *o ever, we recommend that settlexent markers be used to indicate when a sufficient portion of the asttleaaent has occurred. At *glamors that imported fill will be necessary to provide adequata support for surfacing and to raise site grades. This material could be used to construct the surcharge and then later rowed as aerial fill to eiiniriise costs. As outlined in our proposal to you of June 24, 1967, testing of samples obtained frog the test borings and the analysis to provide ftnat recondsndatioas will be performed after your decision on the acceptability of the site. If the site is aeciptable for scour purposes, please advise us so that we sey Melia* the scope and coat estimate for our work. We expect that a portion of our work should include discussions with your architect or design engineer so that our recommendations are coordinated with your requirements. Please call us if you desire' additional consultation or have any questions. BAL431211 fa I Camas Sa ha/ tP The following plates are attached and conclude this report* Plate 1 Plata 9 Plata 9 Plate 4 Plate 5 Plate 6 Plate 7 Plate 8 Plate P Plot Plan Log of leering 1 Log of Boring 2 Log of *oriag 3 Log of Boring 4 Log of Borings S and 6 Lot, of Test Pits 1 through $ Log of Test Pits 7 through 12 Classification Chart Yours very truly, IAA Is MEM Kezar A. Lowe And Donald It. Ilelson I. — / , I I I i( v!I / I I 1 1 i I. / I I 11.7 I " \ 5 \ • • „ • ;! \ i 1 ' . I . 1L ' - S` •I \ Wir I > 4 I ' PROPOSE D I OFFICE PROPOSED t 1 - - - -- 1 KNt1[tt perm, 4t1i1[D . 0.13•000 000 TF2t tOtonall ante Dt IO d. V. t to . Ot. 0 .C411Ors & ES • L W., . LOS lint{ SWILL MpIIO UAtit .—n LOO / j f I `1 t a 3 / 1 \ PROPOSED GARAGE \ ` ° 4 I 1 � • ,s • 40 AVE. S r I ` 1 ' � \� (. f ( /_� „ , 11.�;�,. 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MAJOR D /V /S /DNS GRAPH LETTER SYMBOL SYMBOL TYPICAL DESCRIPTIONS COARSE GRAINED SOIL S NOR( THAN SO N• Or NATLRIAL IS LARDER YNAN NO GRAVEL AND GRAVELLY SOILS NONE THAN 10 % or coARSt IN AC. TION IIICTAINCQ ON NO 4 TIM CLEAN GRAVELS - 1If! b • • GW (LITTA( ON NO " G • • • Wtt GRAVELS, GNAVCL• ?O Natwu, LITttl ON• N O hNL! ► INCS) • • 4 0 Si • r ■ •• GP - ♦ " 4 i POONLY•ONADtO ON AVGLI, own!, SANG NIRTUN[I, Wit/ ON NO PINES e P1, M I GRAVELS WISH FINES wq 1 ^ I GM • ♦I IAPPRCCIANLt AMOUNT 0 • SI ONAV[LS, GRAVEL• SAND. SILT Nit UNtA Of PIN[31 Yw�� =�� /+ 41,.. b.. /� .• GC CLAILY NNAVtLS, •SAND• CLAY NINTUNCS SAND AND SANDY `SOILS MONt TRAM 50% OF COARSE WC. TION LULU NO 4 SRV[ ',: CLEAN SAND SW (Lam 01 NO '•' • • GILL•GRAO(0 SAMOA, aHAYCLLY was, LITTLE ON NO 'MCI PINES f lii:G;• hlll l SP .ti i ►OONLY•GRAOCO NAND!, GRAVELLY SANDS, tlttt( ON NO TINTS • � f } ' i11 / L nn `� )++ t) 1 � fl111I SM SANDS WITH FINES it, 1 la�l IAPPRLCIANAC AMOUNT 4 1 1 • i1 ~ i -' SILTY SANDS, SAND•SILT MIXTURES 100 SIEVE HUE OP PINES) I,�'.• ' • ; . fi . . , e• :• SC //�� • CLAYEY SANDS, SANO•CLAT um MRCS F I NE GRAINED SOILS MORE THAN SO % Or SAL If mills THAN No Loo trcvt sot � ML INORGANIC SILTS AND WIT SIN[ SANDS, NOCK ILOvo, SILTY OP CLAYEY PINE SANDS OR CLASSY SILTS WITH WONT PLASTICITY SILTS 1.10515 LIMIT [� AND LW THAN SO CL CLAYS INORGANIC cLAr$ or Low TO MEDIUM PLASTICITY, CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN CLAYS 11 I i Il ! 1 1 1 i ' 1 II I OL ONDANIC SILTS AND ORGANIC SILTY CLAYS Of LOW PLASTICITY . u w ' ;:j 1 y, ' �ji, 1 1 , � y h t� YI i I M H ' „, qW +• }�a p�a' INONDANIC SILTS, MICACEOUS ON DIATONACCOUS PINE SAND OR SILTY SOILS SILTS • ' ' ,LP- • J' , AND LIQUID LIMIT ;' CH 4RCATCN THAN SO t CLAYS INONOANIC CLAYS Of HIGH 'CITY, PAT CLAYS Y / ,.,, /,',/,././,' OH , " / , '; ORGANIC CLAYS OP MEDIUM TO HIGH ILAITICTY, ORGANIC SILTS +EAT, NOW 5, {OILS WITH WSW ORSANIC CONTENTS HIGHLY ORGANIC SOILS S� P -------z,--, " 1 SOIL NOTE DIAL SYNSOLI ANC VSCD TO INDICATE SONDIRLINE SOIL CLASSIPICATIONS CLASSIFICATION CHART UNIFIED SOIL CLASSIFICATION SYSTEM DAMNS a asOOtRIRI PLATE 9 RICHARD HUDSON & ASSOCIATES, INC. • CONSULTING ENGINEERS • 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206.324 -6160 JOB SHEET NO OF DATE DATE CALCULATED BY CHECKED BY SCALE 1 l‘h- ., . .. F. 1 . _ I ;e p lt � iU8 , Stan thr tt r•tlil`•,L t ;"el:7f. � U ,C..... I t,rc��r prrfa� a 'tt . ,rat F } �f' i � �% �� ' i re 1.11., I'`1QH P;.- .:Z _. .. �iN.l�l . ' I K ? .. .. •( 4q R �,�. ., STu."L. (-ell- uMt �/. l h C , l 1 i i 1 � tECEIVEb - CITY, OFTLIKVVILA E® i7 1991 PEI1MITENTER _ Cif I 1 I I ( . I .. i I c � (� I . I I I _ r I. .... .2�4��C j `� . Q L P._�. G ` _ _.. 2���_ �j - ...__.__.,.._...___ __ __ _ -- 1 1/ .w ._ , ( _ o_ 1_s _.c_ 7 ..... _ , _ e b . . ._ -.. ... �2s I 1 , I! t. a '. n •t� 1 I r o ' P P /�r� b�j�� 11 �] �! L. .._.. _! ��yy es _..- b' $ '( ' z 11' � � \ L _,._ 2 _ ..__.._._ _- - - -1_ , l. y .t _.. �'. _ 8.,. _.___ _. L) ___._ r ,.. .._ _ _____ _.._._ .._.._._ . -l4 I - - 12€1,,31 /� ...._. _ Ai . e ..... V.....IN 1_ _ _ RICHARD HUDSON 8e ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE a SUITE 18 SEATTLE, WASHINGTON 98122 206 - 324.6160 JOB SHEET NO --\ \\ CALCULATED BY DATE CHECKED BY DATE SCALE OF RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206-324-6160 jklb4 OAS 115 'I 1_ -. • 4c • •• • 60 • -- • - . . ... Eo . 1. 1 le-tps "7 1 17, Bemit te 4.1 355 LLH JOB \t\I 811)1 SHEET NO g,- CALCULATED BY CHECKED BY SCALE .41.4LS.') 43.1.2,1 -11 71* 6 ce .9€) 17 S 70c))( szkri) va.1(.6q+ s al,e)_ "7 2 5 OF DATE DATE RICHARD HUDSON & ASSOCIATES, INC. • CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206 - 324 -6160 12,7% k.A 1 , 17,E4.(13)C >Z (16001 9- 5 /q`7t 4L,i) C I:1Z) u 14 a = 3.5 !- j 'y' �• !P.]. 1 .. i. (I263..S` i is . 9 *( t 1 ? ) ... `18(16(;) JOB Gall IE. W131 a (..R 4 441 SHEET NO 2-3 CALCULATED BY OK DATE CHECKED BY DATE SCALE i •6z5 ( s q .425.(50 153 173 _ 14- 12:7402 RICHARD HUDSON & ASSOCIATES, INC. ' CONSULTING ENGINEERS ` 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206.324 -6160 I 1-� JOB C..tA'Ttc. V Pa-DCen 9 SHEET NO g CALCULATED BY I DATE CHECKED BY DATE SCALE OF RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206-324-6160 4 I • C C 4 I 12:7‘ 4. I ial t 6 , 62. 2 3.(= C C , c. Ct JOB eq14 SHEET NO e 6 I CALCULATED BY DATE CHECKED BY SCALE _6 6-5 .9F0 EYA 16 Z.S OF DATE P. 0k . It RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206 - 324 -6160 y It . r .v tl� „ "1t_,N SPRa/v. I \e I ... cMN ; ,Z(B b! ! Me: tet. k i JOB ea" EWh SHEET NO .93 f OF DATE CHECKED BY DATE SCALE CALCULATED BY I I �I�i ' . 4f ,ic�s. Ic k7. - l0{_... i i-z....2.41, .. f t....t.,._. _Mt?. .__... rtiE..... N..C.Fe.. ..... Roof . .' - ,. (�,�� 1 >., AT! I„IC /. .Ltse40. 0 , . • .. 4..... (- .70Lalt:07.1•4FX-1 1 114 CLOta); Mme �h1 tla • 3 $.. lc i rs _ 3 M LTIs? (3 u RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206- 324 -6160 ANL. , .. � t-. I I (3.. 6 L L z._ hin.l .. JOB // I TEA Y1A I1 ` OF CALCULATED BY L i� N, DATE CHECKED BY DATE SCALE SHEET NO W ` 2.. .56 ttle, _7......I. • RICHARD HUDSON & ASSOC. INC. CONSULTING ENGINEERS 1605 12th Ave. Suite 18 SEATTLE, WASHINGTON 98112 (206) 324 -6160 *************:** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * T I L T - U P W A L L D E S I G N * **************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** hese wall panels have been designed based on the TEST REPORT ON SLENDER WALLS ublished by the American Concrete Institute, Southern California Chapter and he Structural Engineers Association of Southern California. Fc = 3000. psi Fy = 60000. psi Actual Thickness = 6.250 in. Design Thickness = 5.500 in Effective Height = 23.000 ft. Height of parapet = 2.000 ft. Tributary width = 7.000 ft. Roof dead load = 3600. Pounds per Roof live load = 6800. Pounds per Wind load = 15.5 psf Seismic zone 3 Eccentricity = 6.3 in. Depth to steel = 3.690 in. . µ • 'bao2 w/ width b ( 32. in.) 32 1410e LtCt width b ( 32. in.) * * * * * * * * * * * * * * * * * * * * * * * * * * ** * CRITICAL LOAD CASE = 3 * * * * * * * * * * * * * * * * * * * * * * * * * * * ** loment under factored loads Mu = 8645.83 ft -lbs /width b 'hi times nominal moment (PhiMn) = 14112.29 ft -lbs /width b is required = .626 sq.in. per width b CASE IB U = 1.4(D) + 1.7(L) M= 0.6 *P *e + P *deflection loment under factored loads Mu = 21102.53 ft -lbs /width b 'hi times nominal moment ( PhiMn) = 21113.51 ft -lbs /width b )eflection under service loads = .248 in. loment under service loads = 3612.61 ft -lbs /width b 1s required = 1.285 sq.in. per width b JOB: Sheet no. L_)- Calculated by C. 1 Checked by Date: -87 I /31) %\ I inimum allowable steel area = .21 sq.in. / width b ( #4,& #5 bars) inimum allowable steel area = .26 sq.in. / width b ( #6 bars & larger) aximum allowable steel area = 1.89 sq.in. per width b aximum allowable deflection = 1.84 in. aximum allowable bar spacing = 16.50 in. CASE IA U = 1.4(D) + 1.7(L) M =P *e @ roof (No P* deflection) RICHARD HUDSON & ASSOC. INC. CONSULTING ENGINEERS 1605 12th Ave. Suite 18 SEATTLE, WASHINGTON 98112 (206) 324 -6160 CASE II U = .75(1.4D + 1.7L + 1.87E) .0 % Live Load Moment under factored loads Mu = 18972.86 ft -lbs /width b Phi times nominal moment (PhiMn) _ .19057.87 ft -lbs /width b Deflection under service loads = .671 in. Moment under service loads = 9759.29 ft -lbs /width b As required = 1.211 sq.in. per width b CASE III U = .75(1.4D + 1.7L + 1.7W) 5O% Snow load 'Moment under factored loads Mu = 20960.95 ft -lbs /width b Phi times nominal moment (PhiMn) = 20992.80 ft -lbs /width ;Deflection under service loads = .701 in. Moment under service loads = 10190.86 ft -lbs /width b As required = 1.351 sq.in. per width b 5 -# 5 As provided = 1.53 sq.in..e - 4 -# 6 As provided = 1.77 sq.in. CASE IV U = .9D + 1.43(E) Moment under factored loads Mu = 17986.36 ft -lbs /width b Phi times nominal moment (PhiMn) = 18031.23 ft -lbs /width b Deflection under service loads = .671 in. Moment under service loads = 9759.29 ft -lbs /width b As required = 1.138 sq.in. per width b CASE V U = .9(D) + 1.3(W) Moment under factored loads Mu = 15584.06 ft -lbs /width b Phi times nominal moment (PhiMn) = 15608.68 ft -lbs /width b Deflection under service loads = .608 in. Moment under service loads = 8849.33 ft -lbs /width b As required = .938 sq.in. per width b JOB: Sheet no. Calculated by Govt Checked by Date: 4424,140. Val 9` RICHARD HUDSON & ASSOC. INC. CONSULTING ENGINEERS 1605 12th Ave. Suite 18 SEATTLE, WASHINGTON 98112 (206) 324 -6160 **************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * T I L T - U P W A L L D E S I G N * **************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 'hese wall panels have been designed based on the TEST REPORT ON SLENDER WALLS published by the American Concrete Institute, Southern California Chapter and ;he Structural Engineers Association of Southern California. Fc = 3000. psi Fy = 60000. psi Actual Thickness = 6.250 in. Design Thickness = 5.500 in. Effective Height = 23.000 ft. Height of parapet = 2.000 ft. Tributary width = 7.000 ft. Roof dead load = 500. Pounds Roof live load = 800. Pounds Wind load = 15.5 psf Seismic zone 3 Eccentricity = 6.3 in. Depth to steel = 3.690 in. Minimum allowable dinimum allowable 4aximum allowable 4aximum allowable Maximum• allowable per width b ( per width b * * * * * * * * * * * * * * * * * * * * * * * * * * ** * CRITICAL LOAD CASE = 2 * * * * * * * * * * * * * * * * * * * * * * * * * * * ** steel area = .21 sq.in. steel area = .26 sq.in. steel area = 1.89 sq.in. deflection = 1.84 in. bar spacing = 16.50 in. CASE IB U = 1.4(D) + 1.7(L) M= 0.6 *P *e + P *deflection JOB: Sheet no. U...)-5 Calculated by G.1M Checked by Date: -8j23/90 32. in.) ∎ t aMie) C) .N •Dctoz. 32. in.) / width b ( #4 & #5 bars) / width b ( #6 bars & larger) per width b CASE IA U = 1.4(D) + 1.7(L) M =P *e @ roof (No P* deflection) Koment under factored loads Mu = 1072.92 ft -lbs /width b Phi times nominal moment (PhiMn) = 4180.86 ft -lbs /width b As required = .211 sq.in. per width b Koment under factored loads Mu = 5892.63 ft -lbs /width b Phi times nominal moment (PhiMn) = 5980.81 ft -lbs /width b Deflection under service loads = .029 in. Moment under service loads = 427.21 ft -lbs /width b As required = .211 sq.in. per width b iqo 'R.6.141 chi RICHARD HUDSON & ASSOC. INC. CONSULTING ENGINEERS 1605 12th Ave. Suite 18 SEATTLE, WASHINGTON 98112 (206) 324 -6160 CASE II U = .75(1.4D + 1.7L + 1.87E) .0 % Live Load lament under factored loads Mu = 15818.15 ft -lbs /width b ?hi times nominal moment (PhiMn) = 15929.37 ft -lbs /width b ) eflection under service loads = .589 in. moment under service loads = 8565.48 ft -lbs /width b ks required = .982 sq.in. per width b 6 -# 4 As provided = 1.18 sq.in. 4 -# 5 As provided = 1.23 sq.in. 44,-- CASE III U = .75(1.4D + 1.7L + 1.7W) 50% Snow load Moment under factored loads Mu = 13952.82 ft -lbs /width b Phi times nominal moment (PhiMn) = 13973.27 ft -lbs /width b Deflection under service loads = .538 in. Moment under service loads = 7821.77 ft -lbs /width b As required = .822 sq.in. per width b CASE IV U = .9D + 1.43(E) Moment under factored loads Mu = 15339.91 ft -lbs /width b Phi times nominal moment (PhiMn) = 15389.80 ft -lbs /width b Deflection under service loads= .589 in. Moment under service loads = 8565.48 ft -lbs /width b As required = .952 sq.in. per width b CASE V U = .9(D) + 1,3(W) Moment under factored loads Mu = 13006.95 ft -lbs /width b Phi times nominal moment (PhiMn) = 13115.54 ft -lbs /width b Deflection under service loads = .527 in. Moment uhder service loads = 7672.30 ft -lbs /width b As required = .777 sq.in. per width b JOB: Sheet no. Calculated by CAM Checked by Date: .437 40' oft RICHARD HUDSON & ASSOC. INC. CONSULTING ENGINEERS 1605 12th Ave. Suite 18 SEATTLE, WASHINGTON 98112 (206) 324 -6160 **** * * * * *** * * * *4 * *44 * *4* * ** * * *** *4* *icy *4 * * * * * ** * T I L T - U P W A L L D E S I G N * ********4******* * * * ** ** * * * * * * * * * ** * * * * * * * * * * * ** 'hese wall panels have been designed based on the TEST REPORT ON SLENDER WALLS )ublished by the American Concrete Institute, Southern California Chapter and he Structural Engineers Association of Southern California. Fc = 3000. psi Fy = 60000. psi Actual Thickness = 5.500 in. Design Thickness = 5.500 in. Effective Height = 23.000 ft. Height of parapet = 2.000 ft. Tributary width = 1.000 ft. Roof dead load = 52. Pounds Roof live load = 100. Pounds Wind load = 15.5 psf Seismic zone 3 Eccentricity = 6.3 in. Depth to steel = 2.750 in. Minimum Minimum Maximum Maximum Maximum per width b ( per width b ( * * * * * * * * * * * * * * * * * * * * * * * * * * ** * CRITICAL LOAD CASE = 2 * 4 * * * * * * * * * * * * * * * * * * * * * * * * * ** allowable steel area = .08 sq.in. allowable steel area = .10 sq.in. allowable steel area = .53 sq.in. allowable deflection = 1.84 in. allowable bar spacing = 16.50 in. JOB: Sheet nu. UJ Calculated by Checked by Date: -4" v 1 J9 ` 12. in.) 12. in.) / width b ( #4 & 115 bars) / width b ( #6 bars & larger) per width b CASE IA U = 1.4(D) + 1.7(L) M =P *e 0 roof (No P* deflection) Moment under factored loads Mu = 127.47 ft -lbs /width b Phi times nomina1 moment (PhiMn) = 431.47 ft -lbs /width b As required = .079 sq.in. per width b. CASE IB U = 1.4(0) 4 1.7(L) M= 0.6 *P *e + P *deflection Moment under factored .loads Mu = 920.83 fit -lbs /width b Phi times nominal moment (PhiMn) = 964.98 ft -lbs /width b Deflection under service loads = .009 in. Moment under service loads = 48.66 ft -lbs /width b As required = .079 sq.in. per width b FePcb7 Pa•r_ 5Try1P , NM / . t /2 re ( clt- W( 1 Util((tV* r2 LOAZ) cc ttf t� 6 r RICHARD HUDSON & ASSOC. INC. CONSULTING ENGINEERS 1605 12th Ave. Suite .18 SEATTLE. WASHINGTON 98112 (206) 324 -6160 CASE II U = .75(1.40 + 1.7L + 1.87E) .0 % Live Load oment under factored loads Mu = 2076.11 ft-lbs /width b hi times nominal moment (PhiMn) = 2160.49 ft -lbs /width b eflection under service loads = .191 in. lament under service loads = 1040.78 ft -lbs /width b is required = .172 sq.in, per width b lo. 4 @ 13 in. o.c. Equivalent As. _ .18 sq.in. /ft„ lo. 5 @ 16 in. o.c. Equivalent As. _ .23 sq.in./ft. CASE III U = .75(1.40 + 1.7L + 1.7W) 50% Snow load loment under factored loads Mu = 2022.44 ft -lbs /width b 'hi times nominal moment (.PhiMn) = 2087.26 ft -lbs /width b reflection under service loads = .197 in. lament under service loads = 1073.50 ft -lbs /width b Is required = . .165 sq.in. per width b CASE IV U = .90 + 1.43(E) foment under factored loads Mu = 2002.72 ft -lbs /width b 'hi times nominal moment (.PhiMn) _ . 2053.70 ft -lbs /width b leflection under service loads = .191 in.. foment under service loads = 1040.78 ft -lbs /width b 'is required = .165 sq.in. per width b CASE V U = .9(0) + 1.3(W) JOB: Sheet no. L -� Calculated by .J Pt" Checked by Date. 0/2 foment under factored loads Mu = 1885.49 ft -lbs /width b , hi times nominal moment (PhiMn) = 1947.62.ft -lbs /width b leflection under service loads = .194 in. foment under service loads = 1056.71 ft -lbs /width b Is required = .155 sq.in. per width b / 0 V -�. ho 4-. u9� 4 1'611 . 2 2\ 1'L 12 ha RICHARD HUDSON & ASSOC. INC. CONSULTING ENGINEERS 1605 12th Ave, Suite 18 SEATTLE, WASHINGTON 98112 (206) 324 -6160 *****4*** 4****4* ** * * * ** * * * *4* ** * * *4** * * * * * * * * *4 * T I L T U P W A L L D E S I G N * **************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** These well panels have been designed based on the TEST REPORT ON SLENDER WALLS published by the American Concrete Institute, Southern California Chapter and the Structural Engineers Association of Southern California. Fc = 3000. psi Fy = 60000. psi Actual Thickness = 7.250 in. Design Thickness = 7.250 in. Effective Height = 23.000 ft. Height of parapet = 2.000 ft. Tributary width = 1.000 ft. Roof dead load = 170. Pounds Roof live load = 365. Pounds Wind load = 15.5 psf Seismic zone 3 Eccentricity = 6.3 in. Depth to steel = 2.750 in. per width b (• per width b ( 12. in.) 12. in.) * * * * * * * * * * * * **4* * * * * * * * * * * ** * CRITICAL LOAD CASE = 2 * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Minimum allowable steel area = .10 sq.in. / width b ( #4 & #5 bars) Minimum allowable steel area = .13 sq.in, / width b ( #6 bars &larger) Maximum allowable steel area = .53 sq.in. per width b Maximum allowable deflection = 1.84 in. Maximum allowable bar spacing = 18.00 in. CASE IA U = 1.4(0) + 1.7(L) M =P *e @ roof (No P* deflection) Moment under factored loads Mu = 450.71 ft -lbs /width b Phi times nominal moment (PhiMn) = 943.31 ft -lbs /width b As required = .104 sq.in. per width b' CASE I8 U = 1.4(0) •t 1.7(L) M= 0.6 *P *e + P *deflection Moment under factored loads Mu = 1837.68 ft -lbs /width b Phi times nominal moment (PhiMn) = 1879.99 ft -lbs /width b Deflection under service loads _ .014 in. Moment under service loads = 170.48 ft -lbs /width b As required = .123 sq.in. per width b JOB: Sheet Calculated by Checked by Date: 8/28/90 _ _______, L '1 %1 1tt tck- r,AN01. � V■41P4. . WI X21 d - re Its . RcSOF tNP RICHARD HUDSON & ASSOC. INC. CONSULTING ENGINEERS 1605 12th Ave. Suite 18 SEATTLE, WASHINGTON 98112 (206) 324 -6160 CASE II U = .75(1.40 + 1.7L f 1.87E) .0 Live Load loment under factored loads Mu = 2924.70 ft -lbs /width b 'hi times nominal moment (PhiMn) = 2995.49 ft -lbs /width b reflection under service loads = .112 in. foment under service loads = 1396.61 ft -lbs /width b Is required = .247 sq.in, per width b lo. 4 @ 9 in. o.c. Equivalent As. _ .26 sq.in. /ft. lo. 5 @ 14 in. o.c. Equivalent As, _ .26 sq.in. /ft. CASE III U = .75(1.40 4 1.7L 4 1.7W) 50% Snow load CASE IV U = .90 + 1.43(E) CASE V U = .9(0) 4 1.3(W) JOB: Sheet no. l0 - Calculated by CA A1 Checked by Date: -87 8 = 1 loment under factored loads Mu = 2551.50 ft -lbs /width b 'hi times nominal moment (PhiMn) = 2587.08 ft -lbs /width b )eflection under service loads = .092 in. loment under service loads = 1147.79 ft -lbs /width b as required = .203 sq.in. per width b loment under factored loads Mu = 2800.20 ft-lbs/width b )hi'times nominal moment (PhiMn) = 2890.57 ft -lbs /width b )eflection under service loads = .112 in. loment under service loads = 1396.61 ft -lbs /width b 1s required = .240 aq.in. per width b Moment under factored loads Mu = 2173.78 ft -lbs /width b Phi times nominal moment (PhiMn) = 2256.94 ft-lbs /width b Deflection under service loads = .087 in. Moment under service loads = 1088.39 ft-lbs/width b Frs rewired = .178 sq.in. per width b RICHARD HUDSON 8e ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206-324-6160 JOB v1/41(ay SHEET NO CALCULATED BY DATE CHECKED BY SCALE OF DATE hese wall panels have been designed based on the TEST REPORT ON SLENDER WALLS published by the American Concrete Institute, Southern California Chapter and he Structural Engineers Association of Southern California. Fc = 3000. psi Fy = 60000. psi Actual Thickness = 7.250 in. Design Thickness = 7.250 in. Effective Height = 18.000 ft. Height of parapet = 10.000 ft. Tributary width = 1.000 ft. Roof dead load = 8500. Pounds Roof live load = 0. Pounds Wind load = 15.5 psf Seismic zone'3 Eccentricity = 1.0 in. Depth to steel = 3.625 in. Minimum linimum Maximum Maximum Maximum RICHARD HUDSON & ASSOC. INC. CONSULTING ENGINEERS 1605 12th Ave. Suite 18 SEATTLE, WASHINGTON 98112 (206) 324-6160 ****************: k*** * ** * * ** * * * * * ** **** * * * * * * * ** * T I L T U P W A L L 0 E S.I G N * ***************** * * * * * * * * * * * * * * * *4k * * * * * * * * * * * ** per width b ( 12. in.) per width b ( 12. in.) * * * * * * * * * * * * * * * * * * * * * * * * * * ** * CRITICAL LOAD CASE = 2 * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** allowable steel area = .10 sq.in. / width b ( #4 & #5 bars) allowable steel area = .13 sq.in. / width b ( #6 bars & larger) allowable steel area = .70 sq.in. per width b allowable deflection = 1.44 in. allowable bar spacing = 18.00 in CASE IA U = 1.4(0) + 1.7(L) M =P *e @ roof (No P* deflection) Moment under factored loads Mu.= 991.67 ft -lbs /width b times nominal moment (PhiMn) = 4052.09 ft -lbs /width b As required = .104 sq.in. per width b CASE IB U = 1.4(0)+ 1.7(L) M= 0.6 *P *e + P *defllection Moment under factored loads Mu = 5440.03 ft -lbs /width b Phi times nominal moment (Phihn) = 5444.79 ft -lbs /width b Deflection under service loads = .022 in. Moment under service loads = 443.44 ft -lbs /width b As required = .192 sq.in. per width b JOB: Sheet no. \ti) -1 \ Calculated by G40 Checked by Date: $3/20/90` l /-g1'Q) '-7.' O I n17 Lop, Q +0 S P/wunQ- I�n.� RICHARD HUDSON & ASSOC. INC. CONSULTING ENGINEERS L605 12th Ave. Suite 18 SEATTLE, WASHINGTON 98112 (206) 324 -6160 CASE II U = .75(1.4D + 1.7L F 1.87E) .0 % Live Load foment under factored loads Mu = 5121.23 ft -lbs /width b , hi times nominal moment (Philip) = 5159.87 ft -lbs /width b reflection under service loads = .063 in. foment under service loads = 1293.61 ft -lbs /width b Is required = .210 sq.in. per width b 5 1 'L 64- lo. 4 @ 11 in. o.c. Equivalent As. _ .21. sq.in. /ft. L � . , lo. 5 @ 17 in. o.c. Equivalent As. - .22 sq.in. /ft. ��Ci� }` - FA(...c: Ancy / CASE III U = .75(1.4D •I 1.7L 4 1.7W) 50% Snow load JOB: Sheet no. U-) ' r"?.. Calculated by C Sdt.∎ Checked by Date: *01 / lament under factored loads Mu = 4688.60 ft -lbs /width b )hi times nominal moment (PhiMn) = 4752.54 ft-lbs/width b ) eflection under service loads = .054 in. loment under service loads = 1098.44 ft -lbs /width b tis required = .176 sq.in. per width b CASE IV U = .90 + 1.43(E) lament under factored loads Mu = 4438.40 ft• -lbs /width b 'hi times nominal moment (PhiMn) = 4506.43 ft -lbs /width b ) eflection under service loads = .063 in. . loment under service loads = 1293.61 ft -lbs /width b �ls required = .176 sq.in. per width b CASE V U = .9(0) 4 1.3(W) Moment under factored loads Mu = 4007.49 ft-lbs /width b Phi times nominal moment (Phihn) = 4075.67 ft -lbs /width b Deflection under service loads = .054 in. Moment under service loads = 1098.44 ft -lbs /width b As required = .142 sq.in. per width b RICHARD HUDSON & ASSOCIATES, INC. • CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206-324-6160 •-• • • 1• • 1 A' I 11, -17.1 1 2 I I 1-. ck JOB SHEET NO F I CALCULATED BY CA.)11 CHECKED BY SCALE - • - 710.TL. Pr" ,Cd2, OF DATE DATE - .2.3S2.1..r. -2 *NI ■ 2:1. •I .p1B1(2c1. 14 RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206-324-6160 Zo4 inwcF7 o c,F FL? E) p f,14 6416.1) -- t I f 3 SG. Pc,r 1--- MF. p 2.1:"Ct JOB NzIew SHEET NO. F 2 - CALCULATED BY C... OF DATE CHECKED BY DATE SCALE L. 3 2 se -V` PLC ` -� RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206 - 324 -6160 JOB l.� ( V..1W LbCt *C SHEET NO C"^''? I OF CALCULATED BY 0411 DATE CHECKED BY DATE SCALE RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206- 324 -6160 Joe SHEET NO OF CALCULATED BY 0 -.% ‘ DATE CHECKED BY DATE SCALE 1- . 1 11 ..- ....._ ... - ____ _- ..-___. CC - - -- ,__..._....- -NUCI ....... -- -- _. _ $V -- ... ... . . . • __ 1 . I : 7 I I�I , G _ _ _. .... .... -..._ b _. 1 J i .. I . I. I .. � ... , ,�' ,I I I I _ - .._._ ..... ...._.... ..........__..._.... __..- ___- _.__. I _...__...- _ ._ _...1,w.-._. G, .... ..p. Li=..,.........., _.._ __ F....__ I . .. V•(l■l i ? hylA ! Ex l I P. , z. C. I i _..__ 7 _(;, ..._ C I ............ ........ 75 _ _...__, __._...- ____-__._ 1 / i 2o i 10 I C _ .._ ,1.. L.W.1 {'� f e ZIC— _ `/ -' *. \ . i...... .. ._ _ ... 1 .............. E . - W.. -.):) ... ip.1 L( p i I .. .. E,(,:(7 ) /) .5(7c1)..+ .1$ 14 ...= .__.._ RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206 - 324 -6160 JOB FeO BE:D PYb1 . ISLD . SHEET NO. 1p CALCULATED BY DATE CHECKED BY DATE SCALE OF RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206-324-6160 LA egk.L.: ' ; i ; : 4 I 1 1 I , , ■ i I i l E:. - b iN:Ptirtiae i) 1 I 0 ! v r b I_ . (.0 " I ' , I E.-*1 IDIIN.raevt41 t . _ 1 , 1 , 14.) 11I ,C • • ' , , Dit4'1+RIetni a ! ii., -rife_ • i 1 i ' ! . i r— . 1 i f3 6c Loc.f›. 11 , LI. L 6.7...... .., Sc>. c,,............_,uot_F......:4 O.._ F.....17._MF........ 1 czt4 a L.. . I _ lat.r - rip, _ . . ial.ko. r...: , _ s... , . —. i -- I- - •- - - • - • '• . I" .. — - • • — — e - 1 - ‘"• .......... 1 .. \I 1 •Z: ...aa',....1 4a4i4 461.r. t 'f5,6 ps I " l'• I ;.1 1 - --- • - - - • ' • • ' - '?..• \ I ' -' - 1 5,.oi ( 1(4 1.. i I - • - • - - • - . I • • - I ' • -!. .. . . E.-'.J. i N '"'. a qbt,t(0) ,1.7,.. JOB BaKeliD &Pt/ SHEET NO L1 OF CALCULATED BY C..) DATE CHECKED BY DATE SCALE kr E..ti - -4J u 5 7 )(,I315) .3z3 M _.._._(1.,!...7!..... . ... 1 ......c.......2fic) .,...qt... . .. 6 a .7 ....,...1 1 . .". ...,t ... • CAL i3O7 - ........ .7,_. 8 RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206 - 324.6160 . 7 5az _ • on 6,63 8 5 2?) SHEET NO I..." 3 OF CALCULATED BY C.) VI. DATE CHECKED BY DATE SCALE JOB 51,3 v..1 i ct - E . se. IOd ... 2'/i ZGou-r; 4," 7,'e. . a7tt Ic ._ e. %icoti7. ( 6 ,071 I ocl e ,Ca /c ALL ra h .96 F . _. 1 y &We _ aTH lit fit c . a P . C r RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE e SUITE 18 SEATTLE, WASHINGTON 98122 206 - 324.6160 hbek '1ne 17�IaFf�%M _Q �.711t�2: A4' 12' ! rob nun I j k`� . • 76 WPs I, i • 2,6 .1.._... P.oc�F =.. .12 5. c 13(0 I ZS . = .. 2. ee. 3.$2 12..c (2 Ir1) )2,s K . fee $i,1 3 . =....iz.5. e ;) (I1).. Iz,S.` I 2., S 4 17 . CrA (17 _ 8 O 1111, — z _ S wd� . 1 z , 4 1 s CO \„ .. --!- .: ? --5 . i 36 r, i .. i . ! JOB C- 1tTT��Y�I9 SHEET NO L. CALCULATED BY C. J t- • ww OF DATE CHECKED BY GATE SCALE RICHARD HUDSON 8e ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206-324-6160 ••• • . ( -4&; 5 ei IP 1 • 4, y 7 \ e• -q „ (4 _......_ ru... .8.ca U.) 'orzl . tck 154P s.1 3. fLf, L.$ 1 JOB (...=7tN. SHEET NO OF CALCULATED BY DATE CHECKED BY DATE SCALE 52j _ 36. 4 I (2 1)-1 P61 , I._ •. i • . d ,Ito. - --. ..- \ -- . ...... ......_.. 1 - 1 1 --/- - - - 1 --- • y ' • ' -• --I-- • -4---- i az ‘ 1 ..1(1.. .......1:.).. - rte. .G) ,10 _ RICHARD HUDSON & ASSOC. INC. CONSULTING ENGINEERS 1605 12th Ave. Suite 18 SEATTLE, WASHINGTON 98112 (206) 324 -6160 **************** ** * * *** ** * * * * * * * * * * * * * * * * * * * * ** * T I L T ~ U P W A L L D E S I G N * **************** : * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** hese wall panels have been designed based on the TEST REPORT ON SLENDER WALLS published by the American Concrete Institute, Southern California Chapter and ,he Structural Engineers Association of Southern California. Fc = 3000, psi Fy • = 60000. psi Actual Thickness = 12.000 in. Design Thickness = 12.000 in. Effective Height = 22.000 ft. Height of parapet = .000 ft. Tributary width = 1.000 ft. Roof dead load .. 9999. Pounds per width b ( 12. in.) Roof live load = 5330. Pounds per width b ( 12. in.) Wind load = 336.0 psf Seismic zone 3 Eccentricity = 1.0 in. Depth to steel = 9.690 in. * * * * * * * * * * * * * * * * * * * * * * * * * * ** * CRITICAL LOAD CASE = 3 * * * * * * * * * * * * * * * * * * * * * * * * * * * ** �a> linimum allowable steel area = .17 sq.in. / width b ( #4 & #5 bars) linimum allowable steel area = .22 sq.in. / width b ( #6 bars & larger) laximum allowable steel area = 1.86 sq.in. per width b laximum allowable deflection = 1.76 in. laximum allowable bar spacing = 18.00 in. CASE IA U = 1.4(0) + 1.7(L) M =P *e @ roof (No P* deflection) Moment under factored loads Mu = 1921,63 ft -lbs /width b 'hi times nominal moment (PhiMn) = 17086.99 ft -lbs /width b As required = .173 sq.in. per width b CASE I6 U= 1.4(0) 4 1.7(L) M =0.6 *P *e 4 P *deflection Moment under factored loads Mu = 5020.42 ft -lbs /width b Phi times nominal moment (PhiMn) = 16384.57 ft -lbs /width b Deflection under service loads = .013 in. Moment under service loads = 784.34 ft -lbs /width b As required = .173 sq.in. per width b JOB: Sheet no. L S ow Calculated by Checked by Date: 8/27/90 RICI•HARD HUDSON & ASSOC. INC. CONSULTING ENGINEERS 1605 12th Ave. Suite 18 SEATTLE, WASHINGTON 98112 (206) 324 -6160 CASE I1 U = .75(1.40 + 1,7L + 1.87E) .0 % Live Load loment under factored loads Mu = 5104.64 ft -lbs /width b times nominal moment (PhiMn) = 11355.43 ft -lbs /width b reflection under service loads = .041 in. loment under service loads = 2553.95 ft -lbs /width b is required = .173 sq.in, per width b CASE III U = .75(1.40 4 1.7L. + 1.7W) 50% Snow load loment under factored loads Mu = 29438.63 ft -ibs /width b )hi times nominal moment (PhiMn) = 35259.85 ft -lbs /width b )eflection under service loads _ .345 in loment under service loads = 21364.35 ft -lbs /width b required = .715 sq.in. per width b O. 7 @ 10 in. o.c. Equivalent As. _ .72 sq.in./ft. io. 8 @ 13 in. o,c. Equivalent As. _ .72 sq.in. /ft. CASE IV U = .9D + 1.43(E) loment under factored loads Mu = 4817.77 ft-lbs /width b 'hi times nominal moment (PhiMn) = 10280.97 ft- lbs /width•b ) eflection under service loads = .041 in. Moment under service loads = 2553.95 ft -lbs /width b Is required = ,173 sq.in. per width b CASE V U = .9(0) 4 1.3(W) Moment under factored loads Mu =• 28715.91 ft -ibs /width b phi times nominal moment (PhiMn) = 32924.03 ft -lbs /width b Deflection under service loads = .342 in. Moment under service loads = 21153.84 ft -lbs /width b As required = .701 sq.in. per width b • JOB: Sheet no. L. -Sb Calculated by Checked by Date: 8/27/90 .1 3 - 07 JAI 2..4 Re .715 (z) aIL rptsvi V‘lloa • RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206 - 324 -6160 JOB L • C: BY J 11 SHEET NO OF DATE CHECKED BY DATE SCALE RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206 -324 -6160 JOB /. E. i 'f SHEET NO L �] CALCULATED BY J ti OF DATE CHECKED BY DATE SCALE RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206- 324 -6160 • i_ C- 11 Pfa ©■•! L..IOU 4 'w i -51 x-51... + .�5.. _ i_I_� _ f� I ►°'� _, . -- J - _ . 6 . .... • A;! ot 1- 2.13(1 W= L L.....•._.'7. ta I 2'4 D. L . t c�, ._ 11.246 .�. !s. 21 17_ .. AS .a.._.. Cro l UM 1.14L--- ..'7 •�� -... .. 'Civet • t,.. 6.4 JOB SHEET NO OF DATE CHECKED BY DATE SCALE CALCULATED BY 4t.I 1.14. ...... £TL'Ni9 L - � sl .1 ___C aL,uatas (DAGL_ 1Nt z9 24 s7I RIC;ETARD HTJDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206-324-6160 • i 1 I i 1 , • •_ . . _i.. _}.. [ - .4.. is.. e ._ .c,(21041, 14 = .....1.. -i - :.-t,. i-1 i '1',!•••• - - - 41 - • • -4 - ' - 1 ' .[... 1 1 „ . .. ...... ... „. ...r\ ?...9....... k4.- 2.(,:iz)..4.._ ;67 9 (..2.,00, 4„,c, - •• C7‘ < - ./ A Z;t (1•,Ze.,)(*)k coL omo.. JOB \*1 *c SHEET NO CALCULATED BY 4^A P I CHECKED BY DATE SCALE .-r „. ,..._ k.....6 i A ....t„..J......131; „-r. 2-.) s.. ----•- 7:,.!-I__ I s _kcompors , 41 , __(:\ ettA .,,_, ,,,.. ......._ S - 6.5et) . ""I‘ - - 2 .it II n f3, .,., .1 u 3"4.■.:_0•S`,0 ...&Wusito .M=. IS (St' t 2- - ' ' ...te...,' - I • , ', _._ .. T. CoDf.l. . . 1 i.. .,.. .. i...„.i:...., ".P .1... .i.5 . 7 •:=k Q. 'i::: k_ieL • - ::7•_••••_ .. 7 17.'".7a) I 1 . < \ - .-1- Y----. L.,otko_ cV _.....4_._..417.C.(4 1.(.., _Tr 3 OF DATE • _ 51,5' 1 RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206-324-6160 JOB G. +c:\ SHEET NO L - 4 0 CALCULATED BY C.-4 OF DATE CHECKED BY DATE SCALE PROJECT: GATEWAY PHASE V/TUKWILA January 24, 1991 3132L.001 j99r RECEIVED .� CITY OF11 $KWILA FEB 7 1991 F EB I 1 1991) COMBINED LEGA(. DESC & 9 t PERMITCENTER PROPOSED GATEWAY CORPORATE CENTER , That portion of the Stephan, Foster Donation Claim No. 38 and of the C.C. Lewis Donation Claim. No. 37, in Section 10, 11, 14, and 15, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: COMMENCING at a point which bears North 40° 01' 05" West 920.15 feet from a monument at the point of intersection of a curve on the centerline of the Duwamish- Renton Junction Road, said point of intersection being approximately 1000 feet East and 20 feet South of the quarter corner between said Sections 14 and 15; THENCE North 49° 24' 00 ". West 835.00 feet on a line parallel to and 150.00 feet Northeasterly of the centerline of said Duwamish- Renton Junction Road, to a point which bears North 81 ° 44' 15" East 199.17 feet from the point of curve on the centerline of said Duwamish- Renton Junction Road, said point of curve being approximately 1200 feet North and 440 feet West of the quarter corner between said Sections 14 and 15; THENCE South 40° 36' 00" West 20.00 feet to the Northeasterly margin of the right -of -way of the Puget Sound Electric Railway, as established by deed recorded under King County Recording No. 310898 (and now known as the City of Seattle Transmission Line right -of -way); THENCE North 49° 24' 00" West along said right -of -way 980.29 feet to the TRUE POINT OF BEGINNING; THENCE South 49° 24' 00" East 400.00 feet; THENCE North 40° 36' 00" East 702.10 feet; THENCE North 49° 24' 00" West 325.00 feet; THENCE South 79° 15' 35" West 12.81 feet; THENCE North 49° 24' 00" West 67.00 feet; THENCE South 40° 36' 00" West 692,10 feet to the TRUE POINT OF BEGINNING. PROJECT: PERMIT NO. ... _ SITE ADDRESS: 0 ...- _ DATE CALLED: 40 7 /_ TYPE OF INSPECTION / .. -. DATE WANTED: • ..,:, lop IP .• — oilt _ SPECIAL INSTRUCTIONS: ...,-_...:.--...w...e-Arm.....---. ___-e-' REQUESTER: - PHON 0.: INSPECTION RESULTS/COMMENTS: 7 .......___ All INSPECTOR: A ff ,..,,., rx .4 .4 ..611 .40 DATE: a ji; A. CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 (, INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: _ PERMIT NO. j SITE ADDRESS: y � DATE CALLED: r C• --9 r/ TYPE OF INSPECTION: C ( DATE WANTED: ,r —( -- / Ariiit SPECIAL INSTRUCTIONS: REQUESTER: / ..- PHONE NO.: INSPECTION RESULTS /COMMENTS: ` / . / jam - ;� ;;�!; . _ dr . �-P ; 4 _ / l a�Z .4V . INSPECTOR: 4 I , A / _,� ,� DATE: ;A. ,` CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: her L _� ; A . ' _ PERMIT NO. 6�S e) 3 SITE ADDRESS: P DATE CALLED: e' -l_S`� --- _ _ TYPE OF INSPECTION: ./.- 5 A� � DATE WANTED: g _ 5 ' / p'�m./ SPECIAL INSTRUCTIONS: � ,i� REQUESTER: ,„4:. vi �P G,� PHONE NO.: z> !�'�cJ�v� /, (p&k..) ,` ,r/ 3S<_Z1. INSPECTION RESULTS /COMMENTS: , 4,2.0-2 %7 4 _ ,� ..e.- 4.to, , / / , r ,,,.,,�,- ,, J'e 4 ,Q, --2, �.r,r - y, -Ad 6OZ.- -rio,„ P�� �'h � , a Ac e -� c . INSPECTOR �l�• „ . DATE: g.l' ig CITY OF TUKWILA Dept, of Community Development - Building Division Phone: (206) 431 -3670 C INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: AMU, Mr PERMIT NO. . 583 SITE ADDRESS: 3 C 3 S Ora DATE CALLED: TYPE OF INSPECTION: F otvot J DATE WANTED: .30 'ft a.m. SPECIAL INSTRUCTIONS: REQUESTER: b ,4v (Are �... PHONE NO.: INSPECTION RESULTS /COMMENTS: C2 -5 1 -c' - A...x - S -'� 1- �' -" c- .,:..-ke..�.,..fl - G,,, , ,J2_4x, c ,,-„-kr:- ri 0-c-1/ DATE: " (517174,/ INSPECTOR: 7 t C --° CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 c INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: PERMIT NO. G S c9 3 , Le m,,, 7 SITE ADDRESS: DATE CALLED: 2 -__2_,/ e ' m ' DATE WANTED: — 2- '- TYPE OF INSPECTION: alJy- - ' da si k SPECIAL INSTRUCTIONS: / Z, REQUESTER: � (__,, PHONE NO.: INSPECTION RESULTS /COMMENTS: /4 I. � .. --/ di INSPECTOR: f __,AIIIMI, II 4 ,,,,.._ ji_ DATE: Z%2 4 / -- c CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 C INSPECTION RECORD 6300 Southcenter Boulevard – #100 Tukwila Washington 98188 - PERMIT NO. G 5(33 DATE CALLED: PROJECT: ,� J � _ �' SITE ADDRESS: TYPE OF INSPECTION: �„ DATE WANTED: --2j -- `' 7 ��- z p.m. SPECIAL INSTRUCTIONS: REQUESTER: : ., e _,,,,,, e----e PHONE NO.: I 1 INSPECTION RESULTS /COMMENTS: CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: (_, ,c t 4._ PERMIT NO. 6r ,S SITE ADDRESS: 03 ,,,, . . ,t / ,s.;. L„i DATE CALLED: —c TYPE OF INSPECTION: i Sr1 r , . 4 -:' . -, /)-,.. e 7---1(/ a. DATE WANTED: 2��,. -' v p.m. SPECIAL INSTRUCTIONS: _ REQU / , �. f 1,� PHONE NO.: ' INSPECTION RESULTS /COMMENTS: - A T1) 0 (Z I (sk . 9 , .r 1 C.12s0 lid ers=reremes. ` -,. CITY OF TUKV 1LA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: ( + _ , SITE ADDRESS: / 3 0 ; S ` 7 -- (,.,6,/4(-7, u / PERMIT NO. DATE CALLED: c � 7--,...., -- y/ TYPE OF INSPECTION: / -C) OC /['�o 1, ;-i3 DATE WANTED: --/7 — / 17:111,.. SPECIAL INSTRUCTIONS: /�r -�, 3 ; L20r REQUESTER: ,, 4,,,,/ / ,,e t PHONE NO.: :INSPECTION RESULTS /COMMENTS: ' c, ItJQ6CAY/1el. 11 ATM. y 7 + 11'1 _ Q I CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: Mrdiri is SITE ADDRESS: O •� . ''... .4 / r I , �, ALL ' PERMIT NO. a i�."' 'ATE CALLED: — TYPE OF INSPECTION: �PJ ,ei1 i , / ir7 DC fyi DATE WANTED: 7- / / p , -SPECIAL INSTRUCTIONS: , REQUESTER: ) )6 ,._, -_-- PHONE NO.: (L, --' T INSPECTION RESULTS /COMMENTS: 1 , _ _ - , . _ /4- Pa t i/' `i U 42 ' j (..,--14 .. c .0-i r , i^" /„el ..1 . (/* p r . ! -' r ' 4! e-7 i' .. V / w / INSPECTOR . gyp ,y.,/� -,f � :� fi DATE: CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: SITE ADDRESS: .... ........7 ,. . DATE CALLED: TYPE OF INSPECTION: / /1"; / a, _ REQUESTER: "/ 44 . i / .e PHONE NO.: SPECIAL INSTRUCTIONS: INSPECTION RESULTS/COMMENTS: Air . , . a 7 / , (-) INSPECTOR: IPI.M.I/ir .4 As DATE: — CITY OF 77JKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 • INSPECTION RECORD 6300 Southcenter Boulevard – #100 Tukwila Washington 98188 PROJECT: ,. A,• _ ■ • PER MIT NO.� SITE ADDRESS: DATE CALLED: TYPE OF INSPECTION: DATE WANTED: £ ? - G( ,_) a.m.,- SPECIAL INSTRUCTIONS: XP, /Wa c,(4, t.J REQUESTER: y / PHONE NO.: INSPECTION RESULTS /COMMENTS: L CAA-0 �1,A�R . ) i , _ e . . c ,,P J: ors J - t AAA- c,-. nom, ` I p f.¢- o n.n.. do .dl , 7 y e-co INSPECTOR: t —1---- DATE: , • CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTIOIS RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: , . , _ PERMIT NO. SITE ADDRESS: i - . „ DATE CALLED: -- TYPE OF INSPECTION: !• DATE WANTED: - .— _4' kilialP SPECIAL INSTRUCTIONS: REQUESTER: /,r PHONE NO.: INSPECTION RESULTS /COMMENTS: U (c-e§-y, f ) R INSPECTOR: -'' 7 t , -- DATE: ( - ! 2 1 I CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: ! � PERMIT NO. _6_6:613 DATE CALLED: = - SITE ADDRESS: - ' , . _ ,Iv, _ TYPE OF INSPECTION: .,ry c�v- DATE WANTED: SPECIAL INSTRUCTIONS: REQUESTER: PHONE NO.: INSPECTION RESULTS/COMMENTS: /�? i o1T r' 'L INSPECTOR: ez�,e �, -, DATE: 6 ....vim CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTIOtfRECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: PERMIT NO. DATE CALLED: (t , SITE ADDRESS: TYPE OF INSPECTION: L . DATE WANTED: . S - 2? - 1 1 a � SPECIAL INSTRUCTIONS: /r> , ,,, -, r REQUESTER: PHONE NO.: _ INSPECTION RESULTS /COMMENTS: INSPECTOR: DATE: _`5 - 2 z 'if CITY OF TUKWIL A Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: E , LP u1 c.4 ,, PERMIT NO. (v S g SITE ADDRESS: DATE CALLED: -- (.. - TYPE OF INSPECTION: / .sir DATE WANTED: S -�Z) -..- , p .m m . SPECIAL INSTRUCTIONS: 7 ; vc, 4,, REQUESTER: /,_., Lo , a L ive PHONE NO.: INSPECTION RESULTS /COMMENTS: A :. / ' - s / J.. i.e II 6 , - /1 /o 1,9 X /, f t 4///c>"7:"'"'.""."."."'.","1 � w.�. Mlf)MIlMl�R.1 j T /;;; ;!0� ... r /fie , DATE: ,C-2-6.) ---9/ CRY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: A Al / P WI rrr a( ' PERMIT NO. 3 SITE ADDRESS: /1 3 % 4I � DATE CALLED: �--- ( "- TYPE OF INSPECTION: A DATE WANTED: — /& ---- / a . m . -SPECIAL IN ` � tA , i.e t!'.0 _. .�►NlJ G.Y /V a „.. G �(2. ) O __ -. J �� 1,,� , ' . REQUESTER: ' nS i PHONE NO.: a s : - 6/ T -•' �� d) u/YA-e. INSPEC ION RESULTS /C ENTS: t ii._ 06_, - tS : i ' - �.� , ' , E-. - - ,g, , -" - ... J G .suety . / _ / -_ ie' CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 • 4 0, "-**" "f" '"• ..'• t. 4 • *ILA City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188-7661 (206) 575-4404 Gary L. VanDusen, Mayor Pro Name TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. Address 4 Suite # 7.• Retain current inspection schedule -'' Needs shift inspection Control No. Sprinklers: Fire Alarm: /4 Hood & Duct: Halon: Monitor: Pre-Fire: Permits: Approved without correction notice Approved with correction notice issued Authorized Signature Date FINALAPP.FRM T.F.D. Form F.P. 85 PHONE ARlit Partic p. nts: RECORD OF CONVERSATION LPN /ROYCE A. BERG ARCHITECTURE AND PLANNING 1127 PINE STREET, SUITE 300 SEATTLE, WA 98101 (206) 583 - 8030/583 -0708 (FAX) I Action Required: Phone Conversation it l In- Person Meeting. U Location: BY: Pro. YZ .Corpoog. cc: 01.5V% kt,U.t411) 4 Q,i OF'TVI iUr bob Auer �uN (v ‘VD t CcOV. Date: , . , )Qt,'( 22,110 t4 Project Name: Csjc`t DP+ e to IA Project No.: • Subject: . N I&) °O0O ; PAL_ 1 - r ( Initiated By: RI AMAArr•• Hl_it�- yki�.1 FF.: August 30, 1991 1r. Duane Griffin City of Tukwila 300 Southcenter,Blvd. Tukwila, WA 98188 obert Hart Project Manager tit E_� .kt f. 1.1 t- 1_, r•,: 1.1 r - I ,.._. .. A. 1... y . L� Subj: Gateway Bldg. 9 Certificate of Occupancy Dear Mr, Griffin, We are requesting a final inspection for Gateway Corporate Center, Bldg 9 before freeze protection is installed in the vacant spaces. We plan to provide freeze protection with the HVAC system in the t tenant buildouts. We are currently negotiating with several tenant prospects and expect to commence construction in October. (The UPS space of 15,000 SP is already complete) . Permanent heat will be installed, operational, and inspected throughout the entire building by November 1, 1991. In addition, we certify that temporary heat will be installed in the event of unseasonably cold weather before November 1, 1991. We appreciate the cooperation we have received from your department. If you have any further questions please call me at 241-1103. 0\' \06e c'''\ Cc , � �o \\o i. (11,\kefi‘ .‘,1,5k ek- 4� , „Hoard ° "'" NO. 414 5�. SECTION 1- (to be tilled in by developer /authorized by City staff THIS FUND IS AUTHORIZE* TO BE CCEPTED. NAME OF DEVELOPMENT: ■ CP ,, k C. 4., j `ce . DATE: g - 23 - tI se,¢ Z DEVELOPMENT ADDRESS: t p 3 5 ar{ y 4. PERMIT NO.: C 5- O3 / d � CASH ASSIGNMENT NAME: • �.p 1rA,d R .gi /. S TEL. NO. V Y/ - /( 1 a ,, , SHALL BY MAILING NG O: ADDRESS: ("?. 7 3_0 .,,, v Sr,, , {k (0 7 • CASH (please print) CITY/STATE/ZIP S24 f-/-(t. ! f lt/,/j - 1 0 /G Q ti DESCRIPTION OF ITEMS TO BE COMPLETED (REFERENCE (42(-1 / � / PLANS'DOCUMENTS WHER ITEMS ARE DESCRIBED . : s 1 ' . ,' 1 a. Yt'' ` lila CITY RECEIPT NO. C: t (k.'' RECEIVED BY pp ( As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of $ L 3 7 ?s a ($150% of value to complete work described above) and attach supporting documen for value of work. I will have this work carried out and call for a final inspection by this date: ( /0 / IS / 9/ ), or risk having the City use these funds to carry out the work with their own contractor or in -house manpower. If I fail to carry out the work, I hereby authorize the City to go onto the property to carry out completion of the above deficiencies. I further agree to complete all work llisteedd above prior to requesting t inspection and release of these funds. SIGNED: / �� p�� TITLE: ri� /1/\Gl Gti' - SECTION 2 to be c' •ta , t. .f plated by Y Cit Y s s ttJ .:. THIS FUND IS AUTHORIZE* TO BE CCEPTED. SIGNED: fillr tI se,¢ Z DEPARTMENT HEAD: 4 , um. 1 a ,, , AMOUNT: '7 • CASH e CASH EQUIVALENT DEPOSITED THIS DATE: /.%• lila CITY RECEIPT NO. C: t (k.'' RECEIVED BY pp ( ... < »•n.:;i: ;:: w:: a: Rt+ i sG ;S:■>i> <:sii:u::;a't:::•::i sYi;::. k, a.+. ,2:5:<a.47:::4;rX:4:::it's pia:. 2' w:: ti5iaf;« 1 a..•. wn.. .w:RY:�::: » , ::•: »»:i:. »:w CITY OF TUKWI A DEVELOPEg S PROJECT WARRAN1 Y REQUEST FORM SECTION 3 (to be completed by developer);;':; 72 HOUR NOTIFICATION FOR INSPECTION AND RELEASE OF FUNDS DEVELOPERS REPRESENTATIVE: (to be completed by pity. eta CHECKED B �''•�/ .'�'�~'e°UTHORLZEDBY: u•Nipnvivgai7ir:MlWii:.pk: ;CSgV::J>,O::La.{9!w` J:) }kW }Rai)i �i)i),ivN.:4:ii4 ...ia <aiv:ri:ity v.rn ). SECTION 4 (to be completed 0 ata CASH EQUIVALENT - LETTER AUTHORIZING RELEASE RELEASED THIS DATE: ../.:::•. .i:.wrn :•::i:::iviii.7i.....v:KPh nln.ei:: iii7:: vrie;v1i, 4: wV i:. v.-. n iw .rAivh<vrirnv::v.:+ivvi. ihe• CASH CITY CHECK NO. Upon completion through Section 2, Finance personnel shall send copies to: - Developer - Finance Department - Permit Coordinator, DCD All work identified in Section 1 of this form has now been completed and returned to department which authorized warranty. I hereby request inspection and release of my cash/cash equivalent. DATE: _4o _.30 - U/' / I have reviewed the above work and found it acceptable and therefore authorize the release of the above cash assignment. AMOUNT: RELEASED BY: DEPARTMENT: ' (i7) . SSk:' iSSSrv} rSi•::.: 7}::`:::-`: S}: V:. NO : }a ?:')7ii:77:S:ti'...nY..f:Y'a 17L `M:Y...�. /.oiA.Sfri•f.7.:: >i::. }:i4::SYt:. :•7SSH77G:. , FINANCE DEPT. Upon completion of entire form, Finance personnel shall send copies to: . - Developer - Finance Department - Permit Coordinator, DCD 07/11/00 FORM 6075 1/00 L/C NO: G086019 PAGE: 1 INTERNATIONAL TRADE OPERATIONS 800 FIFTH AVENUE, FLOOR 31, SEATTLE, WASHINGTON 98104 P.O. BOX 3977, SEATTLE, WASHINGTON 98124 AUGUST 14, 1991 ) SEATTLE•F /NET NATIONAL BANDS MEMOER FDIC IRREVOCABLE STANDBY LETTER OF CREDIT NO. G086019 BENEFICIARY: CITY OF TUKWILA 6300 SOUTH CENTER BOULEVARD TUKWILA, WA 98168 APPLICANT: BEDFORD PROPERTIES, INC. 3470 MOUNT DIABLO BLVD SUITE A -100 LAFAYETTE, CA 94 54 9 AMOUNT: USD 137,952.00 (ONE HUNDRED THIRTY SEVEN THOUSAND NINE HUNDRED FIFTY TWO AND 00/100 U.S. DOLLARS) WE HEREBY ISSUE OUR, IRREVOCABLE STANDBY LETTER OF CREDIT NO. G086019 IN YOUR FAVOR, WHICH IS AVAILABLE FOR PAYMENT BY YOUR DRAFTS AT SIGHT DRAWN ON SEATTLE -FIRST NATIONAL BANK, SEATTLE, WA SHOWING THE NUMBER AND DATE OF THIS LETTER OF CREDIT. DRAFTS ARE TO BE ACCOMPANIED BY THE FOLLOWING DOCUMENTS: 1. CERTIFICATION PURPORTEDLY SIGNED BY AN AUTHORIZED INDIVIDUAL OF THE CITY OF TUKWILA, TUKWILA, WA AS FOLLOWS: "WE CERTIFY .THAT BEDFORD PROPERTIES, INC. HAS FAILED TO INSTALL THE LANDSCAPE AND IRRIGATION IMPROVEMENTS IN ACCORDANCE WITH WORKING DRAWINGS SUBMITTED." 2. THE ORIGINAL OF THIS STANDBY LETTER OF CREDIT. THIS LETTER OF CREDIT EXPIRES AT THE COUNTERS OF SEATTLE -FIRST * ** CONTINUED ON NEXT PAGE * ** F ORM 8075 .1 /80 L/C NO: G086019 PAGE: 2 INTERNATIONAL TRADE. OPERATIONS 800 FIFTH AVENUE, FLOOR 31, SEATTLE, WASHINGTON 98104 P.O. BOX 3977, SEATTLE, WASHINGTON 98124 NATIONAL BANK, LETTER OF CREDIT DEPARTMENT, CURRENTLY LOCATED AT 800 FIFTH AVENUE, FLOOR 31, SEATTLE, WASHINGTON ON DECEMBER 31, 1991. WE HEREBY ENGAGE WITH YOU THAT DRAFTS AND DOCUMENTS DRAWN UNDER AND IN STRICT COMPLIANCE WITH THE TERMS OF THIS LETTER OF CREDIT WILL BE DULY HONORED UPON PRESENTATION TO US. THIS LETTER OF CREDIT IS SUBJECT TO UNIFORM CUSTOMS AND PRACTICE FOR DOCUMENTARY CREDITS, 1983 REVISION, ICC PUBLICATION NO. 400. AU RIZ D SIGNATURE 0 1116) HEATTLE•FIRST NATIONAL HANK MEMBER FDIC THO ' E ' S IGNATU'• E ,M C TE DEL Landscape and Irrigation Construction Building Eight: Building Nine: Total: Constrvct'.on Scope of Work to Include: Proposal For LMWSCAP ` AN.D2-IRRIGATION CON_STRUC,,,TION • Gateway North, Phase IV Buildings 8 and 9 Tukwila, Washington March 20, 1991 Exhibit One Page 1 of 2 Note: Proposal is based upon the plans by Brumbaugh Associates (sheets L -1 through L -5) dated 1 -25 -91 with permit submittal date of 2 -4 -91, and on accompanying specification sections 02750 and. 02800. 7 4 '' $ 24,860.00 / �C5 ` 98.890.00 �� $ 123,750.00 / 8fc (6.5 7; 7/, 7 -- Allowance of $100.00 for•one irrigation backflow prevention permit and one low voltage wiring permit. -- Irrigation sleeving per plan. '.-- Automatic irrigation per plan. • - -Weed control spray as required in formal landscape areas. -- Placement and spreading of one 4" lift of import topsoil mix in sod lawn and planting bed areas. -- Initia application of lime and fertilizer. - -T es, shrubs and groundcovers per plan. - -Tree staking. - -2" lift of bark mulch'and pre-emergent. application in planting bed areas. - -Sod Lawn per plan. - -(20) Concrete pavers per plan. • -- Landscape maintenance during construction and through two mowings after substantial completion. - -One irrigation system activation and one winterization as ti. noted. - -Daily clean -up of construction debris. - -One flush of paved surfaces at time of final clean -up. -- One -year warranty, contingent upon proper landscape maintenance. Condi tions and E'xc usions -- General contractor to provide and install irrigation meter as specified, and threaded stub -out for point of connection, in landscape area as shown, approximately 18" below finish grade. Gateway North, Phase IV Landscape and Irrigation Proposal March 20, 1991 Page Two Conditions and Exclusions, continued: • -- General Contractor to provide 110 volt power to and connection into automatic irrigation controller. General Contractor to also provide and install conduit and pull wire as required from controller location to an exterior landscape location (if the controller cannot be mounted outdoors). •-- General contractor= to: clear and grub all landscape areas; remove all debris (including but not limited to asphalt and gravel sub- base);:provide subgrades (including excavating and /or berming) in sod lawn and shrub bed areas. - -Price excludes repair or replacement of existing landscape and irrigation damaged by others during the course of construction. -- Annuals are not included. -- Prices are based on non - union wage scales. -- Washington State Sales Taxis not included. Rick Lai d ' stimator Commercial Landscape Division � TEUELL ` Page 2 of 2 A.A.R. TESTING LABO( TORY, INC. 1 P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 7126 180th Ave. N.E. Park 180 Suite C101 REDMOND, WA 98052 September 30, 1991 Tukwila Building Dept. 6230 Southcenter Blvd. Tukwila, Wash. 98188 Project: Gateway North Building 9 Permit: 6583 Interurban Ave. S. Enclosed please find verification of acceptance by the structural engineer regarding the panel grout strengths. Please consider this as an amendment to our final inspection letter for the above referenced project, dated 8 -27 -1991. If you have any further questions please feel free to give us a call. Sincerely, A.A.R. TESTING LABORATORY, INC. Frank Foster Field Supervisor cc: Richard Hudson LPN Architects Bedford Properties Stephen Gwinn Association CONSTRUCTION INSPECTION AND MATERIAL TESTING OCT 0 2 1991 CITY OF TUKVVILA PLANNING DEPT. September 12, 1991 Dear Paul, Sincerely, ° ( " 14; Chuck Morris P.E. C.C. Sot *..r iA a %r1i 1:._ . _ A. n en RICHARD HUDSON & ASSOCIATEb, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206-324-6160 Paul Coppock LPN Architects and Planners 1127 Pine Street, Suite 300 Seattle, WA 98101 Re: Gateway Corporate Center Building #9 "16 1991 [PH ArE% ='i ects & Planners I have reviewed the test results by A.A.R. Testing Laboratory from the samples which where sawn from the in place grout 'at the. base of the wall panels. These samples where taken from the area where the earlier cylinder report, #4396, showed 28 day strength of 1370 psi. The in place samples gave a 38 day strength of 2380 psi and 2390 psi. We find these strengths to be sufficient for the loads imposed. MOB OCT 0 CITY OF TUKVVILA PLANNING DEPT. CYLINDER NUMBER DATE MADE DATE TESTED AGE S DAYS SIZ SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. `16151 7 !s' `( -Z 7- 7 / v� 7 " iee 27o C) 6360 AM PM - 1(Q52 _71' 8-12- Z E ARCH TEC 41,3o © /3 70 CTOR A - 7e.,0,5 - 3 °I 7.5 6 (aS 1°7 0 FIELD TEST DATA 4 TRUCK SAMPLED /V/ TRUCK TICKET NO. SA/g TIME SLUMP . %AIR UNIT WEIGHT YIELD CEMENT J TEMP. FACTOR CONC AIR 30 iee 2:: A7 // AM PM ErEER lel/R'; /1 144 Z '.0 4/ _71' 6.5 ARCH TEC CTOR A DATE 7- /.t -- 7/ FILE NO. q 1 � - .t DESIGN WEQHTS % MOIST PR CT e e. 4 -c-- -9 CEMENT LOCATION / /3/ . ,14/71 r -ti / FA. OWNER CA. • _1.,,,, r T EMP TE 1‘ 2:: A7 // AM PM ErEER lel/R'; /1 144 Z '.0 4/ TOTAL ARCH TEC CTOR A BATCH DATA FOR 1 CUBIC YARD DESIGN WEQHTS % MOIST ADJUSTED WEIGHTS CEMENT 7 FA. 3z7-.( CA. WATER M (—' TOTAL TO: ,OL A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED 1206) 881 -5812 FAX (206) 881 -5441 - '71:ei1ib (�isat31-, .7/ r I d 4651-7 /.27D %f•4/i) S r /a ATTN: A4777/4-, //S- f13 / '& PLACEMENT AREA & NOTES MIX NO. �© PR UCERS CONCRETE: �j�,� GurH, n/iG 0 /L f A q - r CiLINDER REPORT COMPRESSIVE STRENGTH CEMENT <LE - {� CAC12 SEE FIELD REPORT NO. CU. YARDS PLACED DESIGN STRENGTH N° 4396 CR C /a - %N & „g 7if.) - f ' t/ 1i/ 4#/t' 111 ' ,.. .,• INSPECTOR: COPIES TO: 1 U,V.AA A; k.211 rsorcv, S Cs- A `-- e o c a 1�- o� ev-`-h SIGNED: C /5 I s t 4 / : o /D - 4c, fr%"o An4C 411 A.A.R. TE ABORATORY, INC. Participants: Date: .C,IICZ IitMLS • lilI'E)tJ 4 C. Project Name: M 4E - L t, LM Apr �1,Yk1, k_ � _►k Project No.: Subject: 0 0 :t A Phone Conversation 3 In- Person Meeting LI Location: Action Required: Initiated By: RECORD OF CONVERSATION LPN /ROYCE A. BERG ARCHITECTURE AND PLANNING 1127 PINE STREET, SUITE 300 SEATTLE, WA 98101 (206) 583 - 8030/583 -0708 (FAX) $.%;;‘,..,. 4." !•. :J.T. ^ U•`. :�(Rw� .. n.:nYil.: t ?:5/,w.�f.. T..l.1 :14. ••.•,.X.:::•• ...:tti: Summary: t. nt 42 a aprimparrivi.rtawasfeffint4 1 I) .11, leVAMEntariretWNIMMIL .: I/ ' 1 0A1. A. - - - I� WICK ► A.0.* C(/ ., C. RD C . AZ! ,...,,, >. , f>...z....... ..- n• ate.. . ALA) Is, ..101131C111111191972111PAINDAIWAMMAIIIMINii CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. t i31 - 7 0 y 0 -ZO 7 Z/3 ax y Goo o 9 oo o l ci ln,_ ---, Co '6 6S /� AT AT 9- l o 2.,e3 v ai 8( AR CT / Yi ih 7� ��iltK :T_- lo-8 6 C CONTRACTOR FIELD TEST DATA TRUCK SAMPLED / S 7 TRUCK TICKET NO. t /'j TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR 104 1 " Co 7S- /� AT AT AM PM ENGINEER PC / (A 7 ACO 50N/ AR CT / Yi ih 7� ��iltK :T_- CONTRACTOR DATE 63 �/ 3 r 7/ FILE NO. 1015 % MOIST P,F CEMENT S-i V LOCATION 3 YZ-e -d s_ //‘ FA. ..-- 31- 7 1 BLDG PERMIT NO. OWNER WEATHER TEMP / /Q 0 . AT AT AM PM ENGINEER PC / (A 7 ACO 50N/ AR CT / Yi ih 7� ��iltK :T_- CONTRACTOR BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT S-i V FA. ..-- 31- 7 1 C.A. WATER "lam TOTAL COPIES TO: _ ic& j & ketite. SGA A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881-5812 FAX (206) 881 -5441 41 AZ) TO: ATrN: ' p /. 7 t1 720 44 SP) - �� . � ?� /t) S 77(- 1/0 - / C LINDER REPORC MIX NO. (Pa /Ur>7 / fl tilic CONCRETE: (cc J PRODUCERS AEA. ADMIX 4 461 0 CAC12 PLACEMENT AREA & NOTES 0. • . , COMPRESSIVE STRENGTH CEMENT SIGNED: SEE FIELD REPORT NO. N° 3611 CR CU. YARDS PLACED �. .,-DESIGN STRENGT -- • 4904 refit; e INSPECTOR: ' �( /'o Iui (/ - i/ A.A.R. TEST ► ABORATORY, INC. '/ P 0 ,1k j\ C o t \ &s Participants: Ciiiumows-11 PcN K TF . - P< . • , Az. . eat lab . Phone Conversation (X In- Person Meeting (___j Location: Summary: C N)OT f RECORD OF CONVERSATION • LPN /ROYCE A. BERG ARCHITECTURE AND PLANNING 1127 PINE STREET, SUITE 300 SEATTLE, WA 98101 (206) 583 - 8030/683 -0708 (FAX) V.'' i': Ytl• .'' r; t;; y }'�; r llN'Y`N�A.. » .H..1.'17iY:. htiili' 'irl.f,YY':`Wr'::•W'I,.'.i•;w.R SY "'•- {.P.'t•JYi J�4.']•'lAfsl'J vw' iK:: v(.•. 1Ai %'tY ?M•;�•ftX ✓' 1'4.L'R-: C:_fN ? ".i: �7 i 7.'.ibN Js:"�••: °:; By: cc: Action Required: r ip .,.s.. <'::��.,.i�. 2 ^if•:. rlr.f�.. C.: a.!r..af.ri•.:' ^.:. y' if:}. f•....:.:n, Ki �f$ Y ...r..:... :f.+ \iN %;'a:!,' f:r \.•.,i......3 :....•.h • ,.c _ ► .• • _ Irireh - rev w Date: Project Name: Project No.: Subject :. C)g1,3 N x,12 G " "a 4 Initiated By: . 5 1 T F•: �1 n W y �� gmkirionnomilwak t` c f q tp � e woe fwoo tit. , rick ,) POAOW CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE A .e Ac, ¶ , , I Ni TOTAL LOAD STRENGTH PSI SET NO. 9 b29 -7 -(S S -2"Z. 3Q, 2xz%2 4,390 I (3) 5 oo, q Z3 z 380 (o 9030 7-15 8 -27. 51 B " " 4.o4 -I t,...._._:::: DEPT .. *. FIELD TEST DATA TRUCK SAMPLED 10 I TRUCK TICKET NO. j S 1 9 (7 TIME SLUMP %AIR UNIT WEIGHT YIELD , CEMENT TEMP. FACTOR CONC AIR q: 3o CA, ARCHITECT N. cONTSGN • (o - 76 ° Ln TOTAL DATE S Z 1 FILE NO. a l -S3 9 PROJECT G k. -,4.y GC ;1_. - DG- C t LOCATION ?2, -t) Ave-. S 1 3 03 2- 5 ij i u BLDG. PERMIT NO. OWNER WEATHER EMP 6 AT I I : DO 9-p AT PM ENGINEER R I AR.D 1 CA, ARCHITECT N. cONTSGN • WATER BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT S t!, 4 FA. 3 21G CA, t WATER Z S C j TOTAL TO: Mix No. ( o L- f� -*F1 oM e'L .R r1 It 4-3gC COPIES TO: --rt j 1c. W t LPN 5cr-19 gto14brol Proper -h&c CYLINDER REPOT .A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 I�G r —O ) - FR,oPc2rl Es ATTN: 0$ (2�T I Z' z o GATetoa.yDR SEAT rL_E W A 9 e Cc); COMPRESSIVE STRENGTH SEE FIELD REPORT NO. No 5024 CR PRODUCERS CONCRETE: 0 G E/t*Kt CEMENT r - ..Er CU. YARDS PLACED A LU. M I N u Alk ' ?o (..t7be& 14 CsR +CIS l `/D 3 AEA. ADMIX. CAC12 % DESIGN STRENGTH 3 0 ° 0 PLACEMENT AREA & NOTES IR e l; dZ. To G`I L / &MGR RE.Po T` 4 3 9 ( 1)T - D. 1-15 -q I F o R- PLP C. atilwk`7; SAMPLES w �Rc- TAKEN rAvivl s LTG , SA.t4 -1 2.vc,2c Z- eJA N€s A N b - resT'gb 1 R / m sTk U p Tr n,o s INSPECTOR: A.A T S LA ORATORY, INC. SIGNED: r CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 651 7 `7-22. 7 7xZ (2 TEMP / y AT s cr AT �7 2 d v / 636 v • E E ER / ems, ,d74-sos - 1 cQ52- of' - (2- Z ' 1 COdRACTOR ,: 766 3 $ -12- z� , FIELD TEST DATA TRUCK SAMPLED / (2/ TRUCK TICKET NO. TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR Y30 77 a TEMP / y AT s cr AT // AM PM E E ER / ems, ,d74-sos - ''' of' ARCHITECT ") 4 , n TOTAL COdRACTOR DATE 7-/s -- -5/ FILE NO. r t3 7 DESIGN WEIGHTS °k MOIST PRO,CT y 6 G e. 4- G-. / CEMENT LOCATION S BLDG. PfeR . 1 2 47 OWNER WEATHEf/l ,/ ( J ��y TEMP / y AT s cr AT // AM PM E E ER / ems, ,d74-sos 2 (�- (^ ARCHITECT ") 4 , n TOTAL COdRACTOR BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS °k MOIST ADJUSTED WEIGHTS CEMENT f v FA. 3 C.A. c WATER 2 (�- (^ TOTAL A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: -r r/� wirb l� / ?J'Z -,. / r ATTN: D /.27 i! /(/ I ' (7r/n7 //(4 tel‘e MIX NO. COPIES TO: \ 11/4.V..Wk1\ - .N, p -k "R. CYIACIEO tYLINDER REPOT COMPRESSIVE STRENGTH SEE FIELD REPORT NO. INSPECTOR: 0 #4 C I /*- N (/' N°_ - 4396 CR PR UCERS CONCRETE: _ C CEMENT a CU. YARDS PLACED eH //1AGI'h / '14/(2/1., r A � I D � CACl2 % DESIGN STRENGTH .67 0 PLACEMENT AREA & NOTES Jir vCli Cam/ Q/Gr // C ,A&A) E•11/ i tha( jj0A/1 ;tilt/0 (7 1 ,017T % V∎Ve,G (-49/46% ,p" ' T-� .f$ 7 1 /c) ,t, 71) � A.A.R. �T TORY, INC. S L� �� PcV'r L �� CS' A PnCtou4 1 R1r.NFn. _do CYLINDER NUMBER DATE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. ^- L 65 �M ? � - 1 - 22-- 7 ; 7 0 0 63. G.). v. WATER �� 6s TOTAL 16,63 61 - 1 56 • _ ., I, :..:.` .. I' �,. I0) / /4L1G 97 997 „,.....,.. FIELD TEST DATA TRUCK SAMPLED__ l24 TRUCK TICKET NO. /[ TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR 30 ./a t WATER �� 6s TOTAL DATE 7 7 / FILE NO. r/ - f 3 7 PROJCT > e. ey - Li 6-, 7 LOCATION /3 />3z _. 1 , r>e2i✓ 41Z- BLD e • - - LIOO J OWNER . ,r j�� TEMP /___Y AT // AM �cr AT PM E � E L // f in4'Z ) 4/ ARCHITECT „I C FiA R hi BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT] C� FA. 3 CA. t WATER j .(---. � TOTAL f? TO: ATTN: 0> • A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 2 J 4. 1EINDER REPOI L' ,A 7A, f 7 f MIX NO. Z© COMPRESSIVE STRENGTH COPIES TOTIAY u2d2 Tr • �` '� J R . 4A'IA Y\ �- .�?t•� A�rC\ S Cr A - 3eo ' cwrr SIGNED: _ra 4?- IL. -41t SEE FIELD REPORT NO. 4396 CR CEMENT V PR UCERS CONCRETE: CAM 2 9'o DESIGN STRENGTH CU. YARDS PLACED INSPECTOR: A(.42 0 ;1I A/'C. PLACEMENT AREA &NOTES A/M7v`vli ( CVG/ / / 'Jo' ,z9 X{) I fU �/J7(/f/C ��!(/D 0� /✓ - 4 'r7 A.A.R. TESTI1 - ABORATORY, INC. • Phone Conversation [ In- Person Meeting Li Location: RECORD OF CONVERSATION LPN /ROYCE A. BERG ARCHITECTURE AND PLANNING 1127 PINE STREET, SUITE 300 SEATTLE, WA 98101 (206) 583 - 8030/583 -0708 (FAX) Participants: Date: _- 2 -; C1,I)C1( ti AlS ' OA ECG. Project Name: lAreill6 peYZ K .NoeN& 1 Kuu\ cor MA.Yk Project No.: ___W___Df2e25 Aft. _ • Subject: .. .T{ >; >r'r. 1:.•. .c.`v..i.YM.it1.••; +tn.waiq�t•: . r: s' iM. isa ,...,o-v,l.'anw�:.M'✓/:.n:i>!r' u.1 t >. .:.a.C• 0.,: ti v.ly% 4;n:s+w. .Swfmz YNw`ww4,nn. 'sur:J a. Summary: ,, . + 4 a vie : hII IV le) ■ a1 ] / AV. . 1 i A IVAI ! ! i ,ter, ►I_ MIi . A a ►:1. fr gi :da a A ► sort WI AL 1 ', Ilq* Lft. to .. A Saba Initiated By: AS s MP S • I. t) r2A0 0`(1,1 k f , . D!2 1 2DPv . D ., e. Rio c 11.0..! +t =_ II • i ► ii! ii."- . / . • 6 G * A . i i w • •^1,....1KV%.:...ti.. • 7.::'>.`.r.. it s.V.i.T.t..d,.X.'...jo�:a'rJr.. v •' ...:{r:•.• J ....v :•Chi". :,1. ":'ffrl:t.J+:.: i'):». Action Required: toa-ROLo ' tIZO (1 I Nj. ALP .- I ' r I M•. OVA '! ?i�J�.r'�,. '�`!t M • A a . 12s: �• i 1�: �.t��. �il IA" r CYLINDER NUMBER DATE MADE DATE TESTED t1. CO AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. Zi S ' 7° 2 C4 t — 1 -- C7 3 6 6k/2 ) 67200 . a -o 7'C / 1 z.iD 4 ? , � � -7-'3 7 .7S (lDO 2 680 8 ‘2- 8-2,-1 1 2.20 a o 1 ZZ l od .. ' . Lt 310 ; 350 , . . ; . / 7 •i 8 8-2 I 'Z-rc3 i fluG2 E : , 4 J.\�Vl c..f' FIELD TEST DATA TRUCK SAMPLED / TRUCK TICKET NO. ? F / 7- f-3, SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR fTI�MEE /:� 7 if ) Tr rx 5....... 7 J C 4 ? , � � TOTAL DATE / F / 7- f-3, PROJECT (9 7 f , bm e e, ritioe- y LOCATION /-052-, S . BLDG. P . • MIT NO. OWNER WEA1: • �.�r FA. TEMP . AT .v �( AT f/ . 3 OAM PM EN' EER A _ 4 /s/ I' ) /TJ ARCHITECT ) Tr rx BATCH DATA FOR 'I CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 470 FA. (t/ -- CA. G ' WATER a TOTAL A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881 -5812 TO �'.��/LiJ� kOn'T ATTN: re(, / i9 9/6 MIX NO. . D V A C 'LINKER REPOR ' COMPRESSIVE STRENGTH CONCRETE: PRODUCERS / / /�'f AEA ADMI)Lf'V / 1 // '3 PLACEMENT AREA & NOTES , . 0/9$,N Vim" Po INSPECTOR: COPIES TO: -- 10<w II 3IC15. Da R. 4UdsAY1 LPN A - rck 1 5641' �?e«7'.,� of 8 _a,. -71 SIGNED: 1S. i - 1i SEE FIELD REPORT NO. 74/Ai/A/& /I/4-e( 71r_ A. A. R. TES N_ 3347 CR CU. YARDS PLACED CEMENT CAC12 % DESIGN STRENGTH VgO LABORATORY, INC. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 1W? -at- 9 1f(9 7 ax h/ ARCHITECT 3 5 Z0-0 /o Sp WATER `122 I 9--z S co 95, 0 o3 ( 9` 12 ' `Z -2-7 a-r 7yaa 2`2- 0 AUG 2 0 1991 1 FIELD TEST DATA TRUCK SAMPLED /5 TRUCK TICKET NO. F6 5" 7.3 TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR (20 /zo4/413zo ARCHITECT CONTRACTOR S C WATER &' V TOTAL DATE - 2- ?/ FILE NO. ?/- s3 7 DESIGN WEIGHTS PROJECT a� r�T'�7'c C _ C. r / _ - ADJUSTED WEIGHTS LOCATION /30 3a /A/7/yRlrM,yV Ac/!' s OWNER BLDG. PERMIT NO. WEATHER c.1.47,01 TEMP AT AT AM PM ENGINEER F C / 1 2 /7/64d so Ai CA. ARCHITECT CONTRACTOR S C WATER BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT s 5-6 5/ FA. 3 a 7, CA. WATER a E.- TOTAL TO: ATTN: A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 iF /�r PRaP/.;R7i (27-2.2 6-477e /),4 suzr /47 r P/l 8' MIX NO. 6 0/ CONCRETE: 67 C,F..A 4./ CL.INDER REPOR1( PRODUCERS n AEA. ADMIX AL, A'4/0 10 4R t,AC12 � a DESIGN STRENGTH 3 �J l PLACEMENT AREA & NOTES / PA'Iy - /3 CA £67'4/ c/ . &7 Ds 6'1/7 A To ,4'/» 7 >o /6 4/07'L; 4/. ‘.,o/ A14,v hita,P AiMi7. 1 OA 1 siTr . COMPRESSIVE STRENGTH CEMENT CU. YARDS PLACED INSPECTOR: SIGNED: SEE FIELD REPORT NO. '/7Sy A.A.R. T STIN CR • N2 3867 ABORATORY, INC. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO, 1SC1 71/t -(ct 7 6'a " 8/900 2 90J i 15S2_ 72 g 2� / /`7nf) �o �?s53 "�I ZS //95`0 t6 U/230 AUG 1 1991 CITY Ui- 1 Ur. „tIL.A FIELD TEST DATA TRUCK SAMPLED lS” TRUCK TICKET NO. '7 y ,9 ‘ TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR i - r A ARCHITECT i C 72 TOTAL DATE ` FILE NO. DESIGN WEIGHTS P OJECT vi 6. 6. ADJUSTED WEIGHTS LOCATIO ,---- /303, . 4f774-1444,-.4 41 .s . ge7t9 BLDG. ERMITNO. OWNER WEATHF r� TEMP 7 jo AT AT / AM PM E INEER �-7 ,/ ARCHITECT 7/ 2 7..... s�,S-- BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT ge7t9 WATER s�,S-- TOTAL j A.A.R. TESTING LABORATORY, INC. / V Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881 -5812 7 0/4,0 Rrervt, 7/ *4--ir TO: ATTN: fiX 77 /- 1 071 102 2 0 A/ L./r/ �,/rr . GT. (2 7 5A-rf&e MIX NO. L2' Cf- Gt) COPIES TO: CONCRETE: C "LINDER REPORC i( • b - . s COMPRESSIVE STRENGTH SEE FIELD REPORT NO. 3370 CR D ��,� / NNING DEPT. j C/V CEMENT CU. YARDS PLACED i' ADMIX 0 4; C i CAC12 96 DESIGN STRENGTH - 3//© 0 PRODUCERS AEA. PLACEMENT AREA & NOTES 9.0Af Tr 5/.ATS erV,/ L //Ibis 142 /d /� » 7 Tiv V . INSPECTOR: /?n A. A. R. STING INC. SIGNED : � J - 1 -�.7 -'i I - (L-9.1 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 7 1 -17 7 -.24- 7 6 ,<4- f ``' 82. .327D WATER . 7“s 7 a -�� 2 /3 40o L/960 - 71,„ �� ( -(9- 2 0 l 3 ,3cx L/890 FIELD TEST DATA �-p TRUCK SAMPLED 1 . TRUCK TICKET NO. p �}'� TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR /(z f ``' WATER ' 7 lc DA TE �- / 7 - �� FILE NO. Q ,/ - PR5UiCT C7 ‹wc_ c, i LOCATION / /3D32- - 4t17Pfrt a �S�rJ %/C _c BLDG. PERMIT NO. S`0_ OWNER WEATH , TEMP --, ° AT AT 2 -2. / E � � fe#4 2 Ti/7 /v.4 ) Pd 4) ARCHITECT , A i CONTRACTOR S e - / 4(1- BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT (e ) 19 FA. / O CA. ZD WATER Z r- TOTAL TO: A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881-5812 ATTN: <p 44 7 41- / 2_ /97 iL J�a �4 �'�dfi.3 MIX NO. 7 ; COPIES TO: vx 5G- CONCRETE: G - CONCRETE: rl • ''.. C`!LINDER REPOT" COMPRESSIVE STRENGTH SEE FIELD REPORT NO. N_ 3369 PRODUCERS AEA. ^ 619,0-W ,p PLACEMENT AREAS NOTES / ! /al AAa6 - ' ie _ CR /,/� CEMENT L '- CU. YARDS PLACED Z ADMIX. (N4� f� 7,C/ DESIGN STRENGTH 2•S-79 V INSPECTOR: I1 i /y!C ( /�L��+✓ CS A. A. R. ST LAB RA'I'ORY, INC. SIGNED: August 27, 1991 City of Tukwila Building Department 6200 S. Center Blvd. Tukwila, WA 98188 Re: Gateway Corporate Center Building 9 Stephen Gwinn Association Job #91 -02 Subject: Ridge Perimeter Insulation To Whom It May Concern: Stephen Gwinn Association has completed the ridged perimeter insulation Gateway Corporate Center Building 9. Thank you, STEPHEN GWINN ASSOCIATION George iear Vice President GNM:bc cc: Mr. Jim Abbott Mr. David Lee Corr. File Job File 0827 -1 OFFICE 12535. 15th AVE, N,E, • SEATTLE, WA 98125 • MAIL: P,0 BQx 33978 • SEATTLE, WA 98133 (206) 367 -2191 • FAX: (206) 367 -2196 • STEPHGA099BP o fpg as per plans at c • A.A.R. TESTING LAB "%TORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 7126 180th Ave. N.E. Park 180 Suite C101 REDMOND, WA 98052 August 27, 1991 File: 91 -539 Tukwila Building Department 6230 Southcenter Blvd. Tukwila, Wa. 98188 Project: Gateway North Building 9 Address: 13032 Interurban Ave. S. Permit: 6628 & 6583 This is to advise you that special inspections are completed on the above referenced project. The following inspections were required and copies of all inspection reports have already been forwarded to you. 1.Resteel /Concrete Inspection 2.Structural Steel - Welding 3.Expansion Bolts 4.Panel Grouting 5.Roof Moisture Testing All work inspected conformed to Tukwila Building Department approved plans, specifications, Director's Rule, UBC and related codes and /or verbal or written instructions from the Engineer of Record. Our last report is dated 7- 24 -91, number 5090. Sincerely, A.A.R. TESTING LABORATORY, INC. Frank Foster Field Supervisor cc: Richard Hudson & Associates LPN Architects Bedford Properties Stephen Gwinn Association r CONSTRUCTION INSPECTION AND MATERIAL TESTING AUG ..1991 G5 194. August 30, 1991 Mr. Duane Griffin City of Tukwila 300 Southcenter Blvd. Tukwila, WA 98188 BgJFORD PROPERTLS 0 10 Subj: Gateway Bldg. 9 Certificate of Occupancy Dear Mr. Griffin, We are requesting a final inspection for Gateway Corporate Center, Bldg 9 before freeze protection is installed in the vacant spaces. We plan to provide freeze protection with the HVAC system in the tenant buildouts. We are currently negotiating with several tenant prospects and expect to commence construction in October. (The UPS space of 15,000 SF is already complete). Permanent heat will be installed, operational, and inspected throughout the entire building by November 1, 1991. In addition, we certify that temporary heat will be installed in the event of unseasonably cold weather before November 1, 1991. We appreciate the cooperation we have received from your department. If you have any further questions please call me at 241- 1103. Sincerel obert Hart Project Manager l3edford Properties, Inc. 12720 Gateway Drive Telephone A Diversifled Real Estate Suite 107 206/2414103 Development and ' Seattle, Washington Fax • Management Company 98168 • 206/241.2191 9 Pacific .Star Roofing,. PACIFSR 179JA Re: Gateway Building 9, Tukwila Job No. 6583 Enclosures PACIFIC STAR ROOFING INC' 2063475944 Stephen Gwinn Association /city of Tukwila Post Office Box 33978 Seattle, . WA 98133 129u2 Highway 99 8outn kverett, WA 96204 353.5156 Shakes . Built -Up • Composition • Tile August 27, 191 We cextiZy that the root system is a 4 Ply Class A Roof System installed in the month of July, 1991. A cut sheet of the roof system and UL ratings is included for your perusal Respectfully, PACIFIC STAR ROOFING, INC. Dave Salter P.01 Interply/ Surfacing/ Slope Bitumen Type Materials per 100 ftz lnterply Base Ply 1 ply Felts 2 pees Bitumen 0 -Y2'' II, Ill 50 ibs % -3" iII, IV 50 lbs 0 -3" Perms Mop 50 lbs 3 -6" IV 40 lbs 3 -6" Perms Mop 40 lbs Surfacing Asphalt 0 -3" III, IV 25 lbs 0 -3" Perma Mop 25 Ibs 3 -6" IV 20 lbs 3.6" Perma Mop 20 lbs PERMA CAP or 75 lbs Emulsion and 2 gal No, 11 Roofing ' Granules 50 lbs UWlNs /0SN70W FiC3lrR i u s. !:a�ITt11e Drat Aso Haim wout) Decks 1 6 1! y iniermed'ite rtltM,r■ s tb" o c. I) 2' *Imes 3 36" Q PACIFY": STAR ROOF' 1•It, IIIG 20647-a44 Nailable/Minerat Surface Asphalt Parma Mop 33 -NC 33E-NC PERMA PLY -R t- dsiap Natls 9* ea. 3 S 2' swap PEkrAA CAP U, Emulsion & GranufE9 Nominal Installed Weight -177 Ib/ 100 ft' Nominal weights provided for design consideration, Application of Base Ply" 3 Apply PERMA PLY base ply with 2" (min. 1') Aide laps end end laps. Mechanically secure maximum 9" o.c, at tide laps and maximum 18" o.c. on two lines 11.13" from each edge (staggered). Mechanical securement using mechanical fasteners recommended by the deck manufacturer. Large -head Simplex nails {minimum 't4 " head diameter), or the Sonco Fastening system may be used on wood or plywood decks only. To minimize wrinkles and buckles allow enough time for base ply to relax unrolled prior to attachment. Application of Plies Embed two plies of PERMA PLY in shingle fashion (starter sheets required), lapping 18" Into uniform solid moppings of hot bitumen, king 91.4f Ih1100 ft' tier Dly, Stdrtor plies should be cut t3 dimen- sions so as to preclude coincident side laps to the base ply. Plies Irltly be Idit *.•Noted up MAIN mnnthe With9yt surfacing Application of Mineral Surface Embed nominal 12 -ft, lengths of PERMA CAP (18 -ft. in Area till with 2" (ruin, 1 1 side and and laps into a uniform solid mopping of hot bitumen, using 20.30 100 ft? PERMA CAP end laps shall be staggered minimum 3 ft. Application of Emulsion and Granules Uniformly embed minimum 50 lb /100 ft' of No. 11 roofing granules into uniform coating of emulsion using not less then 2 gal /100 ft' A minimum 30 day Welt is recommended before applying emulsion and granules. ' 33•NC, 32 -NC and 31.NC are rerrtnmanded over lightweight cancfete in the tottowin8 states: Texts. deorgle, South Carolina, Alabama, Louisiana, Mississippi, moan, Cahfontla Ares Ili, and Arizona Alas III. ' ease Ply —may be specified PERMA PLY No. 28, PERMA PLY.IV, PERMA PLY -8, or PERMA PLY -R, If PERMA PLY No. 28 hose sheet not used, base DIY used must be the same as the ply faits r Red Rosin — recomMended on all wood bad plywood decks, required On wood plank decke. Not required where PERMA PLY No. 28 is used as base ply. 32 -NC 31 -NC' 32E -NC 31E- C PERMA PLY-6 PERMA PLY-1V ( CIF1C STAR ROOFING INC 2- r,347S':'44 P.02 P''. 11, III General Note All general Instructions contained in me ueneral ftequherilallte Section of Owens - Corning Built-UP Roofing Products Reference and Application Guide, Pub. No. 5 -RW -13121 shall 6e tsiisrdered part of this specification. Dralnoge Roof decks must be graded to drain all water freely. Drains shall be sufficient in number and size to assure rapid elimination of water from the roof surface. Nailing Ply felts must be beck nailed on Inclines exceeding 2' per loot. On elopes between 2" and 3" per foot, beck nailing shall riot exceed 8 foot on minter, On Slopes greater than 3" per foot, back nailing shall not exceed 48" on center. Felts are to run parallel to the incline and must be secured 18" In from the back edge of the felt. Each nail must be covered by succeeding plies. High temperature areas may require nailing on lower slopes. Pq fog. to Fleshings See Flashing Section of Owens - Corning guilt -Up Roofing Products Reference and Application Guide, Pub. No. 5•RW.13121. P . 03 65 PERMA PERMA PLY-q-" PERMA PLY-IV UI. Specification Index PERMA PLY.A PERMA PLY•6 CLASS A Gravel Minaret Coo 43•TO 43E•TG 4270 42E-7G PERMA PLY-IV 4170 41E•T0 Slope 43.10' 42.10 41.1G 3' NC,C.PL '/i FIBERGLAS Roof Insulation, Y, Perlite Roof Intuition, Unlimited 4111,111 .17P-V1 41F•1tl a' 14C,C,PL 4 : Wood Fiber Roof Ineulation 911 NO dt4k onlY ACFoem pool Inau'et.o I1' mow. 4lop4 for AU 4• mar, NCC,PL >'• FIDERGLAS Roof Ineulation Unlimited 33.70 324 31.70 3' 335,70 32E•T0 31E7G 33.10 32.10 3140 3' NC,C,PL % FIBERGLAS Roof Imitation, 4 ,' ParIite Root Ineulation, Unlimited 33E•I0 320.10 31E40 3' NC,C,PL % Wood Fiber Roof Insulation on NC deck only On NC deck only 4' mek ?9.751 224G 21.71] 3' NC,C,PL 9i FfBRRGLA$ Rogf Insulation Unlimited 235.70 225.70 21570 3' NC,0,PL ti3E.NG 3' NC,C,PL 49•NO 42 -NO 41-NO 3' NC,C,PL NA 431•NO 42E-NO 41E•NO 3' NC,0,PL 33 -NG 32•NO 31-NO 3' NC,C,PL NA 335•NG 32E -NO 315• Na 3' ,C,PL 47.x0 42.X0 4t -X G 3' N NA 43E•XG 42E•XO 41E•XO 3' NC,C,PL 33410 32410 314X0 3' NC,C,PL NA 331•x1 32E-PG 3t1•xG 3' NC,C,PL 4J•iu 4Y•II,; 4114 2" 1.4..,G,PL lay PISIRBLA5 Rout Ir..uleliu„ UnIIM,Ild 43E•TC 42E•TC 41E1C 43 IC 42•IC 41.IC 1• NC,C,PL 4, FIBERGLAS Roof Insulation, I' Partite Rool Ineoletlon Unlimited moo. I' slope. ACFoam Roof Ineulallen moo, 1' pope 43140 42590 41590 2' NC 9• ~ Ferule Roof Insulation, Wood Fib,, Roof Intuletion Unlimited 9370 927C 31. 10 2' NC,C,PL ;': FIDERCLA$ Roof Insulation Unlimited 33E40 32E•7C 311 - TC 33 -IC 32.IC 31-IC 1' NC,C,PL '/: F1135RGLA3 Roof insulation, Perko Roof Inaulatlon, Wood Unlimited tibal NO In0uleLOn, Auteam Roof Insulation tom. I' elope 335.10 321 -IC 31E4C 2' NC,C,PL 9." PwI44 Roof tnsuletion,'/* Wood Fiber Roof Inaulatlon Unlimited 23•TC 22 -TC 21TC 2' NC,C,PL y.' FIBERGLAS Floor Insulation Unlimited 23E7C 23570 215 -IC 631 -tic 1• 1JC.C,Pt NA 535•NC • • 2' NC 43-NC 43 -NC 41.140 1" NC,C,PS. NA 431-NC 4 35•' f 415-NC 2' NC 33 -NC 32440 . ' 31 -NC I" NC,C,PL NA 335-NC 325 -NC 315.140 2' NC 434(0 42.(C 4143 I' NC,C,PL NA 435 -PC 425•X0 415•X4 2' NC 33•X0 324(C 51 -x0 2" NC,C,Pt. NA 331 -X0 3214(0 • 315-XC 2' NC CMU!slen 4375 42T5 .. 41.1$ 3' NC 'Is" FIRPRAI AR Rnnf lnnuintion, '4' Pellla Roof !mutation r mth, 431 -TS 42545 4167$ /s' NC %' FIBERGLAS Root Inw!euon, k' Perlis, Roof Insulation, 4' Max, X' Wosd Met Roof Insulation, ACFoam Roof Ineulation 43.13 42 -IS 41.19 3• NC •.' FIBERGLAS Roof Insulation, 0 4` Penile Root Ineulotlon 1' mar, 43E4S .4254S 41545 Y, NC yr FIDERGLAS Roof fneutadon, a: t'vllfe Roof Insulation, 4' moo, '4' Wood Fibef Roof ineutotlon, ACFoam Roof Insulation 33.1s 3•l•Ib Jl•Ip 3' NC 1 4 FIBERGLAS Rawl lunulottun, 9' Perlite noel lneulatlen 4' mew. 33E45 32E -T5 3157S 11• NC, '4' FIBERGLAS Roof 1.4400104, 3 -.• Padua Roof Insulation, 'r Wood Elbe! Roof Insulation, ACFoarn Roof Insulation 33 -IS 32.15 31.19 3• NC Y.' FIBERGLAS Roof insulation, 4' Pariil4 Roof Inaulatlon 1' me,. 33E•15 325.15 31E -IS y NC. '4 FIBERGLAS Roof Involution, '4 Plrlita Roof lnaulation, 4' Max, 4 4' Wood Fiber Roof losutetton, ACF0em Roof Insulation 53E40 3' NC NA 43.45 .42.15 41.145 3' NC NA 435•NS 425 -Nit 41E414 430(5 42415 41-XS 3' NC NA 435413 42543 415 XS Aluminum and 4375 42-75 4175 2• NI, Plbi•RCILAS Roof Insulation ' ti 111•11• Acrylic 43E -75 421.75 4151$ .' NC FIBERGLAS Roof insulation Unlimited Y, NC FIBERGLAS POot Inaulatlon 4• mfr 43.19 4275 41.13 2' NC PIOEAGLA6 Roof Ineulatloo, P,'1ife Oval lna.,luion 1• max, 4H•1 9E41 all -IS v; NC. FIBERGLAS Roof Ineutetivi Perkta Roof lnaulation, Wood Unllmllae 1•Ibe" 11001 Inf41s•dn, Mply,eocyanu!ete two/ Inaj,etlon '4' 140 Ft 5RCLA$ Roof Insulation, Perlite Roof Inevletion, Wood 4' maw. Fiber Roof Insulation. ACFoam Pool Infulet•on 33 -T8 32.75 3115 2' tic F IBERGLAS Roof Insulation r mar. 335.75 92575 31148 Is nt. riutlwrnd 11901 .nsuslwn u,.■••■u.a St' NC FIBERGLAS Root Ineulation 4' max. 33.13 32.18 31.13 2' • NC FIBERGLAS Roof Ineulation, Perlite Roof Inauation 4• moo. 331 -IS 325 -IS 31E4 v; NC FIBERGLAS ROOF lnaulation, Pe lit, Roof Insulation. Wood Unlimlted Fiber Roof Insulation. PolYiaolyanura'1 Roof lnaulation Yt` NO FIBERGLAS Roof Ineuiallon, Penita Reel Insulation, Wood 4' mar, FIb41 Root Insulation. ACFoarn Roof InWlation . A3E4JS 'b' NC 43 -NS 42.145 ' 41.15 v.' NC NA 435.13 421115 41E -148 14 140 43•X5 42•x;5 41•86 14' NC NA' 435 -h5 4254kG 41545 ;'r' NC KEY FOR DEC83 NC -Non Combustible CeCombustible PL. aPlywood Of Wood 32 Dock MM. ?Meknes, 3' NC,C,PL 5' FIBERGLAS Root Insulation Unlimited Roof Inaulatlon Max. Thicknosa AUG L.'S '91 09:37 S1 i fdt STEPHEN GWINN ASSOCIATION ,s t1.a.3ravu TON C >fFCfA August 27, 1991 City of Tukwila Building Department 6200 S. Center Blvd. Tukwila, WA 98188 Re: Gateway Corporate Center Building 9 Stephen Gwinn Association Job #91 -02 Subject: Ridge Perimeter Insulation To Whom It May Concern: Stephen Gwinn Association has completed the ridged perimeter insulation as per plans at Gateway Corporate Center Building 9. Thank you, STEPHEN GWINN ASSOCIATION George inniear Vice President GNM :bc cc: Mr. Jim Abbott Mr. David Lee Corr. File Job File 0827 -1 OFFICE: 12536. 16111 AVE. N.E, • . SEATTLE, WA 98125 • MAIL: P.Q. Box 33978 • SEATTLE, WA 98133 (ZOb) 367 2191 • FAX: (206) 387 -2188 STEPHGAU99BP F.2/2 czsz. OW E'NSJGO RNJN G FIBERGEAS . • teane>t aw. �.... Certificate of Insulation The undersigned certifies that Owens- Coming Fiberglas insulation has been installed in accordance with the manufacturer's recommended application of the product. Type (check appropriate box) kraft unfaced foil FS-25 loose fill coverage R-value thickness no. pkgs. area Ceilings ❑ IN ❑ ❑ ❑ R -19 64" 48,000 sf (Installed with separate vapor barrier) Floors ❑ ❑ ❑ ❑ ❑ Walls ❑ ❑ ❑ ❑ ❑ Gateway Corporate Center - Bldg. 9 13035 Gateway Drive Seattle, WPi. 98168 street address city, state, zip Signed installer Western Insulation, Inc. W E S T I I 1 0 1 L H state license # company Mercer Island, Washington 98040 - 0762 8/23/91 date city, state, zip Keep this certificate with your other valued papers. if you ever sell the property, this certificate should be passed on to the purchaser. 0 cr 0 Q . cc 0 U 0 -- co 0 z C.) Cs L th z w 3 7, (g.5 P ! Geor, : Engineers Bedford Properties. 'Tnc . 12720'Tlnterurban Avenue South; Suite 107 Seattle, Washington, 98168 Attention: Mr. Robert Hart This letter presents a summary of our construction monitoring services for Building 9 of the Gateway Corporate Center project at the request of Mr. David Lee with Stephen Gwinn Association. The project is located along Gateway Drive, east of Interurban Avenue South in Tukwila, Washington. D & M (Dames & Moore) prepared a soils report for the site titled "Report of Soils Investigation, Proposed Freight Terminal, Tukwila, Washington," dated March 27 1968. The site is an existing asphalt concrete paved parking lot. We understand that the foundation design was based on the D & M report. Detailed results of our intermittent construction monitoring services for the project were presented in our daily field reports numbered 1 through 11, which were forwarded to you on a weekly basis during construction. GeoEnglneers, Inc. 8410 154th Avenue N.E. Redmond, WA 98052 Telephone (206) 861-6000 Fax (206) 861-6050 Geo Engineers Bedford Properties, Inc. August 23, 1991 Page 2 CONCLUSIONS 0 0 24 to 4 feet of dense sand (fill and native soils) overlying very stiff silt . to a depth of about 8 feet. We concluded that the geotechnical recom- mendations presented in the D & M report were appropriate for design of Building 9. The footing subgrades for the interior and exterior footings were evaluated during intermittent site visits from April 30, 1991 to June 11, • 19,91.. The footing subgrades consist .of dense :sand suitable for'the design' bearing pressure of 1,500 psf (pounds per square foot) based on the D & M report. We monitored structural fill placement for slab subgrade support on an intermittent 'basis during the same time period. Up to 12 inches of structural fill was placed over the existing asphalt concrete. The structural fill consisted of recycled concrete (gradation equivalent to fine to medium sand with gravel) with a surficial layer of 1 to 2 inches of, fine to medium sand. The structural fill was compacted to a dense, nonyielding condition in accordance with our recommendations. Based on our observations of.the earthwork and foundation preparation .procedures, we conclude that the work discussed herein was completed in substantial. compliance with our recommendations and the project plans and specifications. you Geo Engineers , Bedford Properties, Inc. August 23, 1991 Page 3 We trust that this letter have any questions. satisfies your current needs. Please call if Yours very truly, Geoeng neers, Inc JRG:JKT:wd Two copies submitted cc: V5tephen Gw•inn. Association P .0. Box 33978 ' Seattle, Washington 98133 Attention: Mr. George Minniear (Three copies submitted) Copyright m 1991 GeoEngineers, Inc., All Rights Reserved 6s s A.A.R. TESTING LABORATORY, INC. 1',0, BOX 2523 REDMONV, WA 98073 -2523 DWFFF C:ER I IFIED (206) 881.5812 FAX (2081 881 -5441 7126 180th Ave. N.E. Pork 180 Suite 0101 REDMOND, WA 980.52 August 27, 1991 Fi.1 r. r 91 -539 Tukwila Building Department �i230 Southcenter Blvd. Tukwila, Wa. 98188 Project: Gateway 4IMMBuilding 0 Address: 13032 Interurban Ave. S. Permit: 6628 . 6583 This is to advise you that special inspections are completed on the above referenced project. The .following inspections were required and copies of all inspection reports have already been forwarded to you. 1.Resteel /Concrets Inspection •2•Str.uctural Steel -- Welding 3.E ;tpansiun Bolts 4 . Pnnet Grouting • 5.Roof Moisture Testing All work inspected conformed to Tukwila Building Department approved plans, .specifications, •D'irector's Rule, UBC and related codes and /or verbal or written instructions from the Engineer of Record. Our last report is dated 7- 24 --91, number 5090. Sincerely, A.A.R. TESTING LABORATORY, INC. Frank Foster Field 3upeL.'visor cc: Richard Hudson & Associates LPN Architects Bedtord Properties Stephen Gwinn Association P t' 1 CONSTRUCTION INSPE C 1 ION ANO. MATERIAL. TESTING "X" REQUIRED INSPECTIONS PHONE DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED x 1 Footings 431 -3670 x 2 Foundation 431 -3670 x 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 x 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 x 7 Framing 431 -3670 x 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 x 10 Wall Board Fastening 431 -3670 i X 11 Concrete 431 -3670 X 92 Weldin 431. -3670 X 13 Bolts 431 -3670 x 14 FIRE FINAL Insp: 575 -4407 x 15 PLANNING FINAL 431 -3670 x 16 PUBLIC WORKS FINAL 431 -3670 x 17 BUILDING FINAL 431 -3670 CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 i SiTE ADDRESS: 13035 Gateway Dr L UILIJII1� r IMI 11111a 1 INSPECTk)N RECORD (Post with Building Permit In conspicuous place) BUILDING PERMIT NO. DATE ISSUED: SUITE NO.: PROJECT: CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE (o5S Gateway Corporate Center Bldg 9 INSPECTION PROCEDURES AND REQUIREMENTS AU approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL. BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. 00+14 DATE ,1 -:/‘-.7/ FILE NO � 7 PR ECT ADDRESS / J y 2 wb9,,471/ /i S BLDG O OWNER TEMP G A 6� AT AM PM rIA R � cU (� E / wli .f A l O Al A • CHITECT 1 C S. ATTN: A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: / , / // 44 f � /R70. 417trle 49- S /67 frrn 9p/ig INSPECTION PERFORMED: RESTEEL CONCRETE O MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER LOCATION(S):4 /;���1_ �1Lf�l�Q SUPPLIER CONCRETE 0 GROUT 0 MORTAR MIX NUMBER (1 / DESIGN STRENGTH 241 CYLINDER REPORT NUMBER 36/•• NUMBER OF SAMPLES CAST 3 SLUMP y AIR CONTENT TOTAL CU. YDS. PLACED �'� CONCRETE TEMP �2 © TIME lI 2 -P7 0 YES ( FIELD REPORT . N° 4407 - 7},-0,vr Y COPIES TO: -- raV - 106 Skis :De-0'7 + ud —S01n INSPECTOR' LR Akrck , / SG+A ecl Or0t_ 9r its A.A.R.T STIN 5-0 –ell SIGNED. PRIOR REPORT FR FOOTINGS O AUGER CAST PILING O SLAB O WALLS O COLUMNS O OTHER ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. O NO Date or Plan Number REMARKS: c l'! Tti/ - � C P/ T . �' ?)V4/4-/ de' ,o,t /sue A-eke-film 2s7* fe7? G If 24 * -A7 ORATORY, INC. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 5`) to 51' S -i 5 7 (Y1? ENGINEER (4. (i0 3 c - /O250o 363-o '-f.'/ 5Sct7 - 2� 5�8 V r 6 5 25' FIELD TEST DATA TRUCK SAMPLED I r, TRUCK TICKET NO. t 1 -) TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR :,s" 5 ENGINEER (4. (i0 3 c - '-f.'/ 60 CONTRACTOR 3 . 6 - . A . TOTAL DATE , 5 -P-9) FILE NO. 9 / - E3 � DESIGN WEIGHTS PROJECT LOCATION I3U i fi erVri!"^-/ 4%..A. S BLDG. PERMIT NO. OWNER FA. WEATHER CVQ✓'C 3 I TEMP AT AT AM PM ENGINEER (4. (i0 3 c - CHITECT 2 ,5-s - CONTRACTOR 3 . 6 - . A . TOTAL BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT L /J V FA. / CI YO C.A312 o s WATER 2 ,5-s - TOTAL CYLINDER REPOT r N12. 3442 • SEE FIELD REPORT NO. CR A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881 -5812 TO c:AgS !` cA PP- Cj 1�2 r"7 ; e $ ATTN: Sid v `G 1 'k -- 12720 ( �cc..f� y 9n; L/{ 5 �., 4-R /off MIX NO. __ PRODUCERS CONCRETE: C Z A A-) COPIES TO;TL' u, q -g1otS7\--)ec e, .4,SC� J 1.PN 'Arc,ti . 5G-v Be:ACOrd S PV aper I'2S . COMPRESSIVE STRENGTH CEMENT - CU, YARDS PLACED 72 AEA. ADMIX. S cs L' ( " CAC12 1 DESIGN STRENGTH 2 ` -4° PLACEMENT AREA & NOTES C� a r Q T C o'` j ^ �� S 5 T73 dt 2 7ZZ /CD. Y Q r k r., -+ n ;Ca y ( 4 Y 1 0 Jr CAC4 ..01 . INSPECTOR: ( . aAA T 5 A. A. R. TESTI LABORATORY, INC. SIGNED: DATE �Qj� FILE NO. cc77 PROJECT 64w4 Ce.9.A.t°. CM • ]fir -OCR - ADDRESS /Jo 3 Z ..z 11,4& i -vz� - S • BLD OWNER THER TEMP AT 8, AM ,S ?° AT PM Ur ENGINEER i M,eQ/7 .4 4Qa 5 D h) ARCHITECT P/V /bead CONTRACTOR ''� `` /� L T PA4 ) l''L.J / ! ,o9z— A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: "Sego, --:o PRA p ATTN: (mac? & 14- / G /b7 / 9 $/ &P, INSPECTION PERFORMED: LOCATION(S): / r' f', . ("FIELD REPORT ® RESTEEL II CONCRETE O MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER '•Z 4, La Jut SUPPLIER ©( 0 MIX NUMBER ( ' emu) CYLINDER REPORT NUMBER 3 ,Sy SLUMP �A' %Z AIR CONTENT ABOVE ITEMS WERE IN CONFORMANCE WITH BUILD! ® YES ONO PRIOR REPORT FR O FOOTINGS O AUGER CAST PILING It SLAB O WALLS O COLUMNS O OTHER Iii CONCRETE 0 GROUT 0 MORTAR DESIGN STRENGTH sa.9-v NUMBER OF SAMPLES CAST 62.. G ,A/ . TOTAL CU. YDS. PLACED CONCRETE TEMP 6 9 ° 7/ °TIME F NG DEPARTMENT APPROVED PLANS. Date or Plan Number REMARKS e -- .2.47 9 ,2 , - c 2 . .c4a%ttv - s -672P COPIES TO: 'BED F P. 72DPTI INSPECTOR. R. 4VUDSDU3 LPN, SGf- T\J W1l 1 BLDG A.A.R. TESTI VE.PT 5 011 SIGNE BORATORY, INC. N2 4637 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. c /o/- FACTOR z2 .5 7 bk /z- TEMP J" AT AM ‘6, AT y PM '3LD 0 2 9 5 0 7o / AIR 47 6 0 61 06 CONTRACTOR s &-- (o - a -e FIELD TEST DATA TRUCK SAMPLED / f TRUCK TICKET NO. pa, , 4" / TIME SLUMP SSLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC OWNER �iT/ ✓ TEMP J" AT AM ‘6, AT y PM ENG ER / Ve 0 7o / AIR 47 6 0 CONTRACTOR s &-- /9 DATE _ --� ;� s -7/ DESIGN WEIGHTS FILE E NO. y/_ (-37 P OJECT 71 f4/ e. C :. Jke) Cr 7 LOCATION BLDG 1 •, A16.0 OWNER CA. 2. TEMP J" AT AM ‘6, AT y PM ENG ER / 21--S A5S apt) A CHRECT, CONTRACTOR s &-- /9 BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT t. FA. A16.0 CA. 2. WATER 21--S TOTAL /X- A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: ATTN: XV/ #4/ e4p77A, GU4- ,o/‘g CONCRETE: PRODUCERS AEA. PLACEMENT AREA & NOTES MIX NO. t/8 CEMENT K" CU. YARDS PLACED .r 7z- ADMIX. (4.4/) q 2L C O?_- CACl2 % DESIGN STRENGTH 2 fp() i1 `L/ / OA C REPOR' COMPRESSIVE STRENGTH SIGNED: SEE FIELD REPORT NO. N_ - 3598 CR INSPECTOR: Pk . ( ) 49A) COPIES To: BtDFORD - PRDPER31ES) LPN) A.A.R. TESTING LABORATORY, INC. RIC Ff ED t onso4\l, EG1 TUKWI Lp BLS ./, At /IA- CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 0 • S " - -ms = z7 4.-r? 7 l-9 (A k r . iig � 11,500 394/0 & ( I 66 /2- i SS E / 7i 6 4) 4/3 TEMP OAT AT 6 - c7 Z0 sfl ARCH CT_ / 4,64p CONTRACTOR 3 7 /900 2900 ‘ ° Y( 6 -r - z,e FIELD TEST DATA TRUCK SAMPLED /& 4// a 7 TRUCK TICKET NO. By,t 3/ 9 Zl ge TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR 7a° J " . iig � BL4 = : ; -1r te , 603 d0 i i SS E / 7i S�" TEMP OAT AT AM PM ENGINEER , - sfl ARCH CT_ CONTRACTOR DATE FILE NO. 9 % MOIST ADJUSTED WEIGHTS CEMENT IL'IO LOCATION 2 /01<-- ..9 1 s,. I. L C.A. . iig � BL4 = : ; -1r te OWNER ZA- 0' LY �4V TOTAL TEMP OAT AT AM PM ENGINEER , - sfl ARCH CT_ CONTRACTOR BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT IL'IO FA. /01<-- C.A. 29 fir) WATER ZA- TOTAL 0� A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: "E -7�0 �N?lapfi 'T/ tq ATTN: / d &2' /J14it T '17 xa (f-ATE/A/0- 7) pt.. rif 1(0 7 5k3. 7TZc-, 4 7/I e MIX NO. f G(/ CONCRETE: PRODUCERS AEA. ADMIX PLACEMENT AREA & NOTES C REPDR' COMPRESSIVE STRENGTH INSPECTOR: SEE FIELD REPORT NO. A D aazaei,il azD 7M/ -s Est 6 S w z_ 3 , !r„ t2 ?-- N_ 3593 CR CEMENT CU. YARDS PLACED / 7 2✓ CAC12 ° DESIGN STRENGTH 5' d 1 f4 ,.,r} r A/ l sytr 4- %v A , COPIES TO; BEDFORD T(Z(KrIZT'LF.5 111)rsri1) A.A.R. TE TIN ABORATORY, INC. LPN ! S6R 1 TUKWILA $I.D6• SIGNED: DATE` 7Z, / FILE N� - �� , P�' ECT C nri . c , &P o- r ADDRESS /.?2-, i S . BLDG. PpM NO OWNER WEATHER , 9 � / TEMP v AT AT AM PM ENC ER 4.f.,) ARCHRE CONTRACTO S l_,• A- TO: A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 ATTN: 624I6 i V/1477 6 WA- INSPECTION PERFORMED: 6..RESTEEL I1� CONCRETE O MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER 7» S /0 7 /‘ se LOCATION(S): (4 7tV /� , o /l; (Ae V SUPPLIER MIX NUMBER CYLINDER REPORT NUMBER 3`t SLUMP 3 ' AIR CONTENT ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. O YES ONO FIELD REPORT N2 4400 COPIES TO: BEND ED TTOPE TT- S.SGA ) R HUD5011. ) LPN TU\LU)\\ 91 B11) C� DeP`1 5 Z:5 - INSPECTOR. PRIOR REPORT FOOTINGS O AUGER CAST PILING O SLAB O WALLS O COLUMNS O OTHER CONCRETE 0 GROUT 0 MORTAR DESIGN STRENGTH NUMBER OF SAMPLES CAST L3 TOTAL CU. YDS. PLACED d � CONCRETE TEMP 70 TIME Z Zd Date or Plan Number ..0 FR CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. . ‘ .172,4 s =2 l0 - +3 7 2 x/z Za� ARCHITECT w 694. 00 21/6Q � �4 s 5z TOTAL 3 9z7 -i FIELD TEST DATA TRUCK SAMPLED /A J TRUCK TICKET NO. gl t ire DESIGN WEIGHTS SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR T IME ff r T L « Za� ARCHITECT w CONTRACTOR S fir: � � �4 t- - TOTAL DATE ^ a / FILE DESIGN WEIGHTS & n/q- , C c /3cec - ADJUSTED WEIGHTS LOCATION /3D32 itr u,v ✓ !Iv 1 Y BLDG PERM S. 6 3 OWNER FA. W E R /, '/ �� `r LL. 7 �/ TEMP • AT (O AT AM PM E N R / OA) Za� ARCHITECT w CONTRACTOR S fir: � Z' BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS OA MOIST ADJUSTED WEIGHTS CEMENT Y FA. / 4400 C.A. Za� WATER Z' TOTAL A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 d '54)? . 774,7, 1 /2470,11,7"/ ATM: �F11LG� - -/ rr ✓'i) / a 72 0 (i'44// Pr/ . S7? (0 7 S,ta77 �/.�— 7,15/ TO: MIX NO. c* vU fJLINDER REPORT' COMPRESSIVE STRENGTH SEE FIELD REPORT NO. N_ 3612 CR PRODUCERS AEA. ADMIX. PLACEMENT AREA & NOTES CONCRETE: CEMENT :ThrfAtioR , ( £G/4, f jr9D7/ it1 `Tel 2 COPtESTo: "EE rD -D 4 1 � • -1 UD5a'Nh LPN .% 5 14.1 TUILW11F 13 LDG CAC12 % DESIGN STRENGTH aS'?9 INSPECTOR: CU. YARDS PLACED c 3 DATE j e FILE NO. PROJECT csr.) e. c. '06- q ADDRESS /03 " nq lw9 - / v . BLD�E� O. OWNER WEATHER ���(� TEMP AT t...70 AT // AM PM EN EER / / ARCCT, A/ CONTRACTOR se- 4- A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 ( FIELD REPORT TO: c1 "1111 Arm: !J o f7 /,g 72,0 44> Jt// 0 7 f ?7� : 2 INSPECTION PERFORMED: RESTEEL CONCRETE O MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER LOCATION(S): SUPPLIER )e-1971 7.11/ MIX NUMBER CYLINDER REPORT NUMBER 31 3 SLUMP ± -11 AIR CONTENT ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. O YES ONO COPIES TO: MI?D PC.DF fl ES, R, t*-UDSDk h LPN') TUKUJ I L]l Bt.D DEPT S--77 -- 91 INSPECTOR: SIGNED. PRIOR REPORT FOOTINGS O AUGER CAST PILING *SLAB O WALLS O COLUMNS O OTHER kCONCRETE 0 GROUT 0 MORTAR DESIGN STRENGTH - 5 , 6 0 NUMBER OF SAMPLES CAST TOTAL CU. YDS. PLACED / 7 k, CONCRETE TEM P....AeLaTIME 7 O Date or Plan Number N2 4406 FR A.A.R. T TIN ORATORY, INC. _,O p7 e - Ad110 ,t/7 .A 17 f'yf 3 -47,t//94t- 1/,13 /14.7,0 DATE � - 1 -3 - FILE N O. 9 /- SS') P O JECT �� 4R. w ', y b1 ak AD RESS /c 3 a . . 4e...>n0.,� . .v S . BLDG. PERMIT NO. OWNER WEATHER CY1/4-.)4."'C " S I T TEMP AT AT AM PM ENGINEER `salS a /\.J ARCHITECT L..1'. /\.). CONTRACTOR S. G.∎ TO: A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 e0' `'tom ✓`t� 9( c3 i ,/` INSPECTION PERFORMED: (FIELD REPORT ID kcL /9. o /6") C� RESTEEL (31 CONCRETE O MASONRY O STRUCTURAL STEEL O WELDING O BOLTS O OTHER LOCATION(S): Pc-,6k 64 r• e.:_. A s IS 0 * n o� ` 2 44 r 0) SUPPLIER Oct 7 /J MIX NUMBER L /2 e-/ L 2 CYLINDER REPORT NUMBER J L I ( 4 . 2 SLUMP g i AIR CONTENT ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. O YES LSz1 NO ,o� Date or Plan Number REMARKS `� U r-'cr a& PJiyuS szTY. 5,'4 ‹, 0.1 \ (�i�;n�o✓'c�^� r\ a a ) l 4►�-� p f; e al 41-‹- &AS R. 11 UD5DAL LP (`1 / TUKWI LA BID 4.. DEPT- A.A.R. T SIGNED: PRIOR REPORT / t ('T1 FR al CONCRETE 0 GROUT 0 MORTAR DESIGN STRENGTH aZ S Sc C) NUMBER OF SAMPLES CAST J & `i I9 TOTAL CU. YDS. PLACED 2 CONCRETE TEMP C- v y TIME FOOTINGS O AUGER CAST PILING O SLAB O WALLS O COLUMNS O OTHER N_ 4539 COPIES TO: 5EDF02D FUPERrTl'ES S61/-) INSPECTOR: e Q STING LABORA T• RY, INC. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. "'',as S - d 6 - 3 AIR k /2- / `71 694. 00 2i/60 CONTRACTOR S . 6' A 6 - �� lD ??DV 3 8 10 6 --/ 3 7 , 5 5-D FIELD TEST DATA TRUCK SAMPLED /A TRUCK TICKET NO. g/ gg,„ TIME SL UMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR /`//249 / `71 ARCHITECT „ AI in CONTRACTOR S . 6' A «g / mac TOTAL DAT ^ /g 7/ FILE DESIGN WEIGHTS P9pJECT 7 L*v c' C 11606- ADJUSTED WEIGHTS LOCATION /3P32 1 40 . BLDCie�Mil // OWNER FA. // CiLL R ° U� J .!� TEMP /W L AT 1 p A PM N R eh 7 COA Z/ h::7 ARCHITECT „ AI in CONTRACTOR S . 6' A BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT Y FA. i // bp C.A. Z/ h::7 WATER TOTAL A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 / 7' &, ,4 ?i a 72.0 101-(40 pt. S7? i0 7 TO: ATTN: MIX NO. SG& CONCRETE: C R]EPORC COMPRESSIVE STRENGTH SEE FIELD REPORT NO. PRODUCERS AEA. ADMIX PLACEMENT AREA & NOTES , ��y 4 OH_ �iJ � (0,6 /f1 t / A j i e- 69.7vec. fl r- 2 !F- /5. . INSPECTOR: COPIES TO: F E PV-OF'EfLiTt5 R' A.A.R. T S IN 1'11k5DN) L P .1 % SJ 1 TUbCW U LDG SIGNED: Y"1 f1-r— .- .ten - 01 1 1 .11 _ 6 1 N_ 3612 CR CEMENT . CU. YARDS PLACED e3 CAC12 DESIGN STRENGTH /a -200 DRAT RY, INC. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL. LOAD STRENGTH PSI SET NO. 4 S =7- is =z? 6 -,- 6 -(7 7 a Z.' * "2- r S ° C.-. 4-- 11 /5o0 /5'c 0 /5 394L0 6 /0 5430 I / 1 60A /2- 604/3 TOTAL 60 yi 3 7 . /goo 29oo a 60 L/C 6--17 se /55.600 a'00 A2 6 ° Y � 6 -(7 - 74 /34/D oo 1 7 1 7 z1-(D ._-- FIELD TEST DATA TRUCK SAMPLED & TRUCK TICKET NO. 7.,E TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR E .' NEER / _,.;.. .e. .41P 9 A ARCH CT / V S ° C.-. 4-- 2,tP WATER TOTAL DATE FILE NO. PR ECT tom g LOCATION ct /3ATJ /4 f /340? 4VT BLDG. P }AMR NO.. OWNER OAT 1 AM � AT PM WEATTEMP Kir) V E .' NEER / _,.;.. .e. .41P 9 A ARCH CT / V S ° C.-. 4-- 2,tP BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT /O FA. /A-- CA. 2,tP WATER TOTAL (;) SEE FIELD REPORT NO. A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: 8T—D01 ��?pp fir/ -L4 ATTN: 4.2 /T $$.n rr1l-, /:4 7 /I MIX NO. f'ro 4 //,/ CONCRETE: PRODUCERS /��JJ AEA. ADMIX W PLACEMENT AREA & NOTES CCLINDER REPORT' COMPRESSIVE STRENGTH INSPECTOR: N_ 3593 CR CEMENT CU, YARDS PLACED / 7 Z✓ CAC12 96 DESIGN STRENGTH �! d �-- , .r/ £" -r✓ lam' �-P - rc g mk / , A c2r<- I -S 04 S 2 3 . er— COPIES TO: BEDFORD 712,(7PCRT1F 'S, �c nuC2Sr , A TEE TI ABOR TORY, INC. L-PN•) SGFII Tth4WILY1 'W6. riEvr- SIGNED: ✓..� CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 5 q 1 A , 5 - -g r-ts 7 6 .Xl? 3 /D25oo 363 -o AT AT '3 S 6 v - 5 2.2 CHIT / 2/ 5 5595 6 S /_y (C/660 6s • FIELD TEST DATA NO. I 1 ( - 1 TRUCK SAMPLED 1 ,l TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR S, 3 TEMP AT AT L i.5 / 6 v TOTAL CHIT CONTRACTOR 5• . DATE 6 P- 9) FILE NO. 4 i- S 9 DESIGN WEIGHTS PROJECT C-"' A4 r& (-_ \/ b /al c T 9. CEMENT LOCATION / /3032, n') ^J . S. BLDG. PERMIT NO. OWNER CJ1% WEATHER OL)Qf'CA ..57 TEMP AT AT AM PM ENGINEER 14 uG's C -.. TOTAL CHIT CONTRACTOR 5• . BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT (f _57 FA. 1 CI yO CJ1% loco WATER 2 ,5--s- TOTAL TO: A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond. Washington 98073-2523 (206) 881-5812 &dgrc.1 4 ?Q ; � 5 ATTN: So o I' Vick �± 1272.o 6-A4m -acv 9n; , )o1 L 5ec +1 *, 9'; MIX NO. L 4(( eJLINDER REPORT' PRODUCERS AEA. PLACEMENT AREA a NOTES COPIES TO TT L'PN IAr CONCRETE: w, b • .. O. .. COMPRESSIVE STRENGTH SEE FIELD REPORT NO. CEMENT -- CU. YARDS PLACED ( 2 ADMIX 5 O'Z (' CACl y DESIGN STRENGTH S66 SIGNED: A. A. R. TESTI N_ 3442 CR LABORATORY, INC. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL. LOAD STRENGTH PSI SET NO. 2 : 3 b =Z 8 ., _ G I eye) . ■ - 2._ „zoc-c) 6 6 Ev 0 (am' s,' ‘' a 5 if + 64-25 C - Z5' z 8 ze 6's ' 7i 4 6 - S C'2-, 6' 6:20 C' L . _ 6 -25' 7 - e to I,k,I Z- q51 V.6 . 33 60 c57G = 2 . c 2 g-`5 FIELD TEST DATA TRUCK SAMPLED /O `/ '•"' /S 8 TRUCK TICKET NO.... gile �U iZ -Alai 7 TIME SLUMP %AIR - UM' WEIGHT YIELD CEMENT TEMP. • ' a• ` • eye) 6"/L „zoc-c) (am' s,' 6? 5 / :qo 6 - ; 6's ' 7i 4 6 - S DATE 6 9 -- 9 / FILE NO. ,'/"b c3 , PROJECT LOCATION /3n 3 - - /4/74.72-1,A. PAA) Aug' .1 BLDG. PERMIT NO. 4c5; 3 OWNER WEATHER ©0c7A 0,94A'T -- TEMP AT $; b AM 6-7' AT PM ENGINEER l ek/As2.b J/J.,ab h) ARCHITECT L Pit/ /e6/ CONTRACTOR LjP Vt - 64 Co., r n) BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT y7 l) FA. 1 y / CA. „zoc-c) WATER z TOTAL A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: "2,t.)/?,47 P/2D P ATTN: 7 7-0 RA w,4y 17Q' /d 7 '/A B MIX NO. .4-""0/1 cc) CYLINDER REPORI SEE FIELD REPORT NO. COMPRESSIVE STRENGTH ' •_ 3984 CR PRODUCERS CONCRETE: ( .,► yTia;Z CEMENT 0 /I Tfriair Ar "�� AEA. ADMIX. CAC12 Z C�.— PLACEMENT AREA 8 NOTES CU. YARDS PLACED CV DESIGN STRENGTH C d O ZS s[ INSPECTOR: COPIES TO: 3F -t .I) t'G`"(7�f t St SbH > A.A.R ESTI LABOR ATORY, INC. R . 141)D5OU i LPN L TU 14.1.11 bU) 6, D EP T SIGNED: Z Tv /6 C•. DATE FILE NO. fi- q P ECT ADDRESS /30 jiff* C . BLDG. pEp 3 OWNER WEATHE 61Cli,��/ TEMP O AT /e , AM "'.5"' AT PM ENG EER / /� e,& .A Aso ARCHETECT ,11j// CONTRACTOR .5 CS A.A.R. TESTING LABORATORY, INC. ATTN: &I 91VT / - 7a0 ' 7 TO: INSPECTION PERFORMED: RESTEEL P. CONCRETE O MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER LOCATION(S): O YES P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 SUPPLIER (0e A'/d MIX NUMBER D (1 440 '' // CYLINDER REPORT NUMBER 7e/ SLUMP S._ -4' AIR CONTENT ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. O NO Date or Plan Number REMARKS' (2i)P..e,VIE. JLGN� f / 'Wp ‘,0 '.,i'T/Q / use i j ice . 4/ 5: /if'Tr "- ,nst��/.l ?. -14 , I _. . £ i .r t2 ; mss+ COPIES TO: 1 3 DFU - P OPMPT1 E , S ! INSPECTOR' ' - ( ' 7 R.HUD5JU i LPkli SGP "T1) KUALA Bleb . , Dr_P1 - C--"3 - -11 ( REPORT SIGNED. PRIOR REPORT FR O FOOTINGS O AUGER CAST PILING cK SLAB O WALLS O COLUMNS O OTHER 4'4' .S e / 77p /4 k CONCRETE 0 GROUT 0 MORTAR DESIGN STRENGTH d ©o NUMBER OF SAMPLES CAST �P TOTAL CU, YDS. PLACED CONCRETE TEMP _TIME A.A.R. TESTIN =ORATORY, INC. N_ 4394 DATE e ` / _ 7 FILE NO. (i " J PROJECT G 4 � 'e-W o ADDRESS J 30 37.... Jiie'er U r /It t1 Atje BLD�:`F! NOf .,. w, , OWNER WEATHER n ��OUQ(l^ TEMP s'6 AT 7,3 c7 AM AT PM ENGINEER A q r, C La VTX ! 4 \A.3,50 IN- ARCHITECT , 1�. / A r c, LA ; 4- cc. .f5 CONTRACTOR n TO: ATTN: A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 3e,& o r& P6rofoe r fi' es r46 r 5� �fire U0cL 9Y/6 9 INSPECTION PERFORMED: REMARKS: c-d tf r�- v. c k c L COPIES TO: SEDFORA 1 SCR 1 �1CH'f�PD I-UD. ONL LPN MLR) - TUI<VaLM BLOD DD'T C- -IZ—II (FIELD REPORT N° 4903 4/07 • RESTEEL • CONCRETE O MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER PRIOR REPORT FR !( FOOTINGS O AUGER CAST PILI O SLAB O WALLS O COLUMNS O OTHER G JUN 1 71991 _PLANNING DEPT. CI LOCATION(S): C-0 ‘, 4-; A taizzu 5 t �:- d K. 1 s se C ^ — �n�•, 5--43 J 7-- o h N. 1 T r' d C o 41 cX O n J " o w,. 3 '� J Q v,eA 1� / T'- Y- b/ SUPPLIER Q c e...-0\ V' MIX NUMBER 4 6 4 LA) CYLINDER REPORT NUMBER 4 40 ' 7 SLUMP k AIR CONTENT CONCRETE 0 GROUT 0 MORTAR DESIGN STRENGTH 2 NUMBER OF SAMPLES CAST 3 6n / 2 -- TOTAL CU. YDS. PLACED 471- CONCRETE TEMP 6 7' TIME 2 3 'i ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. YES ONO Date or Plan Number uD g 5 q C e n � �� �'V �e. C In, t.1 f .. C u. a C. t) �� s Oh c a f e ck at gc: S e Co p) e 5 w: INSPECTOR* A.A.R SIGNE ST. N RAT! RY, INC. DATE 6 �� 9� FILE NO. g� zr-I, PROJECT 6 #7 1/ Ca74, ' eA?IF.eDg 9' ADDRESS A? o? 2. // /re/av,p7 ,4A/ 4u6 BLDG. PERMIT NO. fig'7 _5' OWNER WEATHER ifY?'JA- -'7P■51-S," TEMP AT AT AM PM ENGINEER //r Ro hl-/ii (• OA/ ARCHITECT CONTRACTOR sr 5 - 4/ ,4 It/A( A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: 2z z FOgI_, PRe - )1 ~4417 ATTN: , vh Ai / 2 22 0 44y IAM9/ 7W/ ve /07 4.01 - 9 INSPECTION PERFORMED: • RESTEEL O CONCRETE O MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER LOCATION(S): SUPPLIE 0 - •NCRETE 0 GROUT 0 MORTAR MIX NUMBER DESIGN NGTH CYLINDER REPORT NUM = - ' NUMBER OF SA ' AST SLUMP CONTENT TOTAL CU. YDS. ' ACED CONCRET MP TIME ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. O YES ONO REMARKS' COPIES TO: y - AF .. 7 FIELD REPORT PRIOR REPORT O FOOTINGS O AUGER CAST PILING O SLAB O WALLS O COLUMNS • OTHER Prp/VEZ 5 Date Date or Plan Number _2. 22. N2 4649 FR 6/ p P'"A-iCr7✓ INSPECTOR. teY7/:°5 SIGNED: A.A.R. INGJI.A ORAT RY, INC. •/� ___,._ DATE . 2 " 9 \ 1 - Sc3� PROJECT - .x. w,A•`1 I I d . c l ADDRESS / 3 C1 S z 2`n'! 'lf` cJ✓`bA..,i A VA- E. BLDG. PERMIT NO ( S OWNER WEATHER C Lt OA \( TEMP AT AT AM PM f ENGINEER R . 1-u 3 c.■ ,./ ARR CONTRACTOR A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 INSPECTION PERFORMED: LOCATION(S): ae ; 9 4 . r 1CAn.i.d A � SUPPLIER C)C .r- As MIX NUMBER 71"1 L) CYLINDER REPORT NUMBER - 5 Y SLUMP AIR CONTENT Is. YES ONO REMARKS* e r cA..m.cx 1. �J • - r REPORT TO: 15 tdi 9,1 U Qo (' I Q 5 ATTN: g At) k c., * 1 t.1.. ► o.. `( V i 1/Q 5 t> 1 T1' ! CFI 5 Q.c:14 /.c, . 9 F t a �) RESTEEL 0 CONCRETE O MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER PRIOR REPORT q a- i,r\ A c-1 no' / of AeA Ali D a., N 4287 FR FOOTINGS O AUGER CAST PILING O SLAB O WALLS O COLUMNS O OTHER /rte 3, N CONCRETE 0 GROUT 0 MORTAR DESIGN STRENGTH © d NUMBER OF SAMPLES CAST 3 60( / 2 TOTAL CU. YDS. PLACED CONCRETE TEMP C Y ° TIME /D• (/ /Th D Q elo4 lCA 7 c- ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. F 3 Date or Plan Number COPIES TO. 3ed Pc c r } INSPECTOR N k _ A.A.R. TESTING L RATORY, INC. SIGNED. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 6 3-1 f - / ‘ _7- 7 f k19 a� /18 606 38 Yo Si7 / 63go s 6 v .c ... 4 -zi3 2,0 L-( ‘f3 ("g a3R1 6 - 2 ° 0 Z�? 63p. 6 -7 7 7 '1 0'00 3 __S7 =- 6 3Y3 6 -zg FIELD TEST DATA QQ�� TRUCK SAMPLED Z TRUCK TICKET NO 17 f/ 3 TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR 10 0 S -11 a� v.- 47 s 6 v .c ... t...,,,,. TOTAL L-( ‘f3 ("g DATE £ ' ' 3 i i FILE N 1_3 7 p I1 //} d/t erg &A9 < Li7 LOCATION � ��/ / 9 z,4�1 ✓/../.1 ���;',. V S . I BLDG. PERMIT NO. 3 OWNER WEA ef_Py TEMP / AT 1P AM .1 AT PM EER ,'//- ,- Ak4PSed ARCHITECT „ _` A/ CONTRACTOR � I OOR Vv_ /� . CA • BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 41.20 FA. /r CA. a� WATER 7� S TOTAL TO ATTN: A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 PRODUCERS AEA 9-79/1-0 Piscop /10is i 4 7th- 401 MIX NO. L-1 /, J e'L LINDER It�POR i COMPRESSIVE STRENGTH CONCRETE: ADMIX 6/// . 4- V CACl2 COPIES TOrt \ . :P. J «. ttl.ta,S0 . 1 / L.P N SG-A 3ecQbrd INSPECTOR: SEE FIELD REPORT NO. % N 4074 CR CEMENT CU. YARDS PLACED a ' DESIGN STRENGTH ' PLACEMENT AREA& NOTES 1 lif/ 'E,'F4f L) / 1 / S - %7 (, z ; 019,1t. / / 77 ovim, / _- ,gi110 /A Tv / �. A.A. " RING BOR TORY, INC. SIGNED: DATE FILE NO. PROJECT F' ,7J, Ai C - (- - $L. -D(? ' ADDRESS 13 a3 .2- /N r (.L23A -r) BLDG, PERMIT NO. OWNER WEATHER CA4 TEMP AT e•- 6 8 AM 52o AT PM ENGINEER T ( 14 -14-,2 p 141,(1),S 6 A) ARCHITECT L P Ni (4 RCI4 CONTRACTOR \T TZ P J C' (,J ( rU rJ 45S' C A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 INSPECTION PERFORMED: COPIES TO: 14 t116,0. 13 RS . / 12. • n/ L' \ Arc1A. SG•14 - a: laot -Qrc • ( FIELD REPORT ( TO: D F b P6Z Rri ATTN: 1 2:n 42 A-re r 4)19-y 72r,1 re .coin: 1 c) .Sr -II Lc- Lt.) ' c IPJ // „! • RESTEEL (a CONCRETE O MASONRY O STRUCTURAL STEEL O WELDING O BOLTS O OTHER LOCATION(S): FAA, j L 44- 1 — 1 1 l `7 --3,c 4 / 8 - 7 a INSPECTOR SIGNED: PRIOR REPORT O FOOTINGS O AUGER CAST PILING O SLAB 0 WALLS O COLUMNS fir OTHER p 671_ 5 IV° — 4915 FR SUPPLIER Oct 19-to CONCRETE 0 GROUT 0 MORTAR MIX NUMBER SA Lc) DESIGN STRENGTH 00 o CYLINDER REPORT NUMBER q/ 4 1 / 87 4 118 8 NUMBER OF SAMPLES CAST / SLUMP L e/4 - 6 7-0 Y AIR CONTENT TOTAL CU. YDS. PLACED 3 4-1 CONCRETE TEMP. " TIME e' 2O - "! 3S & vS ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. DYES ONO Date or Plan Number . . J.. A.A.R. T TING BORATORY, INC. DATE i Q / / r/ .. 5/ (. pl `J, PROJECT �./ - LOCATION / ZipO aft 4 S. OLDG.PE MIT NO. . 6 f OWNER WEATHER TEMP AT AT AM PM ENGI E R /�y�,� -/ i(.A / �k/V ARCHITECT CONTRACTOR FIELD REPORT V' A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA. 98052 (206) 881-5812 FAX: (206) 881 -5441 TO: /J2 0 1) 414,5 /2 . $ /07 ATTN: PREVIOUS REPORT No. (n._. IA' CI INSPECTOR: No 1 51 7 4-44c � r f ---* .RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206 - 324 -6160 JOB 13E.12) FAR k, , , Y re.OP SHEET NO OF CALCULATED BY _r - , ,� t 1 DATE CHECKED BY DATE SCALE n 3_x 1 - -Z_ 11 e •t I jj 1 I I I I 1 i , i i ci 1 I V 1- 7 1— i 11 J 11 • ; ' . tia fir_. i /9.x_2 _ w B._ it., �. 1 44 4 w '1 1 .._. - ._- ___...____. ....o I.D_Ibto_c Di.R__.-1:)eA 0 , a ti___.E . -j_._ __ _ .._..._ _ ._. _ ._..- _.__... T� . .. L N C .11�I rchit 2 . .. _ f991 . p� _. - - _ ... _ . __ _ .- _ ._._. ____-. _ _ .RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206 - 324 -6160 JOB 13E.12) FAR k, , , Y re.OP SHEET NO OF CALCULATED BY _r - , ,� t 1 DATE CHECKED BY DATE SCALE 1 1605 12TH AVENUE, SUITE 18 SEATTLE, WASHINGTON 98122 a4tici E2 e-4" [a 5 ro x 1-co' K X \J 4- SI 1 c.1 [44, A 0 i. C \ 9 J sr re) ---' TEL. (206) 324.6160 ri) 13,10F3ILD X-WDSON x ASSOCIATES, INC. CONSULTING ENGINEERS C4.c.E,S) e f9-d7c, (41. PW1‘.6) . - •IN!. 1%!/ id; L44 : INK] 1991 LPN Architects & Planner 1 LAW. riziAN 11-4 (6 ce) -ro re rie)...m ED Simi G. F3E,DEco) P)20P Au 1 4witero&) 5-44)-9 I RANIsa (yip 0) CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 July 17, 1991 Barghausen Consulting Engineers, Inc. 18215 72nd Ave. South Kent, WA 98032 PHONE q (206) 433.1800 Att: Erin L. Bogdan Engineering Oppice Assistant Ref: Gateway Corporate Center �c� u `�` ' 9 - 9/- d S Sanitary Sewer Main Revision a � Dear Erin, The Public Works Department has reviewed and approved your revision to the sanitary sewer main as redlined on sheet C -3 of the Sanitary Sewer & Waterline Extension Plan. Plan enclosed. Please note the existing sanitary sewer manhole that you will be connecting to is under the jurisdiction of Metro. Please contact Mr. Ed Cox of Metro Facility Program Management Division at 684 -1292 to secure any permits that may be needed. If you should have any questions please no not . hesitate to call me at 433 -0179. Sincerely, AgAl Greg Villanueva Utilities Inspector xc : Phil Fraser, Senior Engineer Permit Coordinator Development File: Gateway Corporate Center Read File Gary I.. VanDascn, Mayor Participants: RECORD OF CONVERSATION LPN /ROYCE A. BERG ARCHITECTURE AND PLANNING 1127 PINE STREET, SUITE 300 SEATTLE, WA 98101 (206) 583- 8030/583 -0708 (FAX) Phone Conversation Ia In- Person Meeting [J Location: ;•Y~•y :...rf:� t,;, ;Y!lJ`.�J > .RY• ts . ,, '; %y? , ::f %.,:x; �x • :lam . %f::: i.C•: •:,. rl;f,: 1f�.. ;':�,� fia:.�.�I�f +iYji(1Q`l:; ;?).; ?:.a'^? Summary: '2- ' ,.. moot -1G, �1 . Action Required: co 0,0OVDSPi- • Date: ( Project Name: Project No.: Subject: Initiated By: BY: i j, 1R . •/. � 'C co: 10C.4.5 MIL aCLr? ©P IMP I,t- ) ors) , "DV t CceJV. CSP�► v3pcy 1,°l Ntiv o2 6 TP „ ►� 1 r# 1 9 • • August 16, 1991 Dear Mr. Balmelli: John A. Pier.. '/ P.E. Associate En. neer Public Works Department Enclosure: Approved Plan JP /amc:7:gate8 &9 CITY OF T UKWILA 6200 SOUTIICENTER BOULEVARD, TUKWILA, WASHINGTON 98188 Daniel K. Balmelli, P.E. Senior Project Engineer Barghausen Consulting Engineers, Inc. 18215 72nd Avenue S. Kent, WA 98032 PIIONE k (206) 433.1800 RE: Gateway North, Buildings 8 & 9, Landscape Irrigation Plans (Plan Check Nos. 91 -059 & 91 -060) Gary L. Vonlnsrn, A1oyor The Public Works Department has reviewed and hereby approves the referenced plans submitted as part of your development. Please ensure that the center of the pumper discharge port on the hydrant is not less than 18" from finished grade. Field work shall be coordinated through Greg Villanueva, City Utilities Inspector. Please contact Denise Millard, City Permit Coordinator at 431 -3672, to have the following permit prepared for pickup: Landscape Irrigation Permit Permit Fee = 25.00 If you have any quections, please call me at 433 -0179. Sincerely, xc: Greg Villanueva, City Inspector (w /site plan) Permit Coordinator Development File: Gateway, Bldg. 8 & 9 Read File CITY OF TUKWILA 6?00SOUTHCEN'TERBOULEVARD, TUKWILA. IVA SHING TON 98188 August 20, 1991 Daniel K. Balmelli, P.E. Senior Project Engineer Barghausen Consulting Engineers, Inc. 18215 72nd Ave. S. Kent,WA 98032 RE: Gateway North, Building 9, Casing Detail for Existing Water Line Dear Mr. Balmelli: The Public Works Department has reviewed and hereby approves the referenced submittal as part of your development. Also, please ensure that the center of the pumper discharge port on the hydrant shown in this area is not less than 18" above the finished grade. Field work shall be coordinated through Greg Villanueva, City Utilities Inspector. If you have any questions, please call me at 433 -0179. Sincerely, Nftt John A. Piero af/ P.E. Associate Engineer Public Works Department xc: Greg Villanueva, City Inspector (w /site plan) Permit Coordinator Development File: Gateway Bldg. 9 Read File. Enclosure: Approved Site Plan JP /amc;7:gate9 PII O, \'E # U06)433.1800 Gay L. l'n"Duscn, A1gmi• uui LIL)• .. JJ.L ,L L)' Ju r i. T EX. 12' SD EX. C RIM 0 13.16 :l.E. 10.4602' STL. W) IX. T 10.46 112' STL. E • INTERIOR mow. BY 0'Y SAN. SEINER LINE 1 ; -, �• �Mral�„arfnr>r • C.O. 3 A-1419 1 ;QR. ABANDONED 1 1 • \ 10 C.O. N 110 • \ 7 • 1 10' WATER ,4_, EASEMENT (TYPICAL) ( ti .�l J UL., C ' , u� 3 rto fltrl •N 2 4 I/' CJ — 1 re Lu [ 7 {,-0 '7 ED _ L.IJ Ln _] CI 13 ci cn t CY 10 (n 05 03 CD ffoaltr Rte, Ex T eeS "�� C.r. Mats o0I rr 1 w MO Obt Lbi SJ.NHS OS Lt i-Li C A}P itig CFI F �f � 8 If 9 6 >c'4J RETE C c/f 12 Mt_ 2Q1 ,e0 PPM: 1l Rt k. 1211 tONCRCTE EA) mE- N -- $u wark7Z4/N (fix1S7: ) ,f Z oi TE47 Sp /1 72 R '9i • May 14, 1991 Dear Mr. Balmelli: CITY OF TUKWILA ,;aun it)1•THCENTER 11011E TL W1•IL;1. WASHINGTON 98188 Mr. Dan Balmelli Barghausen Consulting Engineers, Inc. 18215 72nd Ave. S. Kent, WA 98032 PHONE a 1209, 433.1800 RE: Site Address: 13028 & 13035 Gateway Dr., Gateway Bldgs. 8 & 9 Utilit Permit A..roval PC 91 -059 & 91 -060 The Public Works Department has reviewed and approves the site plan, for the above mentioned development. This approval is for Public Works review only. You are referred to the Tukwila Fire Department and the Department of Community Development for their approvals. All utilities serving this site, including power and phone, must be installed underground per TMC 13.08. Please call Denise Millard, Permit Coordinator, at 431 -3672, to have the following permits prepared for pickup: 1. Fire Loop /Hydrant Permit - 8" line (Permit Fee(s) = $50.00) These permits are for the installation of the sprinkler vaults, one for each building. 3. Water Meter - Permanent - 2 ea. (Permit Fee $2,400.00 - see attached schedule) Gdn• 1.. l'a9Ousrn, .lh:y' 2. Sanitary Side Sewer - 2 ea. (Permit Feels) $426.30 - see attached schedule) These permits are for connection of the two side sewers to the existing private main. The fee stated is the total for both permits. Special connection charges are waived due to prior participation in LID 5. May 14, 1991 Dan Balmelli Page 2 These permits are for connection of the two water services to the existing private main. The fee stated is the total for both permits, and includes a deposit. Special connection charges are waived due to prior participation in LID 8. The in -line check valve, located at the southern corner of the property, must be replaced prior to this new use of the main. Please contact Ted Freemire, Superintendent of Division I, for more information in this matter. 4. Curb Cut /Sidewalk /Access (Permit Fee $25.00) The Developer as part of this application has provided the Traffic Inprovement Agreement for future mitigations as a result of this Development, signed, which will be sent through the Utilities Committee and to the Council for the Mayor's signature. In the course of this project and the BLA process it was discovered that a triangular section of land at the southwest t corner of the proposed property (Building # 8) requires a sidewalk linkage between Interurban Avenue South, Gateway Drive sidewalk and the end of the proposed Development. This proposed linkage will be provided and revised plans submitted to the City upon the Development's acquisition of an easement for said sidewalk across private property of others and /or a revision to access with the extension of the sidewalk in Gateway Drive to link proposed sidewalk as part of Building 8 & 9 Development will be provided. Prior to request and construction per approved plans to the City prior to request for occupancy for Buildings 8 & 9. It is assumed that the right -of -way for this sidewalk on Gateway Drive will be provided as part of the BLA process. If this does not occur as part of the BLA then right -of -way will be provided prior to request for occupancy or final sign -off by Public Works for this Development. 5. Storm Drain (Permit Fee $25.001 Parcel #00 -04- 8000 -17 is rated category 05, and parcel #00- 04- 8000 -15 is rated category 06, for the Surface Water Management Program. Your project may change the impervious surface area sufficient to merit reclassification. Please complete the attached Informal Adjustment Request Record, requesting a rate change, and provide the supporting survey. 6. Flood Zone Control (Permit Fee $50.00) May 14, 1991 Dan Balmelli Page 3 The attached flood certificate must be completed and stamped by a Washington State licensed surveyor, prior to the issuance of a certificate of occupancy for this development. The certificate must state that the finished floor elevation for the building is at least 2' above the 100 year flood elevation of 13'. 7. Hauling (Permit Fee $25.00) Prior to issuance of a hauling permit, the contractor must,, furnish the following: A. A 1 -year, $2000 bond for street repair. B. A $1,000,000 insurance policy naming the City of Tukwila as insured. C. A route map identifying all city streets to be used. 8. Grade & Fill - 4,800 cu. yds. (Permit Fee 5185.00 This permit is for the earthwork portion of the project. The soils engineer of record is required to certify the placement of fill and the bearing capacity of the foundation soils. Erosion and sedimentation control shall comply with the plans. The City may require additional measures if erosion and subsequent siltation are not completely contaianed on site. The contractor is required to monitor runoff from the ;site and notify the City of any off site visable siltation. This permit is issued under Chapter 70 of the Uniform Building Code. Your application was accepted on 2/7/91, prior to the adoption of the current Land Altering Ordinance. This development is therefore vested under the older law. 9. Landscape Irrigation (Permit Fee = $ 25.00) Landscaping required for this development is also required to be irrigated. The contractor or property owner must submit a landscaping irrigation plan showing coverage of required landscaping, point of, connection, and a DOH approved double check valve isolating the irrigation system from the potable water supply. Please submit four (4) copies of the irrigation plan, with a utility permit application requesting a water only or deduct meter permit. This must be accomplished and in place prior to a certificate of occupancy. May 14, 1991 Dan Balmelli Page 4 Please complete the attached copy of the Non - Residential Sewer Use Certification, and forward a one copy to Metro and return one to the City. If you have any questions, please feel free to call me at 431 -3673. Sincere \ Phil Fraser, Senior Engineer Public Works Department Enclosure(s) Plan, METRO form, Dev. Agreement, Flood Certificate RSH /arc:RSH06:gate8 &9a xc: Greg Villanueva, Inspector - w /site plan Denise Millard, Permit Coordinator METRO, PW Read File, Dev.File: Gateway CYLINDER NUMBER DATE MADE DATE TESTED t b 00 AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. %17-S `� -2 t . - � - 7- - C7 3 (6)02- k(6)02- ARCHAECT 5-7200 2 D2-0 7 M.(9 -7-31 7 759 o tp 2 3 / / 7-8 8 -7 R : � ' r i� C n " "' v �- M L Y f 99i) CITY OF TurtvviLA PI AP1 IIhir• rte-r.... FIELD TEST DATA TRUCK SAMPLED /1 TRUCK TICKET NO. g7 ?6 PROJECT ( 7 b/ C e, 84G -- 9 SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTdn CONC AIR T TIMME61 iL) ARCHAECT ) 0 WATER TOTAL DATE 7 -2 V -/ °, ll FI MOB f-, Q !/ PROJECT ( 7 b/ C e, 84G -- 9 LOCATION /3a3Z- . ADJUSTED WEIGHTS az I44. 5 S. BLDG. P - • MIT NO. Ar. far OWNER WEA -' • .4.• A AI TEMP / . AT SAM lt/ AT7 �(/PM EER iL) ARCHAECT ) 0 WATER BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 47© FA. CA. -' e" WATER TOTAL J A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881 -5812 TO: / ' •� (� -br ATTN: A_____Saa__4 ILINDER REPO MIX NO. ...eV VA COMPRESSIVE STRENGTH SEE FIELD REPORT NO. N° 3347 CR PRODUCERS AEA. 1 PLACEMENT AREA & NOTES / LPN CONCRETE: evhil ADMIXRV''// 4 COPIES TO: 1 4.1(W iJo Bid aft R. 7'kkds rri, CEMENT z CAC12 i✓ /N e. A. A. R. TEST LABORATORY, INC. 8 a - 't/ SIGNED: CU. YARDS PLACED / DESIGN STRENGTH 7 Eagd J DATE 7.3 FILE N . 7/--77 i PROJECT ADDRESS ga BLDG. �RI�p� O, �/ OWNER WEATHER "F"/;"Vie TEMP /�Q� AT /e9 � PM EN EER , l ARCHITECT A j CONTRACTOR S d TO: ATTN: A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 B /27 f Qfro v7i1--S' 8674 , -% . 7 INSPECTION PERFORMED: RESTEEL l CONCRETE O MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER LOCATION(S): ir y COPIES TO: 72 J 115, ( FIELD L REPO RT SUPPLIER 0 -r1 MIX NUMBER c�g4( t/(/ CYLINDER REPORT NUMBER � AIR CONTENT PRIOR REPORT FR FOOTINGS O AUGER CAST PILING O SLAB O WALLS O COLUMNS O OTHER Date or Plan Number 47 0 ,0 ,43 f AS- A ,CONCRETE 0 GROUT 0 MORTAR DESIGN STRENGTH O NUMBER OF SAMPLES CAST ■ TOTAL CU. YDS. PLACED 3C CONCRETE TEMP Y 77 4P TIME ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. O YES O NO INSPECTOR: 49-71,t- A.A.R. - ,tt './_ ORS Y, INC. N_ 4828 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 1017 / s / 1 T r 6 - I , .5� /D/ 2 o o 3580 -- = 3 — 7098 . 1 - 1 1-6 if-cll 7 1 /0230o g30o 36zo 2 9it() . --I — 7099 1 -1 1130 - 1-2. L.. 2.e --- lU l - 7-22, 2-6 1 FIELD TEST DATA TRUCK SAMPLED / 0/ TRUCK TICKET NO. gx TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR /2. .5� CONTRACTOR . c - ril l it J (- -- Lt)LiLlIA i 4 $ So C WATER 7/ 63 v TOTAL DATE , o �j --- / FILE 9 NO. � ? g / / v PROJECT C. .9 E3.ga (:. LOCATION 7 3 C:%.3.. /,f`ta 2v .S -i ,, 8 ►A-> ,.5 BLDDG. P - RMIT NO. OWNER WEATHER " At" C/ e' TEMP AT /2 : Oil AM 6Z 0 AT PM ENGINEER R t ct44n ,44 A.) ARCHITECT .v. ,/? C' CONTRACTOR . c - ril l it J (- -- Lt)LiLlIA i 4 $ So C BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT .S -i ,, FA. / yys- C.A. ,moo 3 0 WATER 2 6---6 - TOTAL ? -I' L LLINDER R EPO SEE FIELD REPORT NO. - 7 7 "� A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: ..;.•••• -i :.4 -.QV. i . ATTN: 134C / Z 7z - 0 cgrW- D ,Q. - C7 PRODUCERS a Z AEA ADMIX PLACEMENT AREA & NOTES MIX NO. , 5 - C CONCRETE: r3[a�- •]9 -i1,J '2 / COMPRESSIVE STRENGTH CACl2 o 27v CEMENT 774 , 4r -. 7%; 7-7.--). 7 .- ' CR N_ 4214 CU. YARDS PLACED 1 . / 3- is^ DESIGN STRENGTH C G .2, 26 y-n & / S - s COPIES TO'. `U,Y.Wt10( BC14.5,.,1,J � ,c -el LPN Arc11 � S e- f r - Beke-es-rr P • e •�► INSPECTOR: A.A.R. TESTIN. SIGNED: B��ZTORY, INC. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 1 06 12 6 - may (9 8 c G-k-C `"? w 8 's 3.a-o 3 0 2.0 (.r 2 Toy 3 63 - 7- f (' 9 _ /D220 o 3 23 0 76q W - 1-1 7 • S'66 0 0 3 0 6a 70q5 - 1-7,2, 2- o `1 7 -Z 2.S FIELD TEST DATA TRUCK SAMPLED /5" TRUCK TICKET NO. 85e6 TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR /6 s% w ,4 .5 �!> WATER ? , 63 TOTAL DATE FILE NO. PROJECT ettl cD,4y e- e . le, LOCATION X 30.3 .2 JA/ /.i.4 X34) t4c, ,S BLDG. PERMIT NO. OWNER WEATHER' ' 2 i f--CX 6 C.) 07 TEMP AT /O:O'O AM ? `S AT PM ENGINEER /5 dii74-i j A4•I t i4..) / Yx 5 ARCHITECT ti- P/✓ ,2' A CONTRACTOR S I 62'7th _fir t w ,4 .5 �!> HATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS A 9 CEMENT 6 7 7 FA. / Yx 5 C.A. z o 3 v WATER 2_ TOTAL TO: ATTN: A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 • _7/ r /2 t9i9.-� t ., y 101Q . z / 62 MIX NO. c S:(S/ & diLINDER REPOR COMPRESSIVE STRENGTH PRODUCERS CONCRETE: ((. jt,J r0Z AEA. ADMIX S ice' 4 CAC12 PLACEMENT AREA & NOTES SEE FIELD REPORT NO. 4 /92 3 INSPECTOR: COPIES To.:TAV .utt1a "Iloi C% Ascm A.A.R. TESTIN � ore -V 3 Pi "3'ect4e)rol erOce(4.(eS SIGNED: CEMENT rj/oz' z- 1/ CR N2 4213 CU. YARDS PLACED 2/ DESIGN STRENGTH 3,-)e, iG• Ao ORATORY, INC. DATE / / 7-1 FILE N.. - e PR CT '274-i4/7" ADDRESS - .4-(5 s. 3 ©3z BLDGPER NO. OWNER WEATH � Gi� TEMP AT 70 b AT 2 M M ENG}�t�ER I C474- 61 04 AR r . „,:, CONTRACTOR _ S TO: ATTN: A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 i s ,E) gpn r //2 7 7 �A 3 // �L7 INSPECTION PERFORMED: ( FIELD REPORT RESTEEL pk O MASONRY O STRUCTURAL STEEL O WELDING O BOLTS O OTHER LOCATION(S): 4 N ? — Ce1A - C77 tf (�—► SUPPLIER MIX NUMBER CYLINDER REPORT NUMBER OYES ON• 1 REMARKS ' L fi . 4zect -33z7 PRIOR REPORT )E FOOTINGS r O AUGER CAST O SLAB O WALLS O COLUMNS 1 O OTHER Date or Plan Number ■ FR 2 4 1991 ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. N° 4226 k CONCRETE 0 GROUT O MORTAR DESIGN STRENGTH NUMBER OF SAMPLES CAST 3 SLUMP AIR CONTENT TOTAL CU. YDS. PLACED /Z • Z S� CONCRETE TEMP 79. TIME (XI!) COPIES TO: �(kkwkk0. `B1015.De%*) INSPECTOR. #ErniC (It- OA l(r --' 1 LPN) Pw.C11 SG-I � A.A.R TING ' ORAT Y, INC. �w • • SIGNED. DATE -� / 7 ---- - - ' - 3 7 PR ECT / i "• .0 4150 LOCATION /103 Z - t /$ BLDG" MIT_NO. OWNER W ATRE - - IL- TEMP 7& AT AM AT z 3 cPM EN EER Gi! ,� # vsoAl ARCHITECT A , / V CONTRACT FIELD REPORT TO .A.R. TESTING LABORATORY,INC. .0. BOX 2523 MOND, WA. 98052 (206) 881 -5812 FAX: (206) 881 -5441 f 2 ,7 A U) , g d g ATTN: F913 t 4) . - £04/ 5347 5. B.c/ ,4e ca&w 4 (J ' 7 ,p / /% (; h#ro S COPIES TO 7-1- ' 1 LAN t ) S&- rt / wed- -,A C ?rvv , 2tr\ - ve.s,, - 1 — i °►- a� PREVIOUS REPORT No. N9 s' a,f � /7 � TJ' L, /v`r-t / 72, /O 2/O 1/ 57Aarri8 Lfri4 7I Gi/i7 /1. , kei ¢, 1(47 Ci ,v a- o ,c,j 40,4477P A/ 0 "Pa 7"t-J7 /49ea /17 /$ru/Lt � � l/U `'t /,-z 0-t_ DATE 7/- PR•JECT 4 .ter..., L L�/) LOCATION /5'0-F7 _ 1t/ /-mil 4 S BLDG. P gMIT OWNER WEATHER TEMP AT AT AM PM ENA1NEER .e/4 ,/ SQN ARCHITECT CONLCTOR FIELD REPORT C . A.A R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: ATTN: i5 3Dvcv ��p R7 2-e (57*q R/4 r7 I C; S 7T & L c' ygl‘e cC 4 fin ho 7,/✓ 2 PREVIOUS REPORT No. N2 1995 4400e ;0 cop.EB To7ru kwk, Bta , R. 1-40y.), FIELD 5GA et P 00 am SIGNED: CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 1S\ 77/z — z - v\ 7 Ice/.- O AT , AT /1 8/9'o0 290 WATER `tSSZ 7� g W 40% nio — 1553 g'S Z8 FIELD TEST DATA // TRUCK SAMPLED /1"- TRUCK TICKET NO. 077 C TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR i r 4 O AT , AT /1 AM PM E eINEER Al .1. _41/ .147 <E7 WATER t q 7� TOTAL 40% nio DATE I " 'IP` FILE NO. 9/ -.--37 DESIGN WEIGHTS P QIECT n �/J / ADJUSTED WEIGHTS LOCATION _- J30,,Z . Ge+1" -r/4 -` �J f'�1 r. _S BLDG: ,ERMIT OWNER WEATH "' "'" /ft— TEMP O AT , AT /1 AM PM E eINEER Al .1. _41/ .147 <E7 WATER �S ARCCHffECT TOTAL 40% nio BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT C WATER �S TOTAL 6 REPOIC' A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881 -5812 Pfruers-rA 7 /9fl / ATTN: /t /0� ? ( itN 2.t. Cie- f07 TO: MIX NO. L C CONCRETE: PRODUCERS AEA. ADMIX n PLACEMENT AREA & NOTES (i931i/, /L . SI.A!S /7 IQ 17? !� e /G'' .iz v . COPIES TO: IIA 13(ci .0-, K, Wuc a'I LPN 5G-p - TeQl-90yd Pub +Iec COMPRESSIVE STRENGTH SEE FIELD REPORT NO. CEMENT CAC12 96 INSPECTOR: /Y' uK N_ 3370 CR CU. YARDS PLACED DESIGN STRENGTH 0 A. A. R. ESTI ABCIRATORY, INC. SIGNED: DATE ....' ' / 7r,(-37 J606- PROJECT ta e _ e OCATION 14 . S. /30 2- .v7t4t.cptJsraTl SLOG. PERMIT NO. OWNER WEATHER-;: TEMP AT AT AM PM EN NEER / , / - Ge.. ARCHITECT CONTRACTOR ;J .v FIELD REPORT A A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: .2. c17t (( A/ / - D2. 9TC� 6 ATTN: brn 4 PREVIOUS REPORT No, z, . AVI Al COPIES TO kkW<<0.�.1, FIELD REPORT LAN P Yc i SG f4 ool-,rk SIGNED: N2 2021 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. `70 ,G -fit-/ 6-Z8 SioAy ,c .)4 2 „ 2 . 6 ,3 a 74 o 770 sue "1088 S2 v 1-1 jc g23o o .32 6 O locel 1-( 7 16600 3200 1090 1-V-- ,z-i3 l 0 64t, v 45 16 1-U_ z 23 / 1 {5 ZC0 FIELD TEST DATA TRUCK SAMPLED / 3 TRUCK TICKET NO. (.951016 TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR F- CA. „ 2 . 6 ,3 a SSA 7.) S2 v TOTAL DATE FILE NO. PROJECT 6 ?. C. ( 9 LOCATION /3 ; c6[,7gL.cds/9 , 70 4 v.65 5 . BLDG. PERMIT NO. OWNER A/EATHER` elO TEMP Cr7 C ' ATt/2„•a AM AT PM ENGINEER Tj ( .54.i .J ARCHITECT G Pi/ ehe • CONTRACTOR BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS �. 4. CEMENT 6 6 FA. /,/� s.— CA. „ 2 . 6 ,3 a WATER z--- TOTAL A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: 7,� pr' RD PAoP 711 t3 ATTN: -e,., A 44 / 0 4 --- P 2. 4,447.% 1 -ri' S//• Lam �i/7{j. / PF/he MIX NO. 4 uJ C� 1LINDER REPOR' SEE FIELD REPORT NO. COMPRESSIVE STRENGTH CONCRETE:X 2 __ COPIES TO:11J,V41) 4, la.l ") K ,_ CG -4- e rd CEMENT 77/=t- CU. YARDS PLACED j/ 2 ' a� PRODUCERS •vx AEA. ADMIX CAC12 % DESIGN STRENGTH �.? 2C 4 PLACEMENT AREA & NOTES P /¢10ax S j l?rtv�+ 3 T7974. !1, rd $ 49y /40 fr CR N_ 4212 DATE /g _ 7 / 7 FILE NO„ ((!! PR• ECT d".4.• L . . ,ice , 6 . tt' ' ADDRESS ✓ - . AS #I .A:41 / / g., BLDG. P R O. OWNER WEATH ►'( TEMP T 7 AT 0 // AM / PM EN ER 1 4'' *oil ARCHITECT , .. CONTRACTOR S 6-. 4 i TO: AD 901/24) A - 77 2 Z/ ATTN: 4p,a H471/7 5.m771, - /, 2-7) INSPECTION PERFORMED: RESTEEL CONCRETE O MASONRY O STRUCTURAL STEEL WELDING 0 BOLTS O OTHER LOCATION(S): SUPPLIER de,✓ MIX NUMBER S2 / CYLINDER RF pT NUMBER 3'370 7c0 SLUMP 4P' AIR CONTENT REMARKS' OYES A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881 -5812 ( FIELD REPORT( PRIOR REPORT ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPF(OVED PLANS. O NO 1 -1(0-Oi) Date or Plan Number N_ 3488 FR O FOOTINGS O AUGER CAST PILING SLAB O `WALLS O COLUMNS O OTHER X CONCRETE 0 GROUT 0 MORTAR DESIGN STRENGTH OF SAMPLES CAST TOTAL CU. YDS. PLACED CONCRETE TEMP -_ — TIME L Y../ / .A1. /41 ar /ANT 7'0 NVL I/ � � �'ti /,es7q,14 7-0pzN be/ 20 V .off /Arrlr w COPIES TO: i e.Al - R\k 3 . � ,�ksi INSPECTOR. /Ang - D r() (Y 9N At or . • v.. A. A. R. TESTING LABORATORY, INC. SIGNED. CYLINDER NUMBER DATE MADE DATE TESTED eLII. S -73— 6 -17 AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. C7 // 6 ° /`l jail c _ A:d 5 6 xl z 2c 7 ?9DO 87500 2790 a3 /o0 sz r / 67IZ 10 - i9 ‘7/3 6 -21 7 9990o .3536 67/4/ 7--/2- x , F-- V 1 L153 o 150100 51 53 1 Q + r{ "„ ,67/5' FIELD TEST DATA TRUCK SAMPLED /.2„.„ 5 TRUCK TICKET NO. RG. °/ Q TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR 8 :20 ti / / 4 ( 2c ARCHITECT LPM )142.C. f-4- • % 66 _ b TOTAL DATE l -/‘/- Si FILE NO. 2/ --s _ ue, PROJECT G wA e. e- 7?1-oC 9' °/. MOIST LOCATION 2 R,4,) /4 -1) 5 • 1 03 2- !-Ai BLDG. PERMIT NO. `f63 OWNER • WEATHER,:' <' l °' :' .i'; 0,4-0Y >17. TEMP • AT 4 1 AT S•' 60 AM PM ENGINEER r' rrf P r 2c ARCHITECT LPM )142.C. f-4- • CONTRACTOR 5777g - A/ etc 2 /AJ/t) /4S,4 C. 2 3-s BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS °/. MOIST ADJUSTED WEIGHTS CEMENT L 3 --- / 7 FA. / c7/2.S C.A. 2c WATER 2 3-s TOTAL 6 A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 8/ MIX NO. 471 6.ZIANDER REPOR' TO: = 71 i2 T) PaoPc f2 7 c ATTN: U�_� - �I-�r� 1 ' 7 A- 7 172(l) /:' ,1 o/ 1'h= 107 r CONCRETE: PRODUCERS AEA. ADMIX Lc )1 kc 23 CAC12 PLACEMENT AREA & NOTES 1coR .4..(..D <7 7 �� / =� '7/ S/ S` fcv/ l - COPIES TO: Tt Y_ALLLI mil_ _ R , I4v sCTfl A.A.R. TEE ABCRATORY, INC. SIGNED: ./.J COMPRESSIVE STRENGTH CEMENT SEE FIELD REPORT NO. -7r N_ — 4186 CR CU. YARDS PLACED L3 DESIGN STRENGTH ( 7C70 DATE FILE O. .... , z ....,37 PRQ ECTT i �� ''\ "G' /.-- ADDRESS e, J►_ - _ • �j� 2" 41.- "/ A OWNER r .1 BLD rr o. ::, - WEA - - TEMP d 2 1 ., - �i �' �/ AM PM G/p t/ ENGI ER�'� J I fs/ II A CHRE r CONTRA A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: ATTN: ��rrin p'�i- Lo ,'L7 ( - z-c) i� c . £ / o7 INSPECTION PERFORMED: O RESTEEL CONCRETE MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER LOCATION(S): (C�.i3(./ 72N l'r 47rw l/1/v -G 64.4 - crZ ) 9'x , 4790.7 Ai L'-- /Akio �J� t'1 - • 1 ) 161 - 5" - in /cam c 90 0 7 /U SUPPLIER ( ( - A CYLINDER REPORT NUMBER V SLUMP 7 -- C AIR CONTENT MIX NUMBER ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. O YES ONO REMARKS / ( AM 4 i/ dleA. r' 7/hr�kwiou — . COPIES TO: 1i 'uat \ aC�, `� S&Fi/ 1t, \ ESa`n, P N Ct �f f,�n, "iflct -rcz ck Vit -Ves 1 -I6- al ( FIELD REPORT C PRIOR REPORT FR O FOOTINGS O AUGER CAST PILING O SLAB O WALLS O COLUMNS O OTHER Ae (7ftOGJ " G--• INSPECTOR. # c gam' C7 - • O CONCRETE KGROUT 0 MORTAR DESIGN STRENGTH �JO� NUMBER OF SAMPLES CAST 3 TOTAL CU. YDS. PLACE / D CONCRETE TEMP /69 TIME Date or Plan Number ,' r N_ - 5082 A.A.R. TES NG L : + RATORY, INC, SIGNED. 1.2 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 47/ ' -)`/ r (, 12 . so 6 -,g r %-r9 , r -� _6xi t e 5 CONC 2. ?3,5 �2 a ?Oa-o 29/0 3/90 se 2 61(7 s- '/... 6 _, ° 6 '+ f3 , Io - l - 7 96 3 0 0 3 4 116 . ,11Y 7 -( ' 1166 �, �� 15 e l/ 2--0 1-/C1 3 ' -77 Cam: 0 1 _ / I Z� DATE 6 -/-/9/ FIELD TEST DATA TRUCK SAMPLED A.5-- TRUCK TICKET NO. Rt.., ? TIME SLUMP WEATHER ` " ' ell .l) I1 /77 %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR ?3,5 s WATER 2 5S' s- '/... 6 _, ° —� ° DATE 6 -/-/9/ FILE NO. s/• 3 PROJECT 547-rwi4y r' . . - Fd...ng 9 LOCATION 2 .. L. r _ BLpDG P ERMIT NO. C' . OWNER WEATHER ` " ' ell .l) I1 /77 TEMP AT 9; b0 AM (3'",L O AT PM ENGINEER 121 C I-(42 o Au D,SU ARCHITECT LFii AQe.H- CONTRACTOR w , - ss o C , ., .7 ,€92. 4744.) , n.) BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS e,6 MOIST ADJUSTED WEIGHTS CEMENT r3 / 7 FA. / 4 / � ,5 C.A. .2-3 C. WATER 2 5S' TOTAL g 7 A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: �L.v=T7 %rh 2 77 1?R o ATM: g h /Af2T -5 7r e 1 ,. J J4 • `y8 / 6 8 MIX NO. ��S `/ Lv CONCRETE: rvo -' •r.) C� .eLINDER REPOR COMPRESSIVE STRENGTH PRODUCERS dz AEA. ADMIX 1•) CAC12 / A.A.R L9\ r c4. , , SG Ya , a.eci-Crn_ l . ___ _ v_ t SIGNED: COPIES TO: 0 CEMENT -L - =. 44 INSPECTOR: SEE FIELD Cv REPORT NO. 71 � S_ ek PLACEMENT AREA & NOTES /7/4/0/- 5 / C? Q B..<./) S S�� F• /� �/ l /S , )2 i397t) Z. ., ESTI N2 4187 CR CU, YARDS PLACED 34/2 DESIGN STRENGTH .3 06 ABORATORY, INC. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. L 72- I 6 -/ LI �b -c y 6x1 94 3n o 33 5� b 6r-�-. ■ 6 7 1 '1) 61Zz- TOTAL ri /9 S 7 1 c 3 7 0 0 97S o0 33 /0 3'o 6 4'-2( 677-4/ — 1 z a l S Zzo 072-6 \ 7 -/a 0 II-1590o Si (Qo FIELD TEST DATA TRUCK SAMPLED / 2 S --- TRUCK TICKET NO, 0Li 7 TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. CONC A RCHITECT ' / L J'� /2'17 FACTOR /! 'o- 17/,..,34../ C.A. X03 v 73-. (o 6 6 7 1 '1) TOTAL DATE FILE NO. PROJECT G'etr& )4y d - r. 7 4-ol, ? LOCATION • /( 03 =N U R JB4 Aug 5 OWNER : BLDG. PERMIT NO, WEATHER : '"'"" 'r!X.Ur1,t7i TEMP O AT /O.'3OAM l5"`/ AT PM ENGINEER � 7?'ei i1e ,4 f)1 SO A) A RCHITECT ' / L J'� /2'17 CONTRACTOR ,1".7 4/ /i (c) /,V)V 4S,ScC BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 13 –/ 7 FA. / Ay 25 C.A. X03 v WATER Z S S" TOTAL TO: ATM: Tt?f) h /4 4i -7 / 7 0 A- T7-- th)/1-- p121;E S" i i r' l 0 7 ( A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 - J P t . /3 P/Q p� 12Ti r MIX NO. i5 s — I1 cc) CONCRETE: ricg PRODUCERS AEA. ADMIX � ? Ct >/e / ¢ PLACEMENT AREA 8 NOTES LINDER REPOII.' COMPRESSIVE STRENGTH CEMENT 7: CA SEE FIELD REPORT NO. COPIES TO: 41 P, t.= f .. • / A.A.R TESTI �P �1 k . L n c� Pd Pro SIGNED: N 41 88 CR CU. YARDS PLACED iT Y DESIGN STRENGTH t �Oe) 0 Ac 4 /% ti4..l /Q. z LABORATORY, INC. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 109 6-0 / "1- ( Tr .rC! l 7 6� I /0 /2 oQ /02300 ,300 .x.580 36 Za 2e-10. ?/ 3 - 109? 1 -1"5 - 7 099 1- ( 1 100 1 -2 -2._. 2g / 25 / oo ¥ &3v FIELD TEST DATA TRUCK SAMPLED / o/ TRUCK TICKET NO. e5FX// e0 TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR /2. S £.0 3 0 WATER ?/ 4,3 v TOTAL DATE 6 FILE NO. ,/—L1, PROJECT / . i .0-.. .0" - • 4' 4: . C .i..! LOCATION ; 3 cI?s3. /Ai -M-714 /4A m) ►gk rr1T BLDG. PERMIT NO. OWNER WFaYmIER ArC6 et- 34 5 TEMP AT /2 : Oct AM 63 0 AT PM ENGINEER /7c A % /1 A, 4, to A-0 ARCHITECT ._ P itl• /2C 14- CONTRACTOR 2 4 BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS , /of- CEMENT S j^-/ ) FA. / V2S' C.A. £.0 3 0 WATER 7 ‘1 TOTAL A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: P• T,L.1 7 fs ATTN: aBfv42P ��" ` - - 'S! /4.- g MIX NO. , cicz/t) PRODUCERS AEA ADMIX PLACEMENT AREA & NOTES 4 /, 2 -Y tto7e /.A ■ CONCRETE: rp(P,,"71 -71...) '11 \. .a• COPIES TOrT LP N Are-‘1 SE - 7>eOWerrri - p 4 CCA.LINDER REPOR yS� COMPRESSIVE STRENGTH SEE FIELD REPORT NO. CEMENT Z7//'� CAC12 /7h✓w`x, s 6 o 7-0 2 7 frVee) INSPECTOR: SIGNED: CR N_ 4214 A.A.R. TESTIN. BO ' TORY, INC. CU. YARDS PLACED .. / 5.7_5 DESIGN STRENGTH__` 276) 7c J/ S - (S — " CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. " 1 O'12 6 - .Zy (: y � r- C fty 6-)e- c ? S'S ao,c) 3 n 2.0 Lr 2, 76 3 63 7- c 9 5 /6'22o o 3 8 3 0 76 - 1 - 7 • 86 3 0 6.0 105 `122. .2-$ /z4/goo 4L4L0 `161__- 1-2.z z ' /2 5 loo 4-5o FIELD TEST DATA TRUCK SAMPLED /5 TRUCK TICKET NO. fi''t ea y TIME SLUMP % AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR "0;3.c S %r ARCHITECT 4 r it/ ,,i3 CONTRACTOR </l ".71) 1iIJrww A- A <'UCv 20 63 TOTAL DATE FILE NO. DESIGN WEIGHTS PROJECT ,q� 9 - & e e. , LOCATION / ..? z /.vir.'- 2la./z a.471-2..67- 3 L7' S' BLDG. PERMIT NO. 1x`.'`ig% .rvii7`r OWNER ''WE/17HEFt" '` 2 "-- cx g) 07- TEMP AT /O:C AM �`? 6 AT PM ENGINEER / � d144-44 `4'i2. CJ h.) C.A. ARCHITECT 4 r it/ ,,i3 CONTRACTOR </l ".71) 1iIJrww A- A <'UCv BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS , 0?. CEMENT St S? 7 FA. / !7/Z S C.A. zo3 a WATER 2..!.7 TOTAL TO: .A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 .71 ATTN: �)h /77;740 - ' /22 .2_0 4 — lv y fQ . Z 7 / 2 /1 a MIX NO. L .4 4' w CONCRETE:_c(1 L ) PRODUCERS AEA. ADMIX S rCC) 4,4 _'LINDER REPORT:' CACI 2 INSPECTOR: SEE FIELD REPORT NO. COMPRESSIVE STRENGTH . 3 CEMENT ',""e –ll� COPIES TO: 111,-W1IaI,. A.A.R. TESTIN La_ P.orGV 5(-R J Q 0� ero e I A SIGNED: I Ia..�► N°_ 4213 CR CU. YARDS PLACED 2/ DESIGN STRENGTH 3,-) d G PLACEMENT AREA & NOTES 7Yt - O .e 7Z) /_J //_,Q,/Z,� ____v ORATORY, INC. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. "7102, 6 /27 7-'/ 7 Cp x /2. CONC 9 � y�o f9 3520 3' l i 03 ` 1 -s 20 66' 1332 - &o q7 10 1 1 U'-{ '1 1 -Z.5 243 v 13Zfo o Nit.; t.; _ . (690 6 d;� '_.._. i \1 ., A s i , :j 0 1991 i' .. • _.. �...._ FIELD TEST DATA FILE NO. 9/ -539 TRUCK SAMPLED /523 TRUCK TICKET NO. 96 42.7 TIME SLUMP %AIR UNIT WEIGHT YIELD FA. CEMENT TEMP. AT / /..5OAM AT PM FACTOR CONC AIR / /J.x 3' 6 2,55 •8s,i- 66' • DATE - S..JE /79/ FILE NO. 9/ -539 DESIGN WEIGHTS PROJECT 61rew4y 9 ADJUSTED WEIGHTS LOCATION /3032 S re/{'t•,A34 i) Abe S, L�S� BLDG. PERMIT NO. OWNER FA. 'WEATHER' 6#✓ , Vy u TEMP {O(0 AT / /..5OAM AT PM ENGINEER /FIG5 4 4 7 /F'0 %4:5 ) ..,2DS-o ARCHITECT Lf'/(/ CONTRACTOR 5.a A. 6 2,55 BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT L�S� FA. /.t'/ C.A. ..,2DS-o WATER 6 2,55 TOTAL .o { YLINOER REPO CT TO: C A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881-5812 ATTN: ,e3,6) /14A'7 /.272 6.47 V4.y I R . sue % f 64 77z6, M. 98 /48 PRODUCERS PLACEMENT AREA & NOTES MIX NO. 'S/814V SEE FIELD REPORT NO. 3 -7 CONCRETE: COMPRESSIVE STRENGTH CEMENT Ti/Pe AEA. ADMIX LAW & ' S CAC12 96 Aaamve•s 'N4 , f z4, r ,r' . A 6 .,r A-77 '' 3937 COPIES TO: 1 U,. K k L9 N 14rr.), 5P ec 4o1l Pra ver-f 'I las SIGNED: , - q. I N_ 2704 CR INSPECTOR: CU. YARDS PLACED DESIGN STRENGTH 456 11 n • A. A. R. TESTING • BGRATORY, INC. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. T2CQ ( 7 �S `7-7-5 7 6,0- ARCHITECT 4 /0/U ,,'/ ��&7' 8sz_o _ c to ...t< 1 (69_, _ie rT 1x5 L8 7 3 8.- Is 28 FIELD TEST DATA TRUCK SAMPLED /e.3 TRUCK TICKET NO. e O .5'75 TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. Wf.ATHER y 4 te., y TEMP o �B AT 1310C) AM AT PM 8loo , / `I ARCHITECT 4 /0/U ,,'/ ��&7' CONTRACTOR f'.s/��) 6u1 /Nit,) ...t< _ie TOTAL DATE /8 -JULY /99/ FILE NO. 9/ - 53 y PROJECT 647E1/C1A V ; , % MOIST LOCATION A /3 .. 4 ,S BLDG. PERMIT NO. 1p 4e / OWNER Wf.ATHER y 4 te., y TEMP o �B AT 1310C) AM AT PM ENGINEER �� /6eh 4 4D50/0 CA. ARCHITECT 4 /0/U ,,'/ ��&7' CONTRACTOR f'.s/��) 6u1 /Nit,) ,/ ./" BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT t./X3, FA. i/$ CA. o zd,7 WATER' TOTAL A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 - TO: 6) 133o/e-D / �2� OPt P?76: ATTN: a8 47 - i 4 , 7 57726 11(14. MIX NO. vZ 4/ tLINDER REFOi COMPRESSIVE STRENGTH SEE FIELD ' / REPORT NO. S/7`/ COPIES TO: 1..PN CONCRETE: C' 6 e CEMENT ,7' 27-0 LAA1q - A1t9 5 , :,k.i;* R• urlson Lei - Bp i ...v-1 - CR N2 4444 PRODUCERS AEA. ADMIX. BR �dZ` CAC1 % -- - DEESIGN STRENGTH CD PLACEMENT AREA & NOTES l'DAJe/B / / die/ / J ‘../t)/9L,Gy /da 7 D. S7n' /P / 4 , ,14A E,��_ �- CU. YARDS PLACED ' '/4 • AB • ' ATORY, INC. _. / GATE 7-a 7/ p -- n7 P JECT 7 c'.. e. e*-r -- 9 LOCATION t ' t' 3 eLOG,,Rf 4 Of.at O. OWNE I L WEATHER TEMP AT AT AM PM E ar EER • .7,!L• { I ..i 1 ARCH ECT C NT TO FIELD REPORT A.A.R. TESTING LABORATORY, INC. `. ) P.O. BOX 2523 ij REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO /1;71:?:;,--,/10 " 'IJ7/ - /' 72 -0 (,1.TfI . 7.2 6-£ it 7 1. /01 / ft ATTN: doe M7 r INSPECTOR: PREVIOUS REPORT No. JU1 _ 10)1991 c ii'ti c +i~ ,1, PLANNING DFP A./ 7 1� (.) . .. ... N 2 r 1904 Gl e ) 1 G �L ,' 1'4% . / 1 � 7i 9 4 �1 SJ -WI AV A# All Ail Gia�' •� /e• 1 Ardi 4 JAL. ' 2i do/ 4-'i 7 A r .4Iw .I A' i .'. i:rL.. 1 A / a I 1 t e ///7"4.V DATE FILE NO. PROJECT .,4.7) 4/,'}/ C. c. 640 6' 9 ADDRESS J 14. /.I*, le4)444/ 41/, s. OWNER BLDG. PERMIT NO. ( R3 WEATHER c_i_ TEMP AT AT AM PM ENGINEER (Q/GG/A,2D h ri,/ ARCHITECT L P4/ ,4Re.yiT% X73 CONTRACTOR 5 y A.A.R. TESTING LABORATORY, INC. TO: 6'SL 9 /cr . ) ■PD Rry ATTN: 6 r/4 ,4L,9g / INSPECTION PERFORMED: O RESTEEL O CONCRETE O MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS OTHER ..gouT LOCATION(S): Q.,e /D 4 Ta z) ,` y_ Tv / SUPPLIER 4M 't/ MIX NUMBER 4 C/ / CYLINDER REPORT NUMBER 3E 7 SLUMP R--04/41X/FAIR CONTENT ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. YES ONO REMARKS: T/iZ ,41QFA zy 7 jJj PA ille—s' 14/4 s C /,GA,ti d/: 1)/ J. eke 4A/0 A/A 5 r1 COPIES TO: P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 /272.0 GAre:c1/4y pA S4 /7f /a7 SFAT7Z/ h/4 98 ' r. ( FIELD REPORT GAC/ me T , s 1/ i qQ ' D u ,vi ' 2 r 1 , INSPECTOR: &I- A.A.R. SIGNED. PRIOR REPORT FR O FOOTINGS O AUGER CAST PILING O SLAB O WALLS O COLUMNS N' OTHER PAit/tit £4v, . O CONCRETE GROUT 0 MORTAR DESIGN STRENGTH 30 (�O NUMBER OF SAMPLES CAST 3 - X 1 / TOTAL CU. YDS. PLACED CONCRETE TEMP (a TIME F'% O. Date or Plan Number RY, INC. N_ 4754 CYLINDER NUMBER DATE MADE DATE TESTED AGE SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. `70$7 -,2 ., y V (� ig `i ^ I 0 D ^ A A Y / S i s /VA 4(7._. � 3 a 7 g23 o /) z �J /o 32 6 o sue-= , •?088 1 oiM TOTAL 1- ( 7 9060 32 0 0 log0 1-r z- z.g 1 act ( 1-ZL.. z S I FIELD TEST DATA TRUCK SAMPLED gyp , 3 TRUCK TICKET NO. 8.40/ TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR g'i'lls' G N � 3 a L S 7D 5 TOTAL DATE FILE NO. PROJECT 0 791 22.,,4.' e. C. 9 LOCATION / 3 0 3 2- /fvr u RA-A) A L/i ` 5 • BLDG. PERMIT NO. As OWNER WEATHER a6 A0y TEMP C4 417 AT �2,b AM AT PM ENGINEER / 1?! 0 /65W,0 ?/.i ITS On) ARCHITECT G P,v 47QC A • CONTRACTOR s7 4') emu,,,, BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 6 / FA. /y7_ CA. � 3 a WATER Z — TOTAL 6� LINDER REPOR( A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 2 REDMOND, WA 98073-2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: -j,.-7 ,era RD PA P 9i ri y ATTN: 5 A / ,1;= 7 2 n 474.77 /.0 -A-y DR. ,+o / n ref z.r4. 5 / 6R MIX N©. 47S u) SEE FIELD REPORT NO. COMPRESSIVE STRENGTH CONCRETE: r ',%.,-)414.) CEMENT ' / -Z �? PRODUCERS AEA. ADMIX..( CAC12 DESIGN STRENGTH DCJ "a PLACEMENT AREA & NOTES �9•R,»?Z S f= /*PlAt 3 ?,370.. ( ), / Pr INSPECTOR: COPIES TO:tl.k.ri L k -1A, ) Q CdYl N) C.‘Cy'4 '- e r*G1 w SIGNED: y1��3 A.A.R. T STIN ORAT CR N_ 4212 CU. YARDS PLACED ji ' a� RY, INC. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. G 3 f:-3/ AIR 6 "7- <- Zi5 7 ? „g d k/2 /03 oo /5060o , g o 5 c - 7 / 6 3 S o E,3n ° 1 7,,S TOTAL 6' -2 S 7 e7 /4.9gc9b 5260 op. 6 7 7 . 0,9() 32/ 76 5 6 3y3 ‘-Zg z /izz:oo 50 ,o 638 6 -Zg 7e /i'3 -000 .5-o 6o FIELD TEST DATA TRUCK SAMPLED / Z TRUCK TICKET NO TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOCI CONC AIR ?re Jam/ o?O. (` i....( 47 6e' ,C'0 V '' 7,,S TOTAL DATE / , 3 / - n/ FILE NO. &7Ii/ g go t " ,--r. LOCATION ,� /3e3z,/firpr-r�t. P/4Q J4%E. S . BLDG. PERMIT NO. i OWNER WEA 1 -04? � TEMP AT jp AM �” AT PM EN'EER / / / ,c, &Died ARCHITECT „ CONTRACTOR � , (> 4-• BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT </•D FA. /4' CA. o?O. WATER 7,,S TOTAL i A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 PRODUCERS AEA. PLACEMENT AREA & NOTES COPIES TO: MIX NO, L- ,J CONCRETE: N 5G-A BecWbYd ADMIX d'LINDEN REPOT ' TO: ATTN: _dais 4 /4 -7?/T Ia 720 `P/.. x,9 COMPRESSIVE STRENGTH CDC. • CAC12 P /� d1 c`ic9 77 / .74 / 712 / (. 1__ .•._ CEMENT CU. YARDS PLACED ' ' eel INSPECTOR: A.A. SIGNED: SEE FIELD REPORT NO. DESIGN STRENGTH PD d 2 ING BOR • N_ 4074 R TORY, INC. DATE ��� p/ FILE. NO. j/ - S37 PROJECT 6 - y c • e.. # 9 ADDRESS / 3Q zr -z- 1V/aa7J2 we mAct) A-ver S Bt.�D QERAg K .z : OWNER WEATHER' "':`' may- de..y )pS TEMP AT AT AM PM ENGINEER ARCHITECT / yo A/ /4•R r^..t CONTRACTOR � f ---- A./ 44v.• _ /q o r . A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: 25) ,zoi22,0 Pie) Ptis72 r/ Gc3. ATTN: 73e'16 1 4,Qr INSPECTION PERFORMED: ( FIELD REPORT cslG�Pa- / n7 O RESTEEL ® CONCRETE O MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER LOCATION(S): L v f T -c g iz,Q� /1-1-0 p SUPPLIER MIX NUMBER 671 CYLINDER REPORT NUMBER 1 4 /At 3 - 92/ y SLUMP ' " 4-4 " 6--- AIR CONTENT COPIES TO: PRIOR REPORT O FOOTINGS O AUGER CAST PILING O SLAB O WALLS O COLUMNS O OTHER f')a7,-s Date or Plan Number . .Y...1,7 7, -;" , REMARKS: CV> L8S: o¢ /=[y, .4 06 re- Afr 7e,¢.et . w epuppx 4923 FR II CONCRETE 0 GROUT 0 MORTAR DESIGN STRENGTH NUMBER OF SAMPLES CAST TOTAL CU. YDS. PLACED e / 5 . CONCRETE TEMP 70 TIME TIME 8'46'- <o ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. O YES ONO INSPECTOR. A.A.R. T STINCgL BOR • TORY, INC. SIGNED. DATE PROJECT .. ... ✓ J / ' h I LOCATION �y �fu ,. /012 r ,:s ip 'Cp./l/r.O�V i -J . BLOO..PERMIT NO. „ OWNER WEATHER" TEMP. AT AT AM PM E NEER Ihe Al ARCHITECT / V 4 :--ti CONTRACTOR _J- FIELD REPORT A.A.R. TESTING LABORATORY, INC. 9 P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 To: Jw 911/9 ektI 54 t_T T-S P-7A/V n 7rd-f/ /p G /m&- 7.e) 5 -i f 7 .. COPIES TO: flLk -W a - - 91_ PREVIOUS REPORT No. No . 1662 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 2 gg 6 .---2 ' S G--G/ 2 (ee)el I E;P 94 66 3v c5: ,v= f ZSy sx 25 6.z , s 67 ?%''a l - 1'lo0 50 (00 ��' I C ZS ze ¢- l3 L 112 0 ‘2- Fi F20 C 7 (Q A.1"2- q5f r)a 3 3 3- Z , 2_ •�2 h Z 4g 7_,e • f I5Zoo. 5H0 1, Soho l FIELD TEST DATA FILE NO. TRUCK SAMPLED /0 H - /6 TRUCK TICKET NO. 43.2fai D - uQ 2.•.,m - 7 TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT FA. TEMP. FACTOR CONC AIR E;P 6Y2- CONTRACTOR Z sx 6? TOTAL 67 ?%''a b . % g 7/ ¢- DATE FILE NO. DESIGN WEIGHTS PROJECT ADJUSTED WEIGI-ITS LOCATION /,30. //re2 2, Rte) /A'ug 5 ./ 7 v BLDG. PERMIT NO. OWNER FA. WEATHER OC>an ey- , r- TEMP AT 8s 6 AT AM PM ENGINEER LA 7 D,.) _2_0ca ARCHITECT L Pn/ Aa eb1 CONTRACTOR Z BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGI-ITS CEMENT ./ 7 v FA. Ply (' C.A. _2_0ca WATER Z TOTAL TO: ,�- /e)/?p Pg e ATTN: R'�j idtlkg j�•�77�.� A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 MIX NO. - Oef PRODUCERS CONCRETE: ,yT30 1LINDER REPOR JL' SEE FIELD REPORT NO. COMPRESSIVE STRENGTH AEA. ADMIX CAC12 �/y CEMENT . - ry/ 7&,.3 PLACEMENT AREA & NOTES f 7) /G ,ie ,R C t / 2 rn /.-.0-ern--G. ' 9 ,, •vr) C• t� e e Alaoffio ,4i I y6` y/2 • INS PECTOR: N_ - 3984 CR CU. YARDS PLACED . b� DESIGN STRENGTH -d GI es • CO _iF'1FD�DDeG�Z7f 1St SS > A.A.R ESTI LABO ATORY, INC. R, *)0500 ! LYN L TV 4OUD DEP V-sIGNED: • 1. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 71 Q '2 '/27 -7_. 4� 7 ( ls' x/2 �-5d 97/0e9 3 5 2 0 CONTRACTOR 5. 4. TOTAL 1 cY- 1 28 FIELD TEST DATA TRUCK SAMPLED / TRUCK TICKET NO. et, 42.7 TIME SLUMP % AIR UNIT WEIGHT YIELD CEMENT TEMP. FA. 'WEATHER 64.0.✓./y TEMP s BOG AT //45 AM AT PM ENGINEER / e.,5 f'/J ,415cu1 �-5d ARCHITECT CONTRACTOR 5. 4. TOTAL DATE .27 f /LJE /99/ FILE NO. 9/ - 37 DESIGN WEIGHTS PROJECT GA7 WA 4 '9 ADJUSTED WEIGHTS LOCATION /30.32 r re/Ye././ , S, t1� BLDG.,EERMI TI,40. OWNER FA. 'WEATHER 64.0.✓./y TEMP s BOG AT //45 AM AT PM ENGINEER / e.,5 f'/J ,415cu1 �-5d ARCHITECT CONTRACTOR 5. 4. BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT t1� FA. /9' CA. �-5d WATER TOTAL A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881 -5812 TO: ,geoce 4D /�/ ,f776S ATTN: 8 ,'A'7 /.27.Zd 6147 v .y D . . /a PRODUCERS .g4 TrZE WA. 9S /4 8 PLACEMENT AREA & NOTES MIX NO. 5/S1GV CONCRETE: , (1 %LINDER REPOT � COMPRESSIVE STRENGTH AEA. -. ADMIX. LORI A . • CAC12 96 DESIGN STRENGTH � 7 C) ) 'Cn/✓6S 4//v1.-=' raL)!a. mil. 5e6- A D 7' ,.i . Aar ` AT7oN5 37'37 COPIESTO7T- Uktaa 'I � R f \4SOY A. A. R. TESTING • B L9 i • 5 Er' ti 11. • i • * 1 .me. 1 �i► SIGNED: CEMENT 71,/i SEE REPORT NO. 3937 N° 2704 CR CU. YARDS PLACED / e)"-� CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 7 ?,7- -ok Y - 7 a x Li •i 3 4v /D Sp CONTRACTOR S Cr- A. 228 5V `7-2, , r - 3229 - 7 - 27 a-r FIELD TEST DATA TRUCK SAMPLED /57 TRUCK TICKET NO. y 5/ 7.3 TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR Z' 0 2.0 ficomigen •i ARCHITECT G. , /t/ CONTRACTOR S Cr- A. Co' 5V TOTAL DATE FILE NO. DESIGN WEIGHTS PROJECT &;47;: 14/4 C- C. 6/2_4 7t. 9 ADJUSTED WEIO}fTS LOCATION / 3 D 3 /./7/1.9 tr,P/f.y .4/ A yr -r. Slo y BLDG, TERM([ NO. OWNER FA. WEATHER G La py TEMP AT AT AM PM ENGINEER GP /0 4,40 Neil is, •i ARCHITECT G. , /t/ CONTRACTOR S Cr- A. a. E--,5-' BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIO}fTS CEMENT Slo y FA. 3 a7J C.A. WATER a. E--,5-' TOTAL TO: A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 ATTN: . 17 PRODUCERS MOIR COPIES TO: ia7,2,0 G477e k/Ay /),P u,r /a 5/,4 „ k `1' /? r MIX NO. to C/ d 1LINDER REPOR CONCRETE: CEMENT AEA. L l c✓ "� I 4R ADMIX << • PLACEMENT AREA & NOTES • W» 7 rd /6 . dory; 11W/z .4.(.a44r//u,v Pow/1P DDih Un/S ArcAN 5&F , d- ord,. COMPRESSIVE STRENGTH .•O_A INSPECTOR: OC/ !4'Yl. SEE FIELD REPORT NO. 7 7S / CR CU. YARDS PLACED DESIGN STRENGTH 3 66 v N2 3867 To A.A.R. T STINLABORATORY, INC. P SIGNED: GATE 7 9t 9/ - .s -3 PR JECT � .o a, C. ie-P6, LOCATION /3 ,252 //try rl fir6. At S LOG. PERMIT Np. OWNER WEATHER TEMP AT AT AM PM ENN EER l� =ter" �N�T� Trf�u7 /V ARCHITECT CONTRACTOR S ( FIELD REPORT A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 U 3 eC/'Lf2 144012 7, '�- 1 A 1 t /Z/ *'7/6 C /- Ard PREVIOUS REPORT No. N2 1946 e7os1,‹ ,Fl a),?r 1 A r ?i /. ,4o, Al G- ,9g 7 ('-- �h ti`s ,O'' r/ 7 - ;,4 TT r).5 &(Z ',us' ,' ,c4 & ,Uo. lee4 rio / a : 1f-" /g /3.gdR 3 d - As /, 4r , ,v C SNP 9 /1., e C- 'f AJ e-- 1 /.q.a e ji, k? ws ..41, c7, e,..9 7) a . jilt_ 1 1 1991 I, -i 1 I 1) vvaLfA P LAN hi NC; i)':: INSPECTOR: i/ / i ' 24 � A FIELD REPO SIGNED' * * REVISION SUBMITTAL * * DATE d0t1/1 10) t PROJECT NAME Cii62A,.__LDIE2E,Sai2211,e121rT_______. ADDRESS t W epriP4VIAN DVeiM CONTACT PERSON 1207 Nor ARCHITECT OR ENGINEER PERMIT NUMBER (If previously issued) PLAN CHECK NUMBER TYPE OF REVISION: emi.tkiti" CITY OF TUKWILA. 6300 SOUTHCENTER BOULEVARD TUICWILA, WA 98188 osH: g- f ttD SHEET NUMBER(S) IZOOP RAlvtiNier StVC:r "Cloud" or highlight all areas of revisions and date revisions. PHONE ( 2A1 tk0 )19J SUBM1TihD TO: 1<t1/4) Nahr-A) ttotwit,)& • L.• • JUL 3 L 1 991 DATE 5 42 -51 PROJECT NAME 44- T. r. ADDRESS t ..� r J �• , 1 Va l P ,off CONTACT PERSON � Jt—�� 2,5 PHONE 2.41 —110'3 ARCHITECT OR ENGINEER PERMIT NUMBER `05 e..) 13 (If previously issued) ,\ts1 c) PLAN CHECK NUMBERR 1 " 'Lt 0 = (14 TYPE OF REVISION: °SLY CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 (206) 433 -1851 **REVISION SUBMITTAL ** to v DIM U tea ul Amet SHEET NUMBER (S) tzt• es "Cloud" or highlight all a ea = •f revisions and date revisions. SUBMITTED TO: K4?)A . �► : Letiso m n Poeroy Northwest, Inc., f7oyCe A. Berg, A :L.A, 1.127 Pine Street; Suite 300 Seattle, 98101: (206) 583.8030 TRANSMITTAL To: City of Tukwila 6230 Southcenter B1 Tukwila, WA 98188 Attn: Ken Nelsen, Plans Examiner Re: Description: Plan Check #91 -210 1 Revision submittal form r11,0 � NN [ MAY 2 3 1991 d:- PLANNING DEPT. Protect Nome: Project No: May 22, 1991 Gateway U.P.S., T.I. NW 91003 1 Boundary line adjustlment lot consolidation - Approved 5/14/91 Remarks: IA Sent per your Request 0 For your Use /Reference C] For Review and Comment By: Paul .Coppock c�: Bob Hart Royce Berg ❑ For Approval ❑ For Distribution For your Records ❑ Other: 1 LEGAL DESCRIPTIONS BEFORE THE ADJUSTMENT: SEE ATTACE'ED AFTER THE ADJUSTMENT: SEE ATTACHED • DV UN V c4AY LINE ADJUSTMENT/LOT 0 SOLIDATION CITY OF TUKWILA, WASHINt ON FILE NO. Find for record at the request of: NAME APPROVAL APR 1 1 1991 CM OfTus WtLA PLANNING DEPT, Department of Community Development: Examined and a • 'Fro ed this ... da;of I'L1ii - , 19 E. Director, Dept. of Community Development Dept. of Public Works: Examined fined and avmoved this .day of Dept. of Public Works Return to: Dept. of Community Development Planning Division City of Tukwila 6300 Southcenter Boulevard Tukwila, Washington 98188 Page _ _ of r ..w 'AFFIDAVIT OF OWNERSHI, DECLARATION: Know all men by these presents that we, the tmden gned,, owner(s) in fee simple and /or contract purchasers) of the land herein described do hereby make an application for a boundary line ad- justznent /toe consolidation thereof. The undersigned further declare that the attached map is the graphic representation of said boundary line adjustment/lot consolidation and the same is made with the free consent and in accordance with the desire of the owner(s). s al& BEDFORD DEVELOPME - COMPANY , iforni corp ation Name By •maid A. Lorenz ic preside Name .Name Naas N STATE OF WASHINGTON County of King On this day personalty appeared before me to me known to be the individual descr• strument, and acknowledge that_ deed, for the uses and purposes'' „ GIVEN under my hand r GIVEN under m APR 1 1.1991 CITY OF Tt1KW0171, PLANNING DEPT. Nand 4. . cuted the within and foregoing in- ...le as free and voluntary act and . day of , 19 Notary Public in and for the State of Washington, residing at STATE OF WASHINGTON County of King On this day personalty appeared before me to me known to be the individual described in and who executed the within and foregoing in- strument, and acknowledge that signed the same as _farce and voluntary act and deed, for the uses and purposes therein mentioned. cial seal this day of ,19 Notary Public in and for the State of Washington, residing at Page. -____. of _ State of California } ss. County of Contra Costa ) On April 9, 1991, before sae, the undersigned, a Notary Public, in and for said state, personally appeared Peter B. Bedford and Donald A. Lorenz, personally known to me to be the persons who executed the within instrument as President and Vice President, on behalf of the corporation therein named and acknowledged tome that the corporation executed the within instrument pursuant to its by- laws or a resolution of its board of directors. Witness my hand and official seal. ). KAI",. ROTARY PUBLIC My commission expires June 28, 1994 fagEEDWE APR 11 1 993 . C OF TUKWILA • PLANNING DEPT. PARCEL A: ORIGINAL PARCEL "A" THAT PORTION OF THE STEPHAN FOSTER DONATION CLAIM NO. 38 AND OF THE C.C. LEWIS DONATION•CLA.IM NO. 37, OF SECTIONS 1C, 13., 14 AND 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W. M. , IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT A POINT WHICH BEARS NORTH 40 •0].•05" WEST 920.15 FEET FROM A MONUMENT AT THE POINT OF INTERSECTION OF A CURVE ON THE CENTERLINE OF THE DTIWAMISH- REN'PON JUNCTION` ROAD, SAID POINT OF INTERSECTION BEING APPROXIMATELY 1,000 FEET EAST AND 20 FEET SOUTH OF THE QUARTER CORNER BETWEEN SAID SECTIONS 14 AND 15, THENCE NORTH 49°24'00" WEST 835.00 FEET ON A LINE PARALLEL TO AND 50.00 FEET NORTHEASTERLY OF THE CENTERLINE OF SAID DUWANISFI- RENTON JUNCTION ROAD, TO A POINT WHICH BEARS NORTH 81 °44'15" EAST 199.17 FEET FROM THE POINT OF CURVE ON THE CENTERLINE OF THE SAID DUWAMISN- TRENTON 3UNCTION ROAD, SAD POINT OF CURVE BEING APPROXIMATELY 1,200 FEET NORTH AND 440 ±EE2 WEST OF THE QUARTER CORNER SEEN SAID SECTIONS 14 AND 15; THENCE SOUTH 40°36'00" WEST 20 Ma TO THE NORTHEASTERLY MARGIN OF THE RIGHT -OF -WAY OF THE PUGET SOUND ELECTRIC RAILRAY, AS ESTABLISHED BY DEED RECORDED UNDER RING COUNTY RECORDING NO. 310898 (AND NOW PN0WN AS THE CITY OF SEATTLE TRANSMISSION LINE RIGHT OF WAY); THENCE NORTH 49 °24'00" WEST ALONG SAID RIGHT -OF -WAY 980.29 FEET TO THE TRUE PDXWI' OF BEGINNING; THENCE SOUTH 49 EAST 400,00 FEET; THENCE NORTH 40 °36'00" EAST 702.10 FEET; THENCE SOUTH 49 EAST 564.29 PEET; THENCE NORTH 40 °36'00" EAST 583.20 FEET; TO A POINT WHICH IS HEREBY DESIGNATED FOR PURPOSES OF THIS DESCRIPTION AS POINT A; THENCE CONTINUING NORTH 40 °36'00' EAST 633.11 FEET, MORE OR LESS, TO A POINT 230 FEET FROM THE CENTERLINE OF THE RIGHT - OF- -WAY OF THE STEEL HILL BRIDGE REVETMENT DESCRIBED IN DEED RECORDED UNDER KING COUNTY RECORDING NO. 6029599, WHICH POINT IS ALSO ON THE SOUTHWESTERLY LINE OF A TRACT OF LAND CONVEYED TO KING COUNTY BY DEED RECORDED UNDER KING COUNTY RECORDING NO. 6029599; MHEIND APR 11199I CITY OF TUKWIL A PLANNING DEPT. ORIGINAL PARCEL "A (CONTINUED) THENCE WESTERLY, ALONG THE SO YTHWES 7ERLY LINE OF SAID TRACT, 40 FEET TO THE MOST WESTERLY CORNER OF SAID TRACT; THENCE NORTH 40'36'00" EAST 30 FEET, MORE OR LESS, TO THE SOUTHWESTERLY MARGIN OF THE RIGHT -OF -WAY OF THE STEEL HILL BRIDGE REVETMENT DESCRIBED IN INSTRUMENT RECORDED UNDER KINC4 COUNTY RECORDING NO 5928200; THENCE NORTHWESTERLY AYANG THE SOUTHWESTERLY Y MARGIN OF SAID RIGHT -OF -WAY THE STEEL HILL BRIDGE REVETMENT A DISTANCE OF 289.33 FEET TO THE APPARENT LINE OF VEGETATION ON THE LEFT BANK OF THE DOWAMISH RIVER; THENCE N Y AND SOUTHWESTERLY ALONG SAID LINE OF VEGETATION TO A POINT WHICH BEARS NORTH 29'48'55" WEST FROM POINT A; THENCE CONT NORTHWESTERLY ALONG SAID LINE OF VEGETATION TO A POINT WHICH BEARS NORTH 40°36'00" EAST FROM THE TRUE POINT OF BEGINNING OP THIS DESMIPTXON; THENCE SOUTH 40'36 WEST 30 FEET, MORE OR LESS, TO AN IRON PIPE ON THE TOP OF THE BANK OF THE DUWAMISR RIVER; THENCE CONTINUING SOUTH 40'36 WEST 1,196.46 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION DESCRIBED AS FOLLOWS: BEGINNING AT THE TRUE POINT OF BEGINNING DESCRIBED ABOVE; THENCE SOS 49'24 EAST 340 Fbla; THENCE NORTH 40'36'00" EAST 370 FEET; THENCE NORTH 49 WEST 340 FEET TO A POINT WHICH BEARS NORTH 40 EAST FROM THE TRUE POINT OF BEGINNING; THENCE SOUTH 40'36'00" WEST 370 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION CONVEYED TO KING COUNTY BY DEED RECORDED UNDER KING COUNTY RECORDING NO. 7604200625, LYING NORTHERLY OF THE FOLLOWING DESCRIBED LINE: C01ENC.ING AT POINT A OF THE ABOVE DESCRIBED MAIN TRACT: THENCE NORTH 40'36'00" EAST 617.80 FEET; THENCE NORTH 49•24 WEST 40 FEET; THENCE NORTH 40 EAST 20.893 FEET TO THE TRUE POINT OF BEGINNING OF SAID LINE AND ALSO BEING ON THE NORTHWESTERLY LINE OF A TRACT OF LAND CONVEYED TO KING COUNTY BY DEED RECORDED UNDER KING COUNTY RECORDING NO. 6029599; THENCE NORTH 52'24'24" WEST 18.652 FEET; THENCE ALONG A CARVE TO THE LEFT HAVING A RADIUS OF 369.00 FEET, AN ARC DISTANCE OF 247.818 FEET AND THROUGH A CENTRAL ANGLE OF 38•28'46" THENCE SOUTH 89'06'S0" WEST 52.567 FEE; THENCE SOUTH 87'39'52" WEST 37.569 FEET; f APR 1 [11991 CITY OF TUKWILA PLANNING DEPT, ORIGINAL PARCEL "A" (CONTINUED) THENCE ALONG A CURVE TO THE ' LEFT HAVING A RADIUS OF 134,00 FEET, AN ARC DISTANCE OF 83.233 FEET, AND THROUGH A CENTRAL ANGLE OF 35'09'41"; THENCE SOUTH 52'30'11" WEST 175.842 FEET: THENCE SOUTH 53'44'45" WEST 52.954 FEET; THENCE SOUTH 62'05'04" WEST 53.567 FEET; THENCE SOUTH 67'22'29" WEST 106.143 FEET; THENCE SOUTH 72'19'14" WEST 56.620 FEET; THENCE SOUTH 81'57'02" WEST 58.258 FEET: THENCE NORTH $1 WEST 46.690 FEET: THENCE NORTH 72 °14" WEST 65.122 FEET: THENCE NORTH 1'30'31" EAST 11.619 FEET: THENCE NORM 64'40'31" WEST 15.051 FEET; THENCE SOUTH 64'12'38" WEST 12..113 FEET: THENCE NORTH 73'09'08" WEST 21.853 .FED.'; THENCE NORTH 62'33'06" WEST 61.995 FEET; THENCE NORTH 49•01 WEST 49.809 FEET; THENCE NORTH 47 ' 53' 01" WEST 58.700 FEET; THENCE NORTH 43 WEST 75.276 FEET, MORE OR LESS, TO A POINT ON THE NORTHWESTERLY LINE OF SAIE MAIN TRACT WHICH BEARS NORTH 40'36'00" EAST 1,170.019 FEET FROM THE MOST WESTERLY CORNER OF SAID TRACT AND TERMINUS OF SAID LINE: AND EXCEPT THE SOOTHEAS N Y 17 SET OF SAID PREMISES, LYING WITHIN TRACT OF LAND 50 FEET IN WIDTH, CONVEYED TO THE CITY OF TUEWILA FOR 48TH AVENUE. SOUTH BY DEEDS RECORDED UNDER LTG COUNTY RECORDED NOS. 6634221, 6634222, 6634223 AND 6634224, RESPECTIVELY. PARCEL B: AN EASEMENT FOR ACCESS •ROAD AND UTILITIES, AS GRANTED BY INSTRUMENT RECORDED UNDER XING COUNTY RECORbING NO. 67:26720, OVER THAT PORTION OF TIME STEPHEN FOSTER DONATION CLAIM NO. 38 AND OF THE CO C. LEWIS DONATION CLAIM NO. 37, IN SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M., IN ZING COUNTY, WASHINGTON, BEING A STRIP OP LAND LYING 30 FEET ON EACH SIDE OF AND ADJOINING A CENTERLINE DESCRIBED As FOLLOWS: COMMENCING AT A POINT WHICH BEARS NORTH 40 WEST 920.15 FEET FROM A MONUMENT AT THE POINT OF INTERSECTION OF A CURVE ON TES CENTERLINE OF THE DUWAt ISH- RENTON JUNCTION ROAD, SAID POINT OF INTERSECTION BEING APPROXIMATELY 1,000 FEET EAST AND 20 FEET 'SOUTH OF THE QUARTER CORNER BETWEEN SAID SECTIONS 14 AND 15 :. @NOR kRh1 . ! CITY OF TUKWILA PLANNING DEPT. 1'y ORIGINAL PARCEL "A" (CONTINUED) THENCE NORTH 49 WEST 835.00 PEET ON A LINE PARALLEL TO AND 150.00 FEET NORTHEASTERLY OF THE CENTERLINE OF SAID DUWA.NISI#- TRENTON JUNCTION ROAD, TO A POINT WHICH BEARS NORTH 81 °44'15 EAST 3.99.17 FEET FROM Tfii POINT OF CURVE ON THE CENTERLINE OF THE SAID DUWAMXSH- RENTON JUNCTION ROAD, SAID POINT OF CURVE BEING APPROXIMATELY 1 FEET NORTH AND 440 FEET WEST OF THE QUARTER CORNER BETWEEN SAID SECTIONS 14 AND 15; THENCE SOUTH 40 WEST 20 FEET TO THE NORTHEASTERLY MARGIN OF THE RIGHT --OF -WAY OF THE PUGET SOUND ELECTRIC RAILWAY AS ESTABLISHED BY DEED RECORDED UNDER KING COUNTY RECORDING NO. 310898 (AND NOW KNOWN AS THE CITY OF SEATTLE TRANSMISSION LINE RIGHT OF WAY) : TBENCE•NORTH 49 °24'00" WEST ALONG SAID RIGHT --OF -WAY 610.29 FEET TO THE TRUE POINT OF BEGINNING OF SAID CENTERLINE THENCE SOUTH 40•36 WEST 100 FEET TO THE POINT OF TERMINUS Of SAID CENTF.EUNE ON THE SOUTHWESTERLY MARGIN OF SAID TRANSMISSION LINE RIGHT OF WAY. BOTH SITUATE IN THE COUNTY Off' RI fa, STATE OF WASHINGTON. EOM@ APR 111991 CITY OF 7UKWILA PLANNING DEPT. ORIGINAL PARCEL "B" THAT PORTION OF STEPHEN FOSTER DONATION CLAIM NO. 38 AND OF THE C.C. LEWIS DONATION CLAIM NO. 37, IN SECTIONS 10, 11, 14 AND 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT A POINT WHICH BEARS NORTH 40'01'05" WEST 920.15 FEET FROM A MONUMENT AT THE POINT OF INTERSECTION OF A CURVE ON A CENTERLINE OF THE DUWAMISB- RENTON JUNCTION ROAD, SAID POINT OF INTERSECTION BEING APPROXIMATELY 1, 000.00 FEET EAST AND 20 FEET SOUTH OF THE QUARTER CORNER BETWEEN SAID SECTIONS 14 AND 15; THENCE NORTH 49'24'00" WEST 835.00 FEET ON A LINE PARALLEL TO AND 150.00 FEET NORTHEASTERLY OF TEE CENTERLINE OF SAID DUWAMISH- RENTON JUNCTION ROAD, TO A POINT WHICH BEARS NORT1 81'44'55" EAST 199.27 FEET FROM THE POINT OF CURVE ON THE CENTERLINE Or THE SAID DUWAMISH- REN'TON .?UNCTION ROAD, SAID POINT OF CURVE BEING APPROXIMATELY 1,200 FEET NORTH AND 44C FEET WEST OF THE QUARTER CORNER BETWEEN SAID SECTIONS 14 AND 15; THENCE SOUTH 40 6 36'00" WEST 20 FEET TO THE NORTHEASTERLY MARGIN OF THE RIGHT -OF -WAY OF THE PUGET SOUND ELECTRIC RAILWAY; THENCE NORTH 49'24'00" WEST ALONG SAID RIGHT- OF-WAY, 980.29 FEET; THENCE SOUTH 49'24' EAST 340 FEET; THENCE NORTH 40'36' EAST 185 FEET, TO THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE NORTH 40 EAST 185 FEET; THENCE NORTH 49'24' WEST 340 FEET; THENCE NORTH 40 WEST 185 FEET; THENCE SOUTH 49 EAST 340 FEET, TO THE TRUE POINT OF BEGINNING. SITUATE IN. THE COUNTY OF KING, STATE OF WASHINGTON. t 5PRI 19) CITY OF TUKWILA PLANNING DEPT. , ORTGINAL PARCEL "C" THAT PORTION OF STEPHEN FOSTER DONATION CLAIM NO. 38 AND OF THE C.C. LEWIS DONATION CLAIM NO. 37, IN SECTIONS 10, 11, 14 AND 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. , IN KING COUN'T'Y, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT WHICH BEARS NORTH 40'01'05" WEST 920.15 FEET FROM A MONUMENT AT THE POINT OF INTERSECTION OF A CURVE ON A CENTERLINE OF THE DOISH- RENTON 3UNCTION ROAD, SAID POINT OF INTERSECTION BEING APPROXIMATELY 1,000.00 FEET EAST AND 20 FEET SOUTH OF THE QUARTER CORNER BETWEEN SAID SECTIONS 14 AND 15; THENCE NORTH 49'24'00" WEST 835.00 Fes' ON A LINE PARALLEL TO AND 150.00 FEET NORTHEASTERLY OF THE CENTERLINE OF SAID DUWAMISH- -RENTQN ACTION ROAD, TO A POINT WHICH BEARS NORTE 81'44'55" EAST 199.17 FEET FROM THE POINT OF CURVE ON THE CENTERLINE OF THE SAID DUWAMXSH -F NTON JUNCTION ROAD, SAID POINT OP CURVE BEING APPROXIMATELY 1,200 'FEET NORTH AND 440 FEET WEST OF THE QUARTER CORNER BETWEEN SAID SECTIONS 14 AN 15; THENCE SOOT#! 40'36 *00" WEST 20 FEET TO THE NORTHEASTERLY MARGIN OF THE RIGHTS -OF -WAY OF THE PUGET SOUND ELECTRIC RAILWAY; THENCE NORTH 49'24'00" WEST ALONG SAID RIGHT -OF -WAY, 980.29 FEET TO THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE SOUTH 49 EAST 340 FEET; THENCE NORTH 40 EAST 185 FEET; THENCE NORTH 40 EAST 185 FEET; THENCE NORTH 49 WEST 240 FEET, TO A POINT WHICH BEARS NORTH 40'36' EAST PROM THE TRUE POINT OF BEGINNING: THENCE SOUTH 40'36* WEST 185 iEET TO THE TRUE POINT OF BEGINNING. SITUATE IN TTIUE COUNTY OF ICING, STATE OF WASHINGTON. HANK APR 11 19,1 CITY OF Yt KVV1LA PLANNING DEPT. That portion of the Stephen Foster Donation Claim Number 38 and of the C.C. Lewis donation Claim Number 37, in Sections 10, 11, 14, and 15, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: BEGINNING at a point which bears North 40° 01' 05" West, 920.15 feet from a monument at the point of intersection of a curve on a centerline of the 0uwami , h- Renton Junction Road, said point of intersection being approximately ,1,000.00 feet East and 20 feet South of the quarter corner between said Sections 14 and 15: THENCE North 49° 24' 00" West, 835.00 feet on a line parallel to and 150.00 feet Northeasterly of the centerline of said Duwamish- Denton Junction Road, to a point which bears North 81 ° 44' 55" East, 199.17 feet from the point of curve on the centerline of said Duwamish•Renton Junction Road, said point of curve being approximately 1,200 feet North and 440 feet West of the quarter corner between said Sections 14 and 15; THENCE South 40° 36' 00" West, 20 feet to the Northeasterly margin of the right-of-way of the Puget Sound Electric Railway; THENCE North 49° 24' 00" West, along said right -of -way 980.29 feet to the TRUE POINT OF BEGINNING of this description; THENCE South 49' 24' 00" East, 400.00 feet; THENCE North 40° 36' 00" East, 190.00 feet; THENCE North 49° 24' 00" West, 400.00 feet; THENCE South 40° 36' 00" West, 190.00 feet to the TRUE POINT OF BEGINNING. TOGETHER WITH AND SUBJECT TO an easement for ingress, egress, and utilities over, under, and across a strip of land 24 feet in width, being 12 feet on each of the following described line: BEGINNING at the aforementioned TRUE POINT OF BEGINNING; THENCE South 49° 24' 00" East, 400.00 feet; THENCE North 40° 36' 00" East, 190.00 feet; THENCE North 49° 24' 00" West, 400.00 feet to the TRUE POINT OF BEGINNING of this described line: THENCE South 49° 24' 00" East, 373.00 feet to the terminus of this described line. TOGETHER WITH AND SUBJECT TO easements for utilities as stated in a declaration of easement, covenants, and Conditions instrument included in this boundary line adjustment and made a part hereto. 3132L.003 MHJet LEGAL DESCRIPTION REVISED LOT 1 RECEIVED CITY Os TUKWILA Mid 1 3 PERMIT CENTER That portion of the Stephen Foster Donation Claim Number 38 and of the C.C. Lewis Donation Claim Number 37, in Sections 10, 11, 14, and 15, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: BEGINNING at a point which bears North 40° 01' 05" West, 920.15 feet from a monument at the point of intersection of a curve on a centerline of the Duwamish - Renton Junction Road, said point of intersection being approximately 1,000.00 feet East and 20 feet South of the quarter corner between said Sections 14 and 16; THENCE North 49° 24' 00" West, 835.00 feet on a line parallel to and 150,00 feet Northeasterly of the centerline of said Duwamish - Renton Junction Road, to a point which bears North 81° 44' 55" East, 199.17 feet from the point of curve on the centerline of said Duwamish- Renton Junction Road, said point of curve being approximately 1,200 feet North and 440 feet West of the quarter corner between said Sections 14 and 15; THENCE South 40° 36' 00" West, 20 feet to the Northeasterly margin of the right-of-way of the Puget Sound Electric Railway; THENCE North 49° 24' 00" West along said right -of -way, 980.29 feet THENCE South 49° 24' 00" East, 400.00 feet; THENCE North 40° 36' 00° East, 190.00 feet to the TRUE POINT OF BEGINNING of this description; THENCE North 40° 36' 00" East, 512.10 feet; THENCE North 49° 24' 00" West, 325.00 feet; THENCE South 79° 15' 35" West, 12.81 feet; THENCE North 49° 24' 00" West, 67.00 feet; THENCE South 40° 36' 00" West, 502.10 feet to a point which bears North 49° 24' 00" West, and is 400.00 feet distant from the TRUE POINT OF BEGINNING: THENCE South 49° 24' 00" East, 400.00 feet to the TRUE POINT OF BEGINNING. TOGETHER WITH AND SUBJECT TO an easement for ingress, egress, and utilities over, under, and across a strip of land 24 feet in width, 12 feet on each side of the following described line: BEGINNING at the aforementioned TRUE POINT OF BEGINNING; THENCE North 49° 24' 00' West, 400,00 feet to the TRUE POINT OF BEGINNING of this described tine; THENCE South 49° 24' 00" East, 373.00 feet to the terminus of this described line. TOGETHER WITH AND SUBJECT TO easements for utilities as stated in a declaration of easement, covenants, and conditions instrument included in this boundary line adjustment and made a part hereto. PROJECT: GATEWAY PHASE V March 18, 1991 Revised May 10, 1991 MH/bl 31321.004 LEGAL DESCRIPTION REVISED LOT 2 RECEIVED CITY OF TI JKWIIA 13 ��1 PERMIT CENTER That portion of a tract of land described as Parcel A, in instrument recorded under Auditor's Fife Number 8508301272, being in the Stephen Foster Donation Claim Number 38, and the C.C. Lewis Donation Claim Number 37, in Sections 10, 11, 14, and 15, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: COMMENCING at the point described as the TRUE POINT OF BEGINNING of said Parcel A, said point being on the Northeasterly margin of the right-of-way of the Puget Sound Electric Railway; THENCE South 49° 24' 00" East, 400.00 feet; THENCE North 40° 36' 00* East, 742.10 feet to the TRUE POINT OF BEGINNING of this description; THENCE North 49° 24' 00" West, 325.00 feet; THENCE South 79° 15' 35" West, 12.81 feet; THENCE North 49 24' 00" West, 67.00 feet to the Northwesterly line of said Parcel A; THENCE North 40° 36' 00" East along said Northwesterly tine, a distance of 477.92 feet to the Northeasterly line of said Parcel A; THENCE Southeasterly along said Northeasterly line of said Parcel A, a distance of approximately 1,320 feet to the most Easterly corner of said Parcel A; THENCE South 40° 36' 00' West along the Southeasterly line of said Parcel A, a distance of 1215.47 feet, more or less, to a point which bears South 49 24' 00" East from said TRUE POINT OF BEGINNING: THENCE North 49° 24' 00" West, 547.29 feet to the TRUE POINT OF BEGINNING. TOGETHER WITH AND SUBJECT TO easements for utilities as stated in a declaration of easement, covenants, and conditions Instrument included in this boundary fine adjustment and made a part hereto. PROJECT: GATEWAY PHASE V March 18, 1991 Revised May 10, 1991 MH/bI 31321.005 RECEIVED CITY nv Tl IKWItA MAY 1 3 1 1;+9i LEGAL DESCRIPTION PERMIT CENTER REVISED LOT 3 MAP SEE ATTACHED Ind Surveyor's Certificate: This Boundary Line Adjustment/Lot Consolidation correctly represents a survey* made by me or under my direction in conformance with the requirements of appropriate State statute. Name: MARK S. HARRISON Date. 14 M AY Certificate No. 21467 * A lot consolidation does not require a survey of the perimeter unless the lines are adjusted. Map on File in Vault Page of After Recording return to: BEDFORD PROPERTIES, INC. 12720 Gateway Drive, Suite 107 Seattle, WA 98168 DECLARATION OP EASEMENT, COVENANTS fi CONDITIONS This Declaration of Easement is made this Q day of May, 1991 by Bedford Development Company. (Declarant). Declarant is the owner of certain real property described as Lots 1, 2 and 3 as shown on the Boundary Line Instrument of recorded under Ring County, Department of Records and Elections File No. Declarant proposes to construct a building on Lot 1 and a building on Lot 2. The buildings will share the use of a common roadway, and certain utility services. Declarant wishes to grant cross- easements for the benefit of each lot and all future owners thereof as specifically described below. NOW, THEREFORE, Declarant hereby declares that Lots 1, 2, and 3 shall be held, sold and conveyed subject to the following easements, which shall run with Lots 1, 2, and 3 and shall be binding on all parties having or acquiring any right, title and interest in such lots and any part thereof and shall inure to the benefit of any successor of Declarant in the ownership thereof: 1. Nutuahgres E gress. a. A non - exclusive perpetual easement is hereby created and established over that 12 feet of Lot 1 which is adjacent to and parallel with the boundary line between Lots 1 and 2 for the benefit of Lot 2 for the purpose of providing for the owners' and tenants' and their employees, contractors, agents and invitees to go upon and use said easement for vehicular and pedestrian ingress and egress and for vehicular maneuvering. No obstruction shall be placed or permitted to remain upon the area of said easement which would in any way interfere with the purposes for which said' easement is hereby established. b. A non - exclusive perpetual ease]nent is hereby created and established over that 12 feet of Lot 2 which is adjacent to and parallel with the boundary line between Lots 1 and 2 for the benefit of Lot 2. for the purpose of providing . far the owners' and tenants and their employees, contractors, agents and invitees to go upon and use said easement for vehicular and pedestrian ingress and egress and for 1 MAY 13 1991 I C!1'Y OF iUKW Lta, hl AA mik. hr "•n c. The cost of installing, modifying, and maintaining improvements within the easements provided in this Declaration of Easement shall be determined as specified in Section 7. 2. Water. C 3. Storm Sewer.. vehicular maneuvering. No obstruction shall be placed or permitted to remain upon the area of said easement which would in any way interfere with the purposes for which said easement is hereby established. a. Two 8" water lines currently run between Lots 2 and 3. A 12" water line currently runs between Lot 1 and Lot 2. The 12" line feeds into the two 8" lines. Declarant intends to install three tapping tees to provide fire hydrants and domestic and fire sprinkler service to the new building on Lot 2. b. There are hereby created and established non- exclusive perpetual easements on Lots 1 and 3 over, across and under a 10 foot wide piece of land which is 5 feet on each side of and parallel to existing 12" and 8" water lines for the benefit of Lot 2 for the purpose of allowing the owner of Lot 2 to install such tapping tees. c. There is hereby created and established on Lots 1, 2 and 3 a 10 foot wide perpetual easement over, under and across that portion of land on said Lots 1, 2 and 3 which is 5 feet on each side of and parallel to existing 8" and 12" water lines on said lots for the benefit of said lots for the purpose of operating, using, repairing, maintaining or replacing with new and larger diameter materials, a water system line or lines under and across Lots 1, 2 and 3. d. The cost of maintaining the water lines shall be determined as described in Section 7. a. Declarant intends to install a new storm sewer system on Lots 1 and 2 which will tie into storm sewer lines at Lot 3 at two locations. The outfall for the storm sewer water is located at a pump station along the Duwamish River at Lot 3. b. There is hereby created and established an Lots 1, 2 and 3 non - exclusive perpetual easements 10 feet 2 wide over, under and across: that portion of land on said Lots 1, 2 and 3 which is 5 feet on each side of and parallel to existing storm sewer lines and 5 feet on each side of and parallel to new storm sewer lines to be constructed on Lots 1 and 2 for the purpose of operating, using, repairing or replacing with new or a larger diameter materials a storm sewer line or liner and /or catch basins under and across Lots 1, 2 and 3. c. There is hereby created and established on Lot 3 an easement for the purpose of allowing storm sewer lines from Lots 1 and 2 to tie into and discharge storm water into the storm water system located on Lot 3. Further, there is hereby created and established on Lots 1 and 2 a perpetual non- exclusive easement for the benefit of Lots 2 and 1 respectively for the purpose of installing, operating, using, repairing, replacing and maintaining storm sewer lines and catch basins. d. The cost of maintaining the storm sewer lines shall be determined as described in Section 7. 4. sanitary Sewers. a. An existing 8" sanitary sewer line currently runs between Lots 1 and 2. Declarant intends to tap into this 8" line once at Lot 1 and once at Lot 2. b. A non - exclusive perpetual easement is hereby created and established over under and across a 10 foot wide portion of Lots 1 and 2 which is 5 feet from and parallel to each side of an existing 8" sanitary sewer line for the purpose of providing for the benefit of Lots 1 and 2 for the construction, operation, maintenance, use and repair and replacement, including with larger diameter materials, a sanitary sewer line. c. The cost of maintaining the sanitary sewer lines shall be determined as described in Section 7. 5. Modifications. In recognition of potential future changes in the development on each lot, and the ever changing governmental regulations applicable thereto, the owner of Lots 1, 2 and 3 are hereby granted the right to relocate the easements for water, sewer and storm water lines and any and all of the appurtenances thereto at the sole expense of the owner of the lot on which such 3 ( 6. Termination. 7. Maintenance. 4 relocation takes place, provided that such relocation (a) does not cause any interruption whatsoever in service to the lots being served by such relocated easements and (b) provided the same quantity and quality of service as existed prior to such relocation. At such time as water, sewer or storm water service is supplied to Lots 1, 2 and 3 by a public agency, then the easements herein created for the provision of such utility is automatically terminated at the time that such services are.provided by the governmental agency. a. Except as otherwise provided herein, the cost of installation, maintenance and repair of the improvements in each easement shall be borne 100% by the owner of the servient tenant, i.e., the owner of the land subject to the easement: provided however, that all costs incurred in connection with the enlargement or extension of any utility lines after the initial, installation thereof shall be borne solely by the owner(s) of the lot requesting such enlargement or expansion in direct proportions to the square footage of each such lot. b. The cost of maintenance and repair of the storm sewer pump station located on Lot 3 shall be shared by the owners of Lots 1, 2 and 3 in direct proportion to the square footage of each lot. c. In all instances, maintenance costs shall include the costs of restoring the servient lot to the condition existing prior to installation, maintenance, repair or replacement. d. The duty to contribute to the costs repair and maintenance of an easement created by this Declaration and the responsibility and right to carry out such repair and maintenance shall terminate upon the termination of the easement. e. The owner of each lot which has the duty of carrying out any activities hereunder shall perform the same promptly when required. The owner of each lot charged herein with the responsibility of contributing towards' payment for any activities outlined herein shall promptly reimburse the party entitled thereto upon receipt of an invoice for such activity. f. In the event the owner of a lot fails to commence any required maintenance or repairs on the lot within a reasonable time after written notice from the owner of the other lot, the owner of the other lot may perform the word: and obtain reimbursement from the owner of the lot of such owner's share of the expense. 8. Arbitration., If the owners of lots hereunder are unable to agree on any matter relating to the easements created by this Declaration, including any matter relating to maintenance and repair, such disputes shall be settled by arbitration by an arbitrator appointed by the Presiding Judge of the King County Superior Court upon the petition of either party. The arbitration shall proceed in accordance with the rules of the American Arbitration Association. The decision of the arbitrator shall be final and binding on the parties thereto and the prevailing party(;) shall be entitled to recover from the losing party(s) all costs and attorneys fees in connection with such proceedings. 9. Indemn ity ; 1, ity The owner of each lot hereunder shall forever defend, indemnify, and hold the owners harmless from any claim, loss, or liability arising out of or in any way connected with that owner's use of -the easements created by this Declaration or arising from any action undertaken by that owner pursuant to paragraph 7 above, unless the claim, loss or liability is proximately caused by the negligence or willful conduct of the other, or its employees, contractors, or agents. In the event of any litigation or proceeding brought against owner, and arising out of or in any way connected with any of the above events or claims, against which one owner has agreed to indemnify the other, the indemnifying owner shall, upon notice from the other, vigorously resist and defend such actions or proceedings through legal counsel reasonably satisfactory to the other owner(s), at the indemnifying owner's expense, and pay any amount awarded against that owner which that owner is otherwise required to pay pursuant to this section 9. 10. benefit and Burden. The easements created by this Declaration shall be for the benefit of and appurtenant to Lots 1, 2 and 3 as specifically described above, and shall be appurtenant to and for the benefit of any and all portions of such 5 property regardless of the type or intensity of development thereon, or whether a portion of such property is subdivided or developed separately. The benefits and burdens of these easements shall run with the lance so benefited or burdened as specifically described above and each and every portions thereof. 11. General Provision._ sr a. In the event of any breach of the provisions of this Declaration, the aggrieved owner shall be entitled to exercise any remedies permitted by law or equity, including the remedies of injunction and /or specific performance. In the event litigation is commenced to enforce or interpret the provisions of this Declaration, including any appeal therefrom, the prevailing party shall recover from the other party, in addition to all other costs and damages, reasonable attorneys' fees as determined by the judge at trial or upon any appeal. b. Any notice under this Declaration shall be in writing and shall be effective when actually delivered or, if mailed, when deposited postpaid. Mail shall be directed to the address of the record owner Of the subject property or to such other address as a party may specify by notice to the other party. BEDFORD DEVELOPMENT COMPANY BY lelgiel4....,14I ep S. Layman STATE OF WASHINGTON COUNTY OF RING ss. This is to certify that on the day of May, 1991, before me the undersigned personally appeared 3'oseph S. Layman, Vice President, Bedford Development Company, and acknowledged to me that he signed this instrument and acknowledged it to be his free and voluntary act for the uses and purposes mentioned in this instrument. SIGNED AND SWORN TO before ne on this • Notary • i.c in and for the State of Wa hit• , residing at My Appointment Expires Vh day of May 1991. 3182 SO' SO• a 1 LOT art L,. •t. LOT a 4.1♦ A.. ..r - •■■•• - •■ ^m. — • 1 r N N•i0'i Mar 5D = 5 tam D74ry S S = srf vtrh iet Sewer Barghausen Consulting Engineers land per. farm $ Inearinactrig 6p.tidlst. ; ••,11.11.. oa - . nnT r.r a..s ..n N.. IOWA •SS I O40N14421s gaw Gateway Corporate Center Phase V 48th AVE. SOUTH t r ri. test. wa.*. N 4V sa'4Q't Bedford Properties 12720 Gateway Ste. 107 Ss/Attie, Washington 88108 LOT OS 1.10 as STi� T�p s � n noir Cr Ur WO* IOW ♦?MO.wt! LOCA1Am Or 9aOM117 atY. Tat* ua mesco Ya ft teCi t4. Or 10" Ta g tan. tittatC20 .SSa1.TA .lr1*O1Ya tt tOCA rem Or CJtsu+G 10r or P rta Saw „ 8 •t � \\' N � ''\ ..D j D 1 VS }a .L.L} " Gateway Corporate Center Phase V BEDFORD DEVELOPME'N'T COMPANY property described as Lots 1, 2, Line Instrument of county, Department • The easements listed below are eithe.r no longer required or have been superseded by other easements recorded in conjunction with the Boundary Line . Instrument referenced above. NOW, THEREFORE, Bedford Development Company declares that the easements recorded under King County recording numbers listed below are canceled: BEDFORD DEVELOPMENT COMPANY BY: bse h S. La Vice President DECLA ATION OF CANCELATI0N OP EASEMENTs of Record Recording No. 720526 0584 Recording No. 720526 0586 Recording No. 751031 0364 Recording No. 720629 0356 DATED: \w r - ANN 1991 ** 4if / Vat PUBLIC = J e is the owner of certain real and 3 as shown on the Boundary recorded under King s and Elections file No. • r t ( !�1rV N Ck pAi,e, (\A 0 mcli LDS STATE OF WASHINGTON ) ) SS COUNTY OF RING ) I certify that there appeared before n have satisfactory evidence was JOSEPH Declaration of Cancellation of Easemeni is authorized to execute the instrument VICE PRESIDENT of BEDFORD DEVELOPMENT COMPANY, a California Corporation, to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument. Notary •lic in and for the State o shi gton Residing at ; -4 My appointment expires on �q'?> BY: 05/17/1991 08:05 FROM BARGHAUSEN ENGINEERS ose!Sh S. La Vice President COUNTY OF KING • BEDFORD DEVELOPMENT COMPANY STATE OF WASHINGTON ) ) SS ) Recording No. 720526 0584 Recording No. 720526 0586 Recording No. 751031 0364 Recording No, 720629 0356 DATED: \w►� , 1991 A 44, Ve I NQTARYS Mimic �r '�►�•� .10-8- 93,/•tom 1 TO 5830708 P. 23 DECLARATION OF CANCELATION Oita' EASEMENTS BEDFORD DEVELOPMENT COMPANY is the owner of certain real property described as Lots 1, 2, and 3 as shown on the Boundary Line Instrument of recorded under King county, Department of Records and Elections file No. The easements listed below are either no longer required or have been superseded by other easements recorded in conjunction with the Boundary Line , Instrument referenced above. NOW, THEREFORE, Bedford Development Company declares that the easements recorded under King County recording numbers listed below are canceled: nAMNA-TioNic G..f F I v,1L/ I certify that there appeared before n have satisfactory evidence was JOSEPH ; Declaration of Cancellation of Easement is authorized to execute the instrument VICE PRESIDENT of BEDFORD DEVELOPMENT COMPANY, a California Corporation, to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument. tic in and for the ..Notary State of`- : shi gton Residing at My appointment expires on W1;2-> GATEWAY DRIVE 6. 04' 00.00' 1 =6.00' /1 40 6 (60' EASEMENT FOR INGRESS EGRESS a INCIDENTAL PURPOSES REC. NO. 7205260584 6 40 W - 702.10' 60' EASEMENT FOR ' INGRESS, EGRESS, UNDERGROUND $ UTILITIES & INCIDENTAL. PURP°SEE* REC. NO.. 0 7510310364 600.02' 48th AVENUE SOUTH R EASEMENT FOR WATER PIPELINE a INCIDENTAL PURPOSES REC. M0.7312050063 RIVER PROTECTION EASEMENT REC. NO. 5928214 ORIGINAL LOTS B.C.E. JOB NO. 3132 NOTE: NO PERMANENT STRUCTURE SHALL BE CONSTRUCTED REVISED ON LOT I WITHIN 14 FEET OF THE PROPERTY LINE BETWEEN REVISED LOTS 1 AND 2. LOT Isvp RtGINAL . PARCEL LINES J) 180.00 3 40 38' 00" W 1 Q 8 0' EASEMENT FORT ACCESS ROAD AND UTILITIES REC_ NO. 6!26720 � E I 1 I I —... 1 ! I 1 - - 812.10'(R) . M 40' 24'00'W 87.O0'(R) 70 42.88 ) pp EASEMENT REC. NO. 5479828 REVISED LOT M Os Q 1 . / / N. ± rb 1 !tit � 0 • ;. go s i. 1 RIVER P OTECTION __ z:' 1 —I 1 REC. N 5 47984 9 I I 2' ' 373' • INGRESS, EGRESS AND UTILITIES EASEMENT TRUE Po». ' GATEWAY DRIVE OF BEGINNING 40 38' 00" E 8000 i 542.14'IR 7 48th AVENUE SOUTH NORTHWESTERLY LINE PARCEL 'A' INSTRUMENT NO 8305301272 ORTFiWESTERLY LINE PARCEL W INSTRUMENT NO. 8509301 72 R� "- SOUTHEASTERLY L INE PARCEL 'A' INSTRUMENT .NO. 8508301272 LEGEND SANITARY SEWER: STORM DRAINAGE: WATER LINE : RIVER PROTECTION EASENT REC. NO. 5828214 OST EASTERLY CORNER PACEL 'A' INSTRUMENT KO. 8508301272 REVISED LOTS B.A.E. JOB CVO. 3132 ASENT FOR WATE PIPELINE AND INCIDENTAL PURPOSES REC. NO. 73!2050082 CITY OF TUKWILA 63llll ti(1U771C6'NTRR BOULEVARD. TUKWILA, WASHINGTON 98188 Plan Check #91 -060: Gateway Corp. Center Bldg 9 13035 Gateway Dr PHONE # (206).13348UI Gary L. Vun!usen, Mayor THE FOLLOWING COMMENTS APPLY TO AND BECOME 1 THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER 10 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (277- 7272). 4. All mechanical work shall be under separate permit through the City of Tukwila. 5. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high - strength bolting to be special inspected (Sec. 306, UBC). 10. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. �I �r OF IR1MP. PHONE AREA COOL: NUMHER EXTENSION I/IF 4774111111 .14 rifflor Gateway Corp. Center Bldg 9 Page 2 11. Readily accessible access to roof mounted equipment is required. 12. Any exposed insulations backing material to have Flame ,Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 13. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). 14. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 15. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 16. All wood to remain in placed concrete shall be treated wood. 17. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction.. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. PLAN REVIEW COMMENTS Plan Check No.: 1 t 0 ‘e Project: REQUIRED INSPECTIONS te.W No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. X Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). X 1 Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be inspected by that agency (277- 7272). All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. All structural concrete to be special inspected (Sec. 306, UBC). All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). All high - strength bolting to be special inspected (Sec. 306, UBC). • 10. Any new ceiling grid and Tight fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. Readily accessible access to roof mounted equipment is required. 13. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. • 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). ,( All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. • 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. All wood to remain in placed concrete shall be treated wood. - 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. X Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. .. 25. A Certificate of Occupancy will be required for this permit. 1. Footings 2. Foundation 3. Slab /Slab Insulation 4 . Shear Wall Nailing 5. Roof Sheathing Nailing 6. Masonry Chimney 7. Framing 8. Insulation 9. Suspended Ceiling 10. Wall Board Fastening 11. Cob4C2.tt tm 12. Wetiz ity6 O r- 13. .,, L 14. Fire Final 0. 15. Planning Final 16. Public Works Final 17. Building Final PLAN REVIEW COMMENTS Plan Check No.: 1 t 0 ‘e Project: REQUIRED INSPECTIONS te.W No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. X Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). X 1 Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be inspected by that agency (277- 7272). All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. All structural concrete to be special inspected (Sec. 306, UBC). All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). All high - strength bolting to be special inspected (Sec. 306, UBC). • 10. Any new ceiling grid and Tight fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. Readily accessible access to roof mounted equipment is required. 13. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. • 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). ,( All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. • 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. All wood to remain in placed concrete shall be treated wood. - 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. X Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. .. 25. A Certificate of Occupancy will be required for this permit. City Of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor TO: Permit Center Building Division FROM: Ann Siegenthaler, RE: Gateway Buildings Permits #91 -059 & DATE: May 15, 1991 Asst. Planner . =t 8 SO #91 -0 . 80 The Planning Division has approved the final building permit drawings for Gateway Buildings 8 & 9 with the following conditions: 1. The Boundary Line Adjustment for the properties (91- 4 -BLA) approved by the City of Tukwila 5/14/91 must be recorded at King County Dept. of Records. 2. The trash enclosure must be a minimum of eight feet tall per the Zoning Code requirements on screening of outdoor storage. 3. The parking lot aisles must be re- designed with a minimum two -way aisle width of 25 feet. Alternatively, a. 24' aisle as proposed is acceptable if stalls associated with the aisle are re- designed to have a minimum depth of 19 feet. This will meet the minimum parking dimensions required by the Zoning Code. 4. No signs or sign locations are approved as part of this building permit. Signs require separate review and permits. These conditions must be met prior to issuance of a Certificate of Occupancy. Fire Department Review Control #91 -060 (513) Re: Gateway South Building #9 - 13035 Gateway Drive Dear sir: City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor March 22, 1991 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, 10 B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) (UFC 10 -1 (3 -1)) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 feet above the Floor. (NFPA 10, 1 -6.6) (UFC 10.301) 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 10.301) 2. Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 10.402(a). Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) Exit signs shall be installed at required exit doorways and where otherwise necessary to clearly City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Page number 2 Gary L. VanDusen, Mayor indicate the direction of egress. Signs shall be of a contrasting color with the surrounding area and shall have letters not less than six inches high with a minimum letter width of 3/4 ". (UBC 3314) (UFC 12.108) Exits serving more than 50 occupants shall be provided with illuminated exit signs. (UFC 12.108(d)) Exit doors shall swing in the direction of exit travel when serving an occupant load of 50 or more. (UBC 3304(b)) Exits shall be illuminated at any time the building is occupied. An emergency system shall automatically provide exit illumination upon failure of the main power supply. (UFC 12.107(a)(b)) 3. An approved automatic fire sprinkler extinguishing system is required and shall be designed, installed and tested. (City Ordinance #1528) All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Survey & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1528 & NFPA 13, 1 -9.1) (UFC 10.305) An approved hose station requires plans review. (Plans must be submitted to the Fire Marshal for approval prior to installation.) (City Ordinance #1528) 4. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 10.208) City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 3 Gary L. VanDusen, Mayor All required occupancy separations, area separation walls, and draft -stop partitions shall be maintained and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.401) Walls and ceilings of corridors serving an occupant load of 30 or more shall be not less than one -hour fire resistive construction. (UBC 3305(g)) (UFC 12.105(a)) All interior wall covering materials shall be fire - resistive or shall be treated to be fire - resistive, so as to result in a flame- spread rating as required by UFC Appendix VI -C tables 42A and 42B. A certificate of the flame spread rating is required to be delivered to the Tukwila Fire Department. (UBC 4204) (UFC 10.401) If the building is to be used for the storage of high -piled combustible material (as defined in UFC, Sec. 9.110); automatic fire - extinguishing systems, smoke - removal systems, fire protection and fire separations are required per Uniform Fire Code - Article 81. Enclosed attic spaces formed of combustible construction shall be divided into horizontal areas not exceeding 3000 square feet by partitions extending from the ceiling to the roof. (UBC 2516, 4-8, iii) Every exterior portion of a building must be within 300' of a fire hydrant, measured around the perimeter of the building. (City Ordinance #729) All hydrants and all surface access roads shall be installed and made serviceable prior to and during the time of construction (UFC 10.301) DATE ✓ 15 -D1 TYPE OF REVISION: CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUBMITTAL PROJECT NAME CTAY O$IP O T Gk ADDRESS l W 3 &e.loW �✓ �t V- CONTACT PERSON NV? tliyizr, 1O NV f Z41 -1tc ARCHITECT OR ENGINEER C101(U PERMIT NUMBER (If previously issued) PLAN CHECK NUMBER D1 d(p 0 t . htl, 4TDE3 SOT P -1 Q'E1 rt t. 22 SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: kN N UN OF NAN 1 5 WI PER RA IT CENTER Architecture ond Planning W Leason: Pomeroy Northwest, Inc,, Royce A. Berg, A,I.A.,1127 Pine Street, Suite 300 Seattle, WA 98.104 (206) 583- 8030. March 15, 1991 Mr. Ken Nelsen, Plans Examiner City of Tukwila 6230 Southcenter Blvd. Tukwila, WA 98188 RE: Gateway Corporate Center Bldgs 8 and 9 Plan Check No. 91 -059 and Q1 -060 Dear Mr. Nelson: RECEIVED nay oFTIJKWILA MAR 1 5 199i PERM CENTER Please find enclosed, four prints each of updated sheets A -1 and A -4 in response to our March 14, 1991 conversation. 1. Draft stop detail 22/A -1 has been added to sheet A -1 per your request. 2. Requirements for draft stop installation during tenant improvement work has been added to Bldg 9 floor plan, Sheet A -4. Sincerely, Paul R. Coppock PRC:mp cc: Robert Hart (w /encl) George Minniear (w /2 sets encl) Royce A. Berg * * REVISION SUBMITTAL * * DATE '' '' ✓ k CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 RECEIVED rITYOFTUKWILA MAR 7 1991 PERMIT CENTER PROJECT NAME O'I: N f r i . fiar - 0,0gakkirz- - CKT 't ?) 1 LO4 ADDRESS i 9.)m".7 l.3 f'iThW m 112.1VE CONTACT PERSON Dt) Eb VIA KT PHONE 241 LIDS ARCHITECT OR ENGINEER ri1 Q. 0. a 2 . LiP1,) PERMIT NUMBER INYA PLAN CHECK NUMBER V 1 OIiJD SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: kk I v El O%\ (If previously issued) TYPE OF REVISION: 9i1 (zGV 1c I ( S :.Architecture and Planning . . Leason. Pomeroy Norlhwest,. Royce A.•Berg, A,I.A`,. 1..12.7 Pine Street, Suite.. 300 Seattle, WA 98101 (206) 583 -8030 March 7, 1991 Mr. Ken Nelsen, Plans Examiner City of Tukwila 6230 Southcenter Blvd. Tukwila, WA 98188 RE: Gateway Corp. Center Bldgs 8 and 9 NW 90052 Plan Check No. 91 -059 and 91 -060 Dear Mr. Nelsen: CITY OF TUKWILA MAR 7 1991 PERMITCENTER Please find enclosed four prints each of updated sheets A -1 and A -2 in response to your 2/26/91 letter and our February 28, 1991 Pre- Application meeting with the City. 1. In response to your letter, it is our intent to provide a 14 -foot no- build agreement along to Building 8 side of the lot line between Build- ings 8 and 9 to allow for unlimited building area for the Building 9 second floor expansion. Currently, the Building 9 area is limited as follows: Single Story VN 8,000 SF Open 3 yards X 2 Sprinklered X 3 48,000 SF Maximum (47,260 SF Actual) Future second floor improvements would be limited as follows: Multistory VN 8,000 SF Additional Story X 2 Open 3 yards X 2 Sprinklered X 2 64,000 SF Maximum Currently, the proposed project is within the requirements of the 1988 UBC and a no -build agreement will be executed any time prior to a tenant improvement exceeding 64,000 SF of building area. See detail 4/A -1 for corrections. 2. An access easement between buildings 8 and 9 is shown on Sheet A -2, we are proceeding with execution of the easement. Letter to K. Nelson Page 2 ncerely, aul R. Coppock enclosures cc: Bob Hart Dan Balmelli Phil Fraser Darren Wilson 3. Per Public Works Pre Application comments the sidewalk along Gateway Drive has been extended to Interurban Avenue South. 4. Per Plannings Pre Application comments the parking analysis has been clarified on 4/A -1. v Pireitav( Oalau:yecs (1 .2 5. Per Plannings Pre Application comments a space for a recycling bin has been indicated on 12/A -1. V 6. Per Owners' request a directory turnout has been shown at Building 8 along Gateway Drive per 1/A -2. We are applying for a separate utility permit for this turnout. Lesson Pomeroy Northwest, Inc„ Royce A; Berg, A,I,A., 1127 Pine Street, Suite 300 Seattle, WA 98101 (206) 583-8030 Leason Porrioroy:Northwest; Inc •., Royce A,. ,Berg, A ,I :A 112.7•Pine.Streel. Suite 300 Seattle,.WA 98101 (206) :58,3 =$030 LIGHTING POWER BUDGET GATEWAY CORPORATE CENTER - BUILDING 9 - NW 90052 1. Building Construction Area: 47,260 SF 2. All fluorescent fixtures include ballasts. 3. Interior Lighting Demand: WATTS PER NO. OF DESCRIPTION FIXTURE FIXTURES TOTAL WATTS 2 x 4, 3 -lamp, recessed, fluor. 138 558 77,004 1 x 4, 2 -lamp, surf. fluor. 82 3 246 Parking and Circulation Areas: TOTAL WATTS FOR BUILDING ,77,250 4. Lighting Density Calculations: 77,250 watts /47,260 SF = 1.63 watts /SF 5. Washington State Energy Code (1986) Article #426 allows 1.7 watts /S.F.; therefore, the building is in compliance. 6. Average office of lighting level of 80 fc will result from an 8 x 10 lighting pattern. 7. Area tabulation for exterior lighting demand: Site Area 200,213 SF Building Footprint 47,260 SF Parking and Circulation 116,689 SF Landscape Area 36,264 SF Lineal Feet of Building Perimeter 1,189 LF WATTS PER NO. OF FIXTURE FIXTURES TOTAL WATTS a. HPS pole mounted shoe box and wall packs 250 17 4,250 b. Exterior bldg entry lighting: Recessed HPS downlights 70 41 2,870 8. Power Density Calculations: a. Parking: 4,250 watts /116,689 SF = .036 watts /SF < .05 watts /SF RECEIVED CITYOFTI.IKWILA FEB 7 1991 PERMIT CENTER Lighting Power Budget Building 9 Page 2 b. Exterior building lighting: 2,870 watts < 1,189 SF x 7.5 watts /SF 2,870 watts < 8,917.5 watts Allowance per 1986 Washington State Energy Code Article #426. Therefore, site is in compliance. STATE 0 `E ARCHITECT GISTERED • i t " G ASHI °TON 2659 lesson Pomeroy Northwest; Inc., Royce A. Berg, AJ,A., 1127. Plne Street, • Suite 300 Seattle, WA'98101 (206) 583.8030,. Aichitecture crud Plcirnnlricd tetiSOrl Pomeroy Northwest, Inc.,.R©yce'A Berg: A.(.A., 1127 300.5eratlle; WA 9810 "1.(206) 58:3 - 8030• PERMITCENTER I. Basic Wall /Ceiling /Floor Types A. Wall: 5 -1/2 inch concrete wall with R -11 isulation and gypsum wallboard (GWB) B. Wall: 1 inch EIFS and gypsum board with R -11 insulation C. Wall: 1 inch tinted insulating glass D. Wall: Truck door E. Ceiling overhangs: 1 inch EIFS, gypsum wallboard, R -11 insulation F. Ceiling overhangs: Gypsum wallboard, R -19 insulation. G. Roof /ceiling areas: Built -up roof membrane, R -19 insulation, wood deck, acoustical ceiling tile II. Building Components Type A Wall: GATEWAY CORPORATE CENTER BUILDING 9 - NW 90052 CITY ENERGY CALCULATIONS - WASHINGTON STATE ENERGY CODE 1986 F ES 7 1991 Outside air film (vert) R = Concrete wall (5 -1/2" panels) R = Air space R = R 11 insulation R = 5/8 inch GWB R = Inside air film (vert) R = Total R Value. Total U Value Wall Area UwAw Inside air film R -11 Insulation 5/8 inch GWB sheathing 1 inch EIFS panel Outside air film Total R Value Total U Value Wall Area UwAw _ _ R= R= R= R= R= _ a 0.17 0.45 0.97 11.00 0.56 0.68 13.83 .0723 17810 S.F. 1288 0.68 11.00 0.56 4.17 0.17 16.58 .060 1,231 S.F. 74 Energy Calculations - Page 2 Type C Wall: Type D Wall: Type E Ceiling: reflective insul. glass R = 2.04 Total R Value = 2.04 Total U Value = .49 Wall Area = 9,966 S.F. UwAw = 4,883 Inside air film (vert) R = Truck door R = (Overhead door series 425) Outside air film R = Total R Value Total U Value Wall Area UwAw 0.68 6.62 0.17 = 7.47 = 0.13 = 1,365 S.F. = 177 Inside air film R = 0.61 R -11 batt insulation R = 11.00 5/8 inch GWB R = 0.56 1 inch EIFS R = 4.17 Outside air film R = 0.17 Total R Value = 16.51 Total U Value = .060 Wall Area = 2,396 S.F. UfAf = 144 Leason Pomeroy Northwest, Inc., Royce A. Berg, A,I,A., 1127 Pine Street, Suite 300 Seattle, WA 98101 (206) 583.8030 Energy Calculations - Page 3 Type F Ceiling: Type.G Ceiling : Inside air film R -19 batt insulation 5/8 inch GWB Outside air film Total R Value Total U Value Wall Area UfAf UfAf R - R= R= R= 0.61 19.00 0.56 0.17 20.34 .049 660 S.F. 32 Outside air film R = 0.17 B.U.R. Membrane R = 0.33 1/2 inch wood deck R = 0.62 R -19 insulation R = 15.74 (including framing members) Inside air film R = 0.61 Air plenum (not included) 3/4 inch ACT (not included) Total R Value = 17.47 Total U Value = .057 Ceiling Area = 48,610 S.F. Leason Pomeroy Northwest, Inc., Royce A. Berg, A.I,A„ 1127 Pine Street, Suite 300 Seattle, WA 98101 (206) 583-8030 2 Energy Calculations - Page 4 III. Wall Area Calculations Uo = (7593 + 187 + 1701) 82727 Uo = 0.115 R = 8.73 B. U0 Actual Uo = 1288 + 74 + 4883 + 177 + 144 + 66 + 2782 82727 Uo= 9414 82727 U0= 0.114 R = 8.79 Actual Average R Value = 8.79 8.73 Required R Overall thermal performance (U0 of the building envelope per Chapter 4 of the 1986 Energy Code. A. Uo Required Uo = (Wall * .25) = (Soffits * .05) + (Roof * .035) Wall Area + Floor Area + Roof Area (30372 * .25) + (3745 * .05) + (48610 * .035) 30372 + 3745 + 48610 'OYC . B STATE OF WASHI 265 REGISTERED ARCI"IITEGI RG I GTON lesson Pomeroy Northwest, Inc., Royce A. Berg, A,LA., 1127 Pine Street, Sulte 300 Seattle, WA 98101 (206) 583.8030 3132L.001 PROJECT: GATEWAY PHASE V/TUKWILA January 24, 1991 . C OMBINED LEGA(. DESCRIPTION FOR BUILDINGS 8 & 9 PROPOSED GATEWAY CORPORATE CENTER RECEIVED cm (IP Ti Ml n FEB 7 1991 PERMIT CENTER That portion of the Stephan, Foster Donation Claim No. 38 and of the C.C. Lewis Donation Claim No. 37, in Section 10, 11, 14, and 15, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: COMMENCING at a point which bears North 40° 01' 05" West 920.15 feet from a monument at the point of intersection of a curve on the centerline of the Duwamish - Renton. Junction Road, said point of intersection being approximately 1000 feet East and 20 feet South of the quarter corner between said Sections 14 and 15; THENCE North 49° 24' 00" West 83500 feet on a line parallel to and 150.00 feet Northeasterly of the centerline of said Duwamish- Renton Junction Road, to a point which bears North 81 ° 44' 15" East 199.17 feet from the point of curve on the centerline of said Duwamish - Renton Junction Road, said point of curve being approximately 1200 feet North and 440 feet West of the quarter corner between said Sections 14 and 15; THENCE South 40° 36' 00" West 20.00 feet to the Northeasterly margin of the right -of -way of the Puget Sound Electric Railway, as established by deed recorded under King County Recording No. 310898 (and now known as the City of Seattle Transmission Line right -of -way); THENCE North 49° 24' 00" West along said right -of -way 980.29 feet to the TRUE POINT OF BEGINNING; THENCE South 49° 24' 00" East 400.00 feet; THENCE North 40° 36' 00" East 702.10 feet; THENCE North 49° 24' 00" West 325.00 feet; THENCE South 79° 15' 35" West 12.81 feet; THENCE North 49° 24' 00" West 67.00 feet; THENCE South 40° 36' 00" West 692.10 feet to the TRUE POINT OF BEGINNING. DATE 6 r7 " 91 * * REVISION SUBMITTAL * * PROJECT NAME ' ► Y CA Q:PoKP ADDRESS CONTACT PERSON Pt/611par f n1 1 '4.4 L N n' HONE gi - `I 0 ARCHITECT OR ENGINEER PERMIT NUMBER PLAN CHECK NUMBER D?I ' O5a •r 1 '114. 41 11 . 1� TYPE OF REVISION: _ UPC,f.trAgb tbtC) Sr k)t) YZ €V 1,2(21/4) 7 Qe,m►ra Pa 9gQuYsr SHEET NUMBER(S) �IJ��ITi �i'i1 "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: IC01 Op.o.ist CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 (If previously issued) RECEIVED (ITV OF TI 1K WILA MAY 7 1991 PERMIT CENTER x-6030 DATE _5:15 PROJECT NAME CAM Luv prx CO acchclss eeN I G. tJIJU LDI t & �J ADDRESS ' )0 5 CArrW WE PHONE 24-t ARCHITECT OR ENGINEER 1 N J cirxi< (f/ t ttov G t ITV& 5R-M7)0 PERMIT NUMBER N -k (If previously issued) PLAN CHECK NUMBER 51- {Jt4l/ CONTACT PERSON * * REVISION SUBMITTAL SUBM1 TIED TO: 10.---M 1■. CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 'Ia'L, rr ry RECEIVED I MAY 7 1991 PERMIT CENTER SHEET NUMBER(S) 1 "Cloud" or highlight all areas of revisions and date revisions. QatarPO stki2 arie RoOr • Arcliiter tuce and :Planning • LeasQh•Pnmergy Norlrrwest,•Inc.,.Royce F�.'Borg; A.I:A:, 1127. Piny; Street:-Suite 300 Seattle, WA.98104 (206) :8030' -,•_ TRANSMITTAL T6:i ty of Tukwila Building Department 6230 Southcenter Blvd. Tukwila, WA 98188 Attn: Ken Nelson Re: Description: Remarks: IN Sent per your Request ❑ For your Use /Reference ❑ For Review and Comment HAND DELIVERED By: cc: Paul R. Coppock izoa tue 2 sets Construction Drawings dated Bid Set 4/17/91 ❑ For Approval ❑ For Distribution ❑ For your Records Date: May 7, 1991 Project Name: Gateway 8 & 9 Project No: NW 90052 ❑ Other: RECEIVED r rry PTI IKWILA MAY 7 1991 PERMITCENTER C �! j & //7/7f ACTIVIT ' LOG A WAY COMMENTS lI l I Mahan&DeSaEvo CONSULTING ENGINEERS April 10, 1991 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 91 -T -05 (Gateway Corp Center - Building 9) Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. We have no additional comments. Enclosed are the drawings, calculations, soils report and specifications for your use. Sincerely, Carl Geige CAG:3 cc: Leason Pomeroy Northwest Inc. 1127 Pine Street, Suite 300 Seattle, Washington 98101 1200.5th Avenue, Suite 1910 Seattle, Washington 98101 FAX (206) 624-8151 (206) 6248150 RECEIVED CITY OF TUKW11A AVH 1 1 PERMIT CENTER Mahan &DeSaevo CONSULTING ENGINEERS March 18, 1991 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 91 -T -05 (Gateway Corp Center - Building 9) Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. Our comments follow. Structural 1. The precast wall panels on grids 1, 16 and A act as concrete frames and must therefore meet the requirements of Section 2625(d). Provide for the requirements of this section including, but not limited to, the following: a) Transverse reinforcement in horizontal members. b) A ten inch minimum width for horizontal frame members. c) The development length of the top and bottom #7 reinforcement bars in the spandrel /horizontal frame members are not embedded far enough to meet the requirements of Section 2612(c) and Section 2625(g). 3. Provide two trim bars around openings in wall panels as required by Section 2614(d)7. One #7 bar does not meet this requirement. Consider placing bars in the vertical plane or making the wall section wider as appropriate for your design. 4. As required by Section 306 and Section 2625(j), call for a report by a qualified inspector and for continuous inspection of the placement of the reinforcement and concrete at the wall panels acting as moment frames. Please have the applicant respond to the above comments in itemized letter form and resubmit two copies of revised drawings and one copy of revised calculations, as required. All status inquires are to be directed to our receptionist. Sincerely, Carl Geiger CAG:2 4e,eit„. cc: Leason Pomeroy Northwest Inc. 1127 Pine Street, Suite 300' Seattle, Washington 98101 1200 - 5th Avenue, Suite 1910 Seattle, Washington 98101 FAX (206) 6248151 (206) 6248150 • '- r., MAR 19 1991 or; PLANNING OPT. ci I - O(U O PLAN REVIETN CITY OF TUKWILA Department of Community Development - Building Division Phone: (206) 431 -3670 PROJECT: E w A y PLAN CHECK NUMBER 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 ADDRESS: I 3 C� 3s DATE: TYPE OF CONSTRUCTION FLOOR AREA OCCUPANT LOAD EXITING REQUIREMENTS DETAILED REQUIREMENTS OCCUPANCY TYPE OF CONSTRUCTION PART V, CHAPTER 23, U.B.C. W.S.E.C. CHAPTER 51 -10, W.A.C. NOTES PREPARED BY: MA'zc> -1 15 f �t C5 V UI.)T l L..L_ I' S BLAC. OCCUPANCY GROUP B - l G � LOCATION ON PROPERTY N ^ 51 w 11.x(0 - W ) 1 - BUILDING HEIGHT /# OF STORIES a L1 2. (o 'I s u a LL.. — 1 - 0" - TA l.. 2 $G _ Gt A 5 ACC. L A 1/2, O rc acc loom WA-me FtOose II MO D'RAF T STOP RAT:: SHILL -) . A Sa NEE - V' 1 L,L 13e G K kt■Sba'a SOME FU tz TI Me% To A I-14) z i hSC esAS� T o L L.I MI TEL 3 Q1 LD1J DATE;/ ✓2. Sincerely, February 26, 1991 Ken Nelsen Plans Examiner CITY OF TUKWILA 6200 SOU%YICENTER BOULEVARD, TUh IVILA, IVAS///NCTON 98188 Paul R. Coppock / LPN Architect 1127 Pine Street, Suite 300 Seattle, WA 98101 PHONE #(2061.1334800 RE: Gateway Corporate Center Buildings 8 and 9 Plan check numbers 91 -059 and 91 -060 Dear Mr. Coppock: Submitted drawings indicates building 9 to be of unlimited size, the existing 60 foot access easement is proposed to be removed, and a new property line is proposed between buildings 8 and 9. The proposed property line will measured about 46 feet from the building, 60 foot required. Please address the following comments. 1. Provide information to maintain the 60 foot required yard for the east side of the unlimited building by property lines or a 60 foot "NO" build agreement. Provide an access easements to both buildings parking requirements. Contact me if there are any questions on these comments, 8:30 a.m. to 4 :30 p.m. at 431 -3670. Gary L. VaiI)asen, Mayor illr q-c)(co ri ll l Mahan &DeSa�Vo 1200 -5th Avenue, Suite 1910 Ill CONSULTING ENGINEERS Seattle, Washington 98101 FAX (206) 624-8151 (206) 6248150 February 21, 1991 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 91 -T -05 (Gateway Corp Center - Building 9) Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. Our comments follow. Structural 1. The wall panels at grids 1, 16 and A resist lateral forces primarily by bending and must meet the requirements of Section 2625(d). Revise design as necessary. 2. Show adequate development length of the spandrel flexural reinforcement into the column. 3. Clarify where the 52' spandrel shown on calculation page W -10 is used. 4. The design live load at the mezzanine, shown on calculation page L -4, does not comply with Table No. 23 -A. 5. Provide 2 - #5 trim bars around openings in wall panels as required by Section 2614(d)7. One #7 bar does not meet this requirement. 6. Provide calculations for soil bearing pressure at shear walls. 7. Provide calculations to show that the spandrels can resist wind loading and provide bracing as required. Please have the applicant respond to the above comments in itemized letter form and resubmit two copies of revised drawings and one copy of revised calculations, as required. All status inquires are to be directed to our receptionist. Sincerely, Carl Geiger CAG :1 cc: Leason Pomeroy Northwest Inc. 1127 Pine Street, Suite 300 Seattle, Washington 98101 CITY OF TUJKW1L A Dept. of Community Development - Building Division Phone: (206) 431 -3670 PROJECT: a 0L cx t p 13(6, 0 a ADDRESS: CONTACT DATE t PERMIT CENt'ER ACTIVITY LOG O 8 P. e COMMENTS PLAN CHECK NUMBER GI I- o(n o 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 61/4ut ofr. WC\ INITIALS CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 MEMORANDUM PHONE N (2061033.1800 TO: C�h 0•1. FROM: Utz FROM: j' - �S DATE: SUBJECT: o± wct. Co ((• • C ` -t7e i r 51r cto ra) rev i Q 6 -EA 't Gay L VgnDwen, Mayor inn 1t.•110'r *1 'ALM* ; 0,11 1.t:91Eat _ Hr iW ,t i :.0:6111 „ 411! Ar�:hitectufe and Pkanriing • € uson Pomeroy NJdrthwest,.Inc , Royce A Berg, A I.A:, 1127 Pir Street Suite 300'Seattle fi 'NA 9 1ti1.('06) 583 ' &'030 • TRANSMITTAL To: City of Tukwila 6300 Southcenter Blvd. Tukwila, WA 98188 ✓ 4 copies soils report ❑ Sent per your Request ❑ For your Use /Reference ER For Review and Comment By: cc: C For Approval ❑ For Distribution ❑ For your Records Date: Project Name: Project No: Attn: Denise Millard, Bldg Permit Coordinator Re: Gateway Corporate Center Buildings 8 and 9 Description: v City of Tukwila Building Permit Application Bldg 8 ✓ 1 City of Tukwila Building Permit Application Bldg 9 ki 4 copies legal description 1 check no. 34619 in the amount of $4,125 ✓ Permit Applications ' ❑ Other: February 4, 1991 Gateway Corp. Ctr NW 90052 ✓ 4 copies Structural Calculations by Kichard Hudson & Assoc. ✓ 4 sets stamped Construction Documents A -1 thru - - - C -1 thru C -4, L -1 thru L -4 ✓ 12 sets stamped Construction Documents C -1 thru C -4 V 2 copies Energy Calculations V 4 copies Project Manual /Specifications ;. ✓ 2 copies Storm Drainage Calculations For City of Tukwila plan check review. Note that General Contractor will submit design -build mechanical and electrical drawings at a later date. REF: SEPA file EPIC - 258 -85, updated SEPA checklist under review. HAND DELIVERED Paul R. Coppock 1 set plans: R. Hudson, D. Balmelli, M. Brumbaugh; W /encl: R. Hart; 1 set plans /specs: G. Minniear; Trans only: R. Berg, J. Layman k-Y F s. k1G f R GWt fslfrci I. TO WOOD fRINIANI& cEINL, TALL .)01 k 1 PER uec 2U40 Ore:: : car OM irrEv Wfieke ''.; wNK ' ovI o ' � 7 IvOra. PROMO we R E I;?FQ',U TO (WOE: A CC I IJTO ,R,. . Tr) eXC c , , ',P MI J t L� l 4ICtJ L. . GENERAL NOTES ROCK fAJVIPeR oRAI KI Petz. chit_ LOADING DOCK SECTION RF. ACCESS LADDER ROOF DIVIDER 3' -3' (CLEAR) s4I GWB OVE MTL. STUD, (TYPE 'X' IN 1 418 CONST WALL WITH SOUND ATTEN- UATION INSUL., SEE FLOOR PLAN.) WOOD BLOCKING LADDER 4 ENCLOSURE TO MEET OSHA REQUIREMENTS i; CEILING, SEE .SCHEDULE. ----N� ! i WALL- C014711.lU8r •--- i'uILoNG- 0 wu } 5 1 whu..s FINISH FLOOR VENT PiPE 3/4" C�Akfl - c R tioicoiL METAL CAP FLASHING (2) 2 x BLOCKING I-- 4xCNTSTRIP � EAi.MJr t'A!MST fPFO*faAt a i "' i",.Awl , Nth LEAD SLEEVE CAP / r ---- LEAD SLEEVE WITH FLANGE E FLASHING CEMENT. • G�TEEL f''LP' t E 'N/ 1401.G FOk CAN; ;,,:L,T , -5-MP.;E -D ColdC . C'G•C rca I' CONIC, =LOO GL ?' e -t.'ic ?1 r'. VELD COLLAR TO CANE BOLT BTtLN. GUIDES COLLAR 15 TO FR VENT CANE BOLT FROM BEI REMOVED - A.C. PAVING --- c E- r' ,,LE- r Mtn C ;'HUED W JOI1.1r' s a ~- 9)/9. >F 2'' sr I.. CTl. -F' N6R e f 1 r 6 ,A t.-t. E - r) G TESL" 1"n . ., I I 8' -C� I o al, 1 r� �''4 I I 20 : TRASH ENCLOSURE JAMB .........arm°.: TRASH ENCL DR SECTION �--- - CONC. PANEL, PAINT PER SPEC. 3` x 31/2' x 1 /4' (Xd4LY. STEEL AM LE TO MATCH FULL GATE HEIGHT iz' NNELSON STUDS ILELDED AT 1'•0' O:C., PAINT Tel MATCH CONCRETE WALLS. �-- • 31/2' X 31/2' X Sig" GALV. STEEL ANGLE FRAME ALL i ARO'U'ND, PANT TO MATCH METAL PANEL r 3 8' x 2' CROSS BAR STIFFENER WELDED TO STEEL Ai;LE FRAI"1E. ra r MaAL PANELS, VULCRAFI' TYPE 3N, 3' DEEP, OR EQ UAL., PAINT PER SPECS. 4' x 8' x 3'8' STEEL PLATE W/ DOLES FOiR CANE BOLTS EME3ED iN CONC. SLAB WITH STUDS. - 7 maw CANE BOLTS AT LOLER FRAME SECURE To 1 �4' PLATE TO ANGL FRAM HEAV i' DUTY HINGES, Wiz' PAIR PER DOOR, STANLEY I BB 601 -8', OR EQUAL, IiELD TO STEEL ANGLES. VENT STACK ,:. • - ••4 3 x 31/2' x ®' GALV. STEEL ANGLE FRAME ALL AROLND PAINT TO MATCH METAL FANEL MD WIZ' DIAL BAR ON REST LE FOR CANE BOLT BAR WELDED STIFFENER AL FRAME _4 HANDICAP STALL PLAN 13 : HANDICAP SIGN SEATING WALL That portion of the Stephan Foster Donation Claim No. 38 and of the C.C. Lewis Donation Claim No. 37, in Section 10, 11, 14, and 15, Township 23 North, Range 4 East, W.M., in King County, Washington, described a- follows: • COMMENCING at a point which bears North 40° 01' 05" West 920.15 feet from a monument-at the point of intersection of a curve on the centerline of the Duwamish- Renton Junction Road, said point of intersection being approximately 1001) feet East and 20 feet South of the Quarter corner between said Sections 14 and 15; THENCE North 49° 24' 00" West 835.00 feet on a line parallel to and 15G.O0 teat Northeasterly of the centerline of said Duwamish- Renton Junction Road, to a point which bears North 81 ° 44' 15" East 199.17 feet from the point of curve on the centerline of said Duwamish- Renton Junction Road, said point of curve being approximately 1200 feet North and 440 feet West of the quarter corner between said Sections 14 and 15; THENCE South 40° 36' 00" West 20.00 feet to the Northeasterly margin of the right -of -way of the Puget Sound Electric Railway, as established by deed recorded under King County Recording No. 310898 (and now known as the City of Seattle Transmission Line right -of -way); THENCE North 49° 24' 00" West along said right -of -way 980.29 feet to the TRUE POINT OF BEGINNING; THENCE South 49° 24' 00" East 400.00 feet; THENCE North 40 36' 00" East 702.10 feet; THENCE North 49° 24' 00' \''est 325.00 feet; THENCE South 79° 15' 35" West 12.81 feet; THENCE North 49° 24' 00" West 67.00 feet; THENCE South 40° 36' 00" West 692.10 feet to the TRUE POINT OF BEGINNING. LEGAL DESCRIPTION LINE O l VE� 4 ic-L g)0 LOCATION: CODE: ZONING: SEISMIC: CONSTRUCTION TYPE: Bldg 8 V-N Sprinider Bldg 9 V -N Rprinkter OCCUPANCY: Bldg 8 13-2 (Retell) Bldg 9 B -2 (Industrial) ALLOWABLE FLOOR AREA: B ,.. I Ida9 CODE DATA Tukwila, Washington UBC 1988 Editio.e, Current Cfty of Tukwla Belding Regulations M•1 (Light Industry) Zone 3 ♦ r F :.. : ,; . -,. I : ; . +I r .000 S.F. 100% . , • . ration t roe s es. • ' nkler 64,000 S.F. (100% separation three sides, spdnfdered with 2nd Floor) ± 1 7 200 ± 47,260 S.F. (future mezzen rte /second floor to be constructed with tenant Improvement work) IMPERVIOUS SURFACE: Slog 8 ± C6,474 S.F. Bldg 8 163,949 S.F. COVERAGE: Bldg 8 21.5% BuNdtng ± 83.2% Impervious Surface Bldg 9 + 23.6% BuidIng ± 81.6% Impervious Surface BUILDING SETBACKS: 25 feet front yard 5 feet rear yard 0 feet side yards ALLOWABLE HEIGHT: Bldg 8 115 feet (per zoning) 40 feet (per UBC) Bldg 9 115 feet (per zoning) 417 feet (per UBC) BUILDING 8 17,200 S.F. Parking Required 43 Stalls Standard 30 Stalls (709b) Handicap 1 Stall - 1 per 100 BUILDING 9 47,260 S.F. (94,520 S.F. with full second floor) assuming 100% ofIke Parking Required: 230 Stalls ✓ Parkin Provided 28 Stalls f/ Standard 166 Stalls (70%) Standard 218 Stalls Handlcan 3 Stalls 1 per 100 Compact 76 Stalls Handicap 4 Stalls All materials and workmanship shall conform to the 1988 UnIform Building, Mechanical and Electrical Codes and Local Codes. Typical or similar details shall apply where no specific details are given. The Contractor shall verify all dimensions, elevations and conditions prior to construction. All dimensions are to take precedence over scale shovm on plans, elevations, sections and details. 5. All exit doors to be operable from inside building wtthoui keys or special knowledge. 6. Owner and Contractor to determine extent of tenant improvement work as related to shell construction where not specifically defined on drawings. 7. Fire extinguishers shall be provided per NFPA # 10, type 2A1OBC. 8. All Interior wall covering materials in pass B occupancies shall be fire resistive or shall be treated to be fire resistive, so as to result in a flame spread rating of at least Class III (Class Irfor exitways, Class I for enclosed vertical exitways). Deliver certificate to the local Fire Department. 9. All interkx walls attached to suspended ceding system to meet the requirements of UBC Sect'on 2309 and UBC standard 48.1815. 10. Penetrations in walls requiring protected openings to be fire stopped per UBC Section 4304(e). 11. Penetrations in floors and ceilings requiring protected openings to be fire slopped per UBC Section 4305(a). 12. Wood used in permanent partitions of noncombustible construction shall have fire- retardant treatment per UBC Table 17 -A, note no. 2. 13. Walls are to firestopped per UBC Section 2516 (e (for combustible construction only). VICINITY MAP OWNER: CONTRACTOR: ARCHITECT: CIVIL: LANDSCAPE: STRUCTURAL: SOILS ENGINEER: MECHANICAL: FIRE PROTECTION: BEDFORD PROPERTIES 12720 Gateway Drive Suite 107 Seattle, WA 98168 (206) 241 -1103 fax 241 -2191 Robert Hart STEPHEN GW INN ASSOCIATES 12535 15th Avenue N.E. P.O. Box 33978 Seattle, WA 98133 (2206) 367 -9393 George Minniear LPN ARCHITECTS & PLANNERS, INC. 1127 Pine Street Suite 300 Seattle, WA 98101 (206) 583 -9030 fax 583 -0708 Pau! R. Coppock BARGHAUSEN CONSULTING ENGINEERS. INC. 18215 72nd Avenue South Kent, WA 98032 (206) 251 -6222 fax 251-6782 Dan Bpirnelli BRUMBAUGH & ASSOCIATES 133 7th Avenue West Kirkland, WA 98033 -5301 (206) 822 -5395 fax 822 -1105 Mark Brumbaugh HUDSON & ASSOCIATES 160512th Avenue Suite 18 Seattle, WA 98122] (206) 324 -6160 fax 324.6248 Richard Hudson GEOENGINEERS, INC. 2405 14Cth Avenue N.E. Suite 105 Bellevue, WA 98005 (206) 746-5200 fax 746.5066 Jay Gordon Design-BM Design-BM Design -8u:kf 111 Stalls 91 Stalls 17 Stalls 3 Stalls A.C.T. A.F.F. ALUM. ASPH. ANOD. BM. BD. BLDG. BL K'G, ctC- �oL.. CONC. CONST. CON I'. GA. GALV. GL G.L.B. GYP. C.W.E. H.P. H.P.S. HOV R. HOT. HCP. HR. HORiZ. H.B. SYMBOLS SHEET INDEX ACOUSTICAL COUNG TNT tl10VE FINISHED FLOOR ALU6tNtIM ASPHALT ANODIZED BEAM BOARD BUILDING BLOCKING CEUNG CENTER UNE COLUMN CONCRETE CONSTRUCTION CONTINUOUS DRINKING FOUNTAIN DETAIL DIAMETER DIMENSION DOWNSPOUT DOOR DRAWING E.F. EXHAUST FAN E.I.F.S. EXT. INSUL. FINISH SYSTEM ELEC. ELECTRICAL ELEV. E'- EVATItNt ENG. ENGINEER EQ. EQUAL EQUIP. EQUIPMENT EXIST. EXISTING EXP. EXPANSIJN EXT. EXTERIOR E.W.C. ELECTRIC WATER COOLER F.E. FiRE EXTINGUISHER F.E.C. FIRE EXTINGUISHER CABINET FACS1N. FACTORY FINISH F.D. FLOOR DRAIN F.D.C. FIRE DEPT. CONNECTION FT. FEET F.F. FINISHED FLOOR F.H. ARE HYDRANT FIN. FINISH FL FLASHING FLR. FLOOR Frc. FOOTING FDN. FOUNDATION F.O.C. FACE OF CONCRETE F.O.F. FACE OF FRAMING GAUGE GALVANIZED GLASS GLU- LAMINATED BEAM GYPSUM GYPSUM WALL BOARD HIGH POINT HIGH PRESSURE SODIUM HARDWARE HEIGHT HANDICAP HOUR HORIZONTAL HOSE BIBB ABBREVIATIONS Door Number P. oject Data MFR. MAIL. MAX. IfECH. MiL. MIN. MIX. R.L R.B. REC. RECP. REINF. R.D. RM. REF: L. S SPEC. STD. S71. STRUCT S &V. TELE. TEMP. T. T.O.P. TYP. T.I. T.W.C. U.O.N. V.C.T. V.W.C. VENT. VERT. W.C. W.COV. W.H. W! R. W+rn. Grid Lines - Column Room Number Flr�, e, tin ee pea Ica ions Building 8 Landscape Plan Building 9 Landscape Plan Building 3 Irrigation Plan Building 9 irrigation Plan Landscape Details lA I A -2 Site Plan A-3 Building 8 Floor Plan and Elevations A - Building 9 Floor Plan and Elevations A -5 Wall Sections A -6 Roof Plans A -7 Roam /Door Schedule; Details S -1 Building 8 Roof Framing /Foundation 5-2 Building 9 Roof Framing /Foundation S -3 Foundation Sections S-4 Roof Sections 3 -5 Root Sections 5-6 Panel Connections S -7 Building 8 Panel Elevations S - 8 Building 9 Panel Elevations S -9 Building 9 Panel Elevations S - Building9 Panel Elevations /Sections JOINT JOIST LAVATORY MANUFACTURER MATERIAL MAXIMUM MECHANICAL METAL MINIMUM MIXTURE NOT TO SCALE NUMBER: NOT IN CONTRACT OFFICE ON CtTER OVERFLOW LEADER OPERABLE OPENING PANEL. PARTITION PLATE PLASTIC LAMINATE PLYWOOD PROPERTY UNE PATCH AND PAINT RAIN LEADER RUBBER BASE RECEPTION RECEPTACLE REINFORCING ROOF DRAIN ROOM REFLECTED SHEET SIDING SPECIFICATION STANDARD STEEL STRUCTURAL STAIN AND VARNISH TELEPHONE TEMPERED TOILET TOP OF PARAPET TYPICAL TENANT IMPROVEMENT TACKABLE WALL. COVERING UNLESS OT1iERWISE NOTED VINYL COMPOSITION TILE VINYL WALT. COVERING VENTILATE VERTICAL WATER CLOSET WALL COVERING WATER HEATER WATER RESISTANT WOOD Sectinll or Detail Numbers Drawin • where Section or Detail is Drawn Portia! ia! or ull Section Wa_ lI Sections Detail - Section or Tar et interior Finished Wail Elevations C -1 Grading and Storm Drainage Plan C -2 Temporary Erosion Control Plan C- -3 Sanitary Sewer and Waterline Extension Plan C-4 Details, Sections And Construction Notes Interior Stud & Dr oil 1 2 metal studs 25 ga. at 2 --0 o.c. w/ 5/8" GWB each side up to ceiling. Extend to roof deck where noted on dwgs Stud & Dr all w Sound Batt Inulation 3 1 2 metal studs at 2 -3 o.c. GWB each side thru ceiling. C162K2fOCSO One Hour Rated Walls 3 1 2 metal studs 25 ga. at 2 -0 o.c. w/ 5/8" type 'x' 0W9 each side & Batt Insulation .up to structural framing. BEENVIIMENM Concrete Walls Shear wolls Columns Two Hotir Rated Elevator Door Shaft Woll 1' L inear attached to "J" molding 1 3/8" type "s" screws at 2'--0" w/ 2 layers of 5/8" type 'x' GWB (see details). One Hour Rated Elevator & Mechanical Shaft Walls Shall conform to U.S.G. cavity wall system similar to 212 CH 22 w/ studs spaced at 2 ° --- 0 "o,c. w/ sound butt insulation and braced to floor and roof s 'stems. Contractor may use 3 1/2 studs at 2 -0 w/ 5/8" type x" GWB each side w/ sound butt insulation, at his option. All walls to extend full height of the shaft. Brace at floor and roof framing NO DESCRIPTION �RMIT SUf5MF7TAL,. OLCC7. OePr CORPECTID46 Et1, -.;fir JOB NO: 90052 DATE : 2•1•91 DRAWN : PAUL !MAY 07 SHEET NO OF r`��'• „ v0 f• . In 1111111 0 te?I45:d.M 1 CC 6Z 84 LZ 9Z I NIIIi 1 .II61I1:1 1 IIIII III III IIIIIII iII L:Il(j1 1 iI 1; 2 1 III III IiIJII IIIiIIIIiIIiII IJIJI I III III III IJI I�1!III iii iII III III III III III III ill III III 'III I III I IIi I I {I I I(I I ill I l l I ��i I I I I l�� i 1 I�3 10 11 MatPOfRMAWr III 12 4 5 6 7 8 g NOTE: If the microfilmed document is Less clear than this notice, it is due to the quality of the original document. Sr 1 7Z EZ ZZ dirt O z 6L et L.t 91 St fit Et Bt ll Qt. 6 9 L 9 I IIII_Illlltlll!L 111111 {I,I'll! r !,( III(!II!! ltd! II!! 11{ IIIIIIIII! I�IIII (!I,illIll!I ;L'i!{IlII!Ilull Ili(! ill�IIIIIIIII! ll!! II! II!! liIIll ,illllllllllllllllllliilllllll L VI" O ! Ii llllllllllil! If! 1! �Il!! !Inl!!!I!Illlllllil!�!Ilill!!I{ SYMBOL BOTANICAL NAME / COMMON NAME SIZE SIZE NOTES O f ACER PLATANOIDES 'EMERALD QUEEN' / NORWAY MAPLE PHOTINIA FRASERI / PHOTINIA EUONYMUS JAPONICA 'MICROPHYLLA' / BOX -LEAF EUONYMUS RHODODENDRON 'ROCKET' / RHODODENDRON RHODODENDRON 'GOMER WATERER' / RHODODENDRON NANDINA DOMESTICA 'COMPACTA' / HEAVENLY BAMBOO HEDERA HELIX 'HAHNS' / HAHN'S IVY HYPERICUM CALYCINUM I HYPERICUM SOD LAWN ANNUAL COLOR BEDS 2" CAL. B & B, MATCHED FORM ACER RUBRUM 'RED SUNSET' I RED MAPLE 2" CAL. B & B, MATCHED FORM PRUNUS C. 'THUNDERCLOUD' I FLOWERING PLUM 2" CAL. B & B, MATCHED FORM BETULA JACQUEMONTII / JACQUEMONTI BIRCH I • 2" CAL. B & B, MATCHED FORM 40 ACER CIRCINATUM / VINE MAPLE 6 -6' HT. B & 6, MULTI STEM �l • n� �l. PINUS NIGRA 1 AUSTRIAN PINE 6' HT. B & B, MATCHED FORM C n r C CALOCEDRUS DECURRENS / INCENSE SE CEDAR 6 HT. 6' B & B, MATCHED FORM JC JUNIPERUS C. 'TORULOSA' / HOLLYWOOD JUNIPER 15 GAL. FULL FOLIAGE IC ILEX CRENATA 'CONVEXA' /JAPANESE HOLLY 24 -30" FULL FOLIAGE EA EUONYMUS ALATA 'COMPACTA' / DWARF WINGED EUONYMUS 21 -24" FULL FOLIAGE PL PRUNUS L. ' OTTO LUYKEN' / 0170 LUYKEN LAUREL 18 -21" FULL FOLIAGE BV BERBERIS VERRUCULOSA / WARTY BARBERRY j 18 -21" FULL FOLIAGE MA MAHONIA AQUIFOLIUM / OREGON GRAPE 21 -24" FULL FOLIAGE CS CORNUS STOLONIFERA I REDTWIG DOGWOOD 24 -30" FULL FOLIAGE CH CISTUS HYBRIDUS / WHITE ROCKROSE 21 -24" FULL FOLIAGE I , SYMBOL. BOTANICAL NAME / COMMON NAME SIZE NOTES RR RG ND Nth PF EJ mo PHOTINIA FRASERI / PHOTINIA EUONYMUS JAPONICA 'MICROPHYLLA' / BOX -LEAF EUONYMUS RHODODENDRON 'ROCKET' / RHODODENDRON RHODODENDRON 'GOMER WATERER' / RHODODENDRON NANDINA DOMESTICA 'COMPACTA' / HEAVENLY BAMBOO HEDERA HELIX 'HAHNS' / HAHN'S IVY HYPERICUM CALYCINUM I HYPERICUM SOD LAWN ANNUAL COLOR BEDS 21 -24" 15 -18" 24 -30" 24 -30" 24 -30" 4 "POTS . 4" POTS FULL FOLIAGE FULL FOLIAGE FULL FOLIAGE FULL FOLIAGE FULL FOLIAGE 18" O.C. 18" O.C. SEE SPEC. N.I.C. I • . HE JOB NO.: 9101 DATE: 125 '1I DRAWN: i< CHECK: Ile L 2- 13E .- PLANT SCH H (-r Y{''. i j 3 °L - Z7 E,.1 A 601 -0P- }1 3PL EA-- f'1^E -, EFVE 4 FrzUTE.e.:.T EX15T f f 4 r E L A---, .t-I Y t er 1 U E u S.; Er' T ,!01 TI G'1`{ ��TI VIII Ems. INTERURBAN AVENUE S. b G H --- 1 S" x 1 e Er Pf - E�}���T CONIGf PJTE. F VE.1r'S Er Building 8 ./r.Ts.(f'. `.t ., , ✓:L ti",.�.':ti %'. ! C j a,... I a':�✓ J.i �, �: .•f �fL` `; OMB ll Ii IIIIi 1111111II11111111III111I - IJlI. IIq 11IIIIIIIIIlIIIII IIIIIIIIII, iI II1111111111IIIIIIIIII IIIIIIIIIf II IIIIIIIIIIIIIIIIIIIII1IIII 0 ¶ THS INCH 1 2 3 i 5 6 7 8 5 `J NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. LANDSCAPE NOTES 1. GENERAL CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS PRIOR TO COMMENCEMENT OF LANDSCAPE WORK. GENERAL CONTRACTOR TO. PROVIDE SUBGRADES IN ALL LANDSCAPE AREAS AT 4" MINUS FINISH ELEVATIONS +1- 1 /10TH OF A FOOT. 2. LANDSCAPE CONTRACTOR TO PLACE AND FINE GRADE IMPORT TOPSOIL AS REQUIRED TO MEET FINISH ELEVATIONS PER THE SPECIFICATIONS. 3. GROUNDCOVER SHALL BE INSTALLED PER THE SPECIFIED VARIETY AND SPACING WHERE INDICATED ON THE PLANS. GROUNDCOVER SHALL BE iMSTALLED CONTINUOUS UNDER SHRUBS AND TREES. 4. LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL APPROVAL PER THE CONDITIONS IN THE SPECIFICATIONS. 5. LANDSCAPE CONTRACTOR SHALL MAINTAIN LANDSCAPE UNTIL FINAL APPROVAL. PROVIDE A ONE YEAR LANDSCAPE MAINTENANCE FEE AND SERVICE PROPOSAL WIT I THE CONSTRUCTION BID. ONE YEAR MAINTENANCE PERIOD TO COMMENCE UPON FINAL APPROVAL,. 6. LANDSCAPE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS AND FEES AS REQUIRED BY APPLICABLE CODES AND ORDINANCES FOR THIS WORK. 7. LANDSCAPE CONTRACTOR SHALL PROVIDE PROTECTION OF ALL PROPERTY, PERSONS, WORK IN PROGRESS, STRUCTURES, UTILITIES, WALKS, CURBS AND PAVED SURFACES. VERIFY LOCATIONS OF ALL UNDERGROUND UTILITES PRIOR TO COMMENCEMENT OF WORK AND PROTECT SAID UTILITIES. 'CALL BEFORE YOU DIG '1 -800- 424 -5555. 8. LANDSCAPE CONTRACTOR TO PRESERVE AND PROTECT EXISTING LANDSCAPE TO REMAIN. REPAIR AND r1EPLACE ANY DAMAGE CAUSED BY CONSTRUCTION ACTIVITIES. 9. LANDSCAPE CONTRACTOR SHALL VERFIY THAT POSITIVE DRAINAGE EXISTS IN ALL LANDSCAPE AREAS PRIOR TO INSTALLATION OF PLANT MATERIAL. IMMEDIATELY NOTIFY OWNER'S REPRESENYATIVE IN WRITING OF ANY ADVERSE DRAINAGE CONDITIONS WHICH MAY AFFECT THE HEALTH OF PLANT MATERIAL TO BE INSTALLED. 10. REFER TO CIVIL ENGINEERING PLANS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS FOR GRADING AND UTILTIES INFORMATION. 11. REFER TO SPECIFICATIONS AND PLANS FOR ADDITIONAL NOTES. sae 1111 9 10 11 wz€INOERM.WY 12 e O£ s ee Lz 9z sz 4 7z Ez zz tz 0? 6I et it 9I GI yI Ct at a 01. 6 D� c 9 s $ I wW 0 1 ' I I � I l 1111lillfl!II 1111!11!!III∎II11!li Illl 1Illill! 1! I lillllll ,!1111111111h11 11!,II11�1; I!IIIfL! �lil!�I!,I�,,I ! I! IIIIII� !II11iI�IIIIItI!'I!IIIIII!! III!!! Illlil�l!! II! Ill�lllilllii�lll !(IIII�I!I!II!i1 +1!1!!!!11 Ifll!!I ( III JJ ' I 1 I ' ! '1 I II :.: !!. III! iln! ll. il( I !I,II�II.!I.�i r --7 G� FF+ 5 � 3 I ?..) E.J Scale: 1 "= 20'-O" , 'r FP STATE OF WASHINGTON REGISTERED? LANDSCAPE ARCHITECT LANDSCAPE ARK 11 8AUGH CEA>i+FICATENO. . ,` S. • ,`; c, RECEIVED art OF TI IKWILA MAY 7 1991 PERMIT CENTER 133 Seventh Avenue West Kirkland, WA 98033 -5301 Phone 206 822 -5895 Fax 206 822 -1105 Landscape Architecture 12x132 a • "1 . ‘1)', '•1' . Y � ; , i et al j' ` r "s is i ti, , I .�' r '« 1 1 \ t� I \1 1 t I s r •q} i ` 2 VS I , � Ss" r K . . c d by F '. •4 f 1 "�..� , " I• _ti Vt ; :.:\ ff 1 ` 4 J _ i 4T • .iI ,, ,y5 �. Z '‘.4,• t , ,,-,: - 1 - 4 .:\ . • •.. �: I.Y. A) L • '11 /'a s I2 i nkton 2r; •ti , \ ft ` L� \ s p 2 ''' { , I :. L ; k SITE • VICINITY MAP 2� r tr 4- ! , • 30'1 • 4 , --- • Llls r . = • ti / 4\, °s ' f 1 , ft • " I -8 <1 ,,0 . L ` r _ y J f ; + 3 s is: \I . I I L .I ri • t I •\ 1 �t a• cc/ J.,. Y,. . '- �7Y. r,•�r <'� •.'-fit 30' 5 t1W A Y 111 \ 1 -- LM 4,1 • it -1,r • y ; • ti 50' fil_i . It l ` • REN 01\12,., 4t r y . f 1 '�1 .. .•. , }•f ^ I t il ".` f l s =f1 L EX. SS MH EX. SAN. SI• WER LIFT STATI N - SS}►i M = 16.94 EX. I.E. = 5. I.E. IN a 4.1 • EX. SAN. SEWER -- disr Ch .Jv EXISTING FIRE HYDRANT EX. CB RIM = 13.59 I.E. = 11.69 (8" DI E) A. EXISTING --- F IRE HYDRANT 50' • • RIM SS 6 MH 3 �` LE, = 4.78 (12' CONC. E) ' LE. = 4.29 08" CONC. N) LE. K 4.13 (I8" CONC. S) cc IQ I w a x)� al <I I NI 0 0 `I 'r I i /1 1 wl cc I W' a. U rn C) a J / I m CI C] a� 74:cg, c bm. CO ° Z CD 49 imm CO 0 C a l 'elm 0 op ttsi alb ' [S CC1 (10 co . 0 co : � I 1I a.i • co. T t CO' cr Fla 4-.) V v 's I CI C C■i - • 0 : 0 0 (0 0 0 V O O c r`7 0 II 3 N CO X W 4 `�- �i I XI W I 4 0 EX. SS MH S RI m *10 TYPE 1.0% 45' CS *l . 14.0 11.80 14 8 100 LF 8' SD @ 0.5% 14,8 __ 14.8 , >' z 146 14.6 45' RIDGE LSE 16.1 11 ii II 0 U 0 In e C 7� tj0 LEGEND: 14.8 14.5 HP 14.8 14.6 '1 .8 15.5_ I P 1 4.8/ I4.8 14.5 HP 14,8 EX. 8' SD TO BE REMOVED 148 -_r EXISTING CONTOURS EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION F LOW DIRECTION EXISTING STORM DRAINAGE PROPOSED STORM DRAINAGE EXISTING WATER EXISTING SANITARY SEWER CONCCRETE WALK ASPHALT PAVEMENT EXISTING EDGE OF PVMT, i .L4a_8__ __ 14.8 1.0% l EXOSTIIINIG LLD. Y EX. WATER ER MATCH EX. CURB WITH EX: SIDEWALK CURB NEW CURB, GUTTER & GUTTER TO BE AND WALK - REMOVED ..NEW 24' 301 REMOVE RIM 13.56 #cg EX. CB - • LE. = 11.86 (8" DI E) N 4O -31 ' .0'r -E•, • y LANDSCAPE AREA • t.• EX. S.S. 1.0% EX. 8" SD TO BE REMOVED _ � - - --EX. CB RIM = 12.56 �\ LE. = 11.16 18' DIN) LE. = 10.96 (8' DI S) CB #9 TYPE I RIM 0 14.0 I.E. = 11.30 BUILDING 14 F.F. = 15.5 EX. 8' SD TO BE REMOVED -CB *8 TYPE I RIM a 14.0 I.E. = 10.80 (u ... !// \. REMOVE EX. CB RIM = 14.67 LE. a 10.57 (8' DI El LE. = 10.57 (8' DI N) LE. TI0.77 ( 8' DI WI N - REMOVE EX. CB HIM = 12.86 LE. r. 9.96 (8' DI S) LE. = 9.96 (8' DI NW) EX. 8' SS • l48 >11 Olt WI I W 11 cn I ° II boll • w.A II II 0 II I I III Oil I II - 15 LT I2" SD 0.8% CB TYPE RiM # \T I 3 16.2 I.E. = f0 EX. 8' SD TO BE REMOVED 14.8 14.8 14.8 N14.8 \4•P, -XIS T ING 12" WATER LANDSCAPE AREA - T - - 1 N 40 3+81)0" E. 190 "00' EX. PWR. VAULT a BOLLARDS 0 O a P N / z 14.5 1 i i i 14 . 14 20' Grading & Storm drainage Plan Gateway Corporate Center - Phase V -- EXIST. 8' WATER LINE w vi _ NEW 1 30' ENT ANCE 14 5 14.5 CL EX. SS MH I E IN .• 6.58 /I.E. OUT = 6.38 RIM #173 TY 1. PE I LE, 11.2 4 60LF8'SDd 0.3% 14.8 Mt( TYNE I Wenn GATEWAY DRIVE (EXISTING) - NEW 6' WIDE CONC. WALK F .-EXISTING CURB LANDSCAPE AREA • RI 13.7 125 LF 8' SD 02 REMOVE EX. CB RIM c 14.19 REMOVED iI4.3 HP EXISTING 12' WATER .! RIM -4 EX, SS RIM = 15.02 CONC. RE TAINING WALL PER ARCHIT. PLANS 15.45 1.0% \LEGAL DESCRIPTION: Thatvortion of the Stephan Foster Donation Claim yd. 38 and of the C.C. Lewis Donation Claim No. in\Section 10, 11, 14, and 15, Towns" 23 North, Range 4 East, W . M .. in King County, Washington described 35 follows: • COMMENCING point-whieh- bears North 40° 01' 05" West 920.15 feet from a monument at the point of intersection of a curve on the centerline of the Duwatniz.h-Renton Junction Road, said point of intersection being approximately 1000 feet East and 20 feet South of the quarter corner between said Sections 14 and 15; North 49° 24' 00" West 835.00 feet on a line parallel to the 150.00 feet Northeasterly of the centelline f said Duwamish-Renton Junction Road, to a point which bears North 81° 44' lb" East 199.17 feet fe%),,1 the point of curve on the centerline of said Duwamish-Renton Junction Road, said point of curve being approximately 1200 feet North and 440 feet West of me quarter corner imtween said Sections 14 and 15; THENCE South 40° 36' 00" West 20.00 feet to the Ncrtheastedy margin of the right-of-way of the Puget Sound Electric Railway, as established by deed recorded under King Crunty Recoreino No. 310898 (and now known as the City of Seattle Transmisr,ion Line right-of-way): THENCE North 49° 24' 00" West aloco said right-of-way 980.29 feet to tke TRUE POINT OF BEGINNING; THENCE South 49° 24' 00" East 400.00 feet; THENCE North 40° 36' 00" East 702.10 feet; THENCE North 49° 24' 00" West 325.00 feet; THENCE South 79° 16' 35" West 12.81 feet; THENCE North 49° 24' 00" West 67.00 feet; THENCE South 40° 36' 00" West 692.10 feet to the TRUE POINT OF BEGINNING. \man mow EXIST. 8' WATER LINE - • • .8 TYPE I BUILDING #9 Co w 15.45 15 4 15.45 011••• 01110111• RIM 'I 13.50 14 EXOSTONG BLDG. 60 t.r S SD 15.45 RIM .111.50 EX. SS MH 14.3 12: 15. SD 11-`,9.6% SURVEY DATA: NEW ENTRANCEI DOCK HIGH LOADING' 1.0% 14 2 HP • //c, RIDGE LINE Cs 41 RIM 4. 13.70 14.5 LANDSCAPE AREA BE REMOVED 4.5 15.45 REMOVE EX. CB RIM .413.21 1 FUTURE DOCK 710 BE REMOVED • 14 • 1.0% VERTICAL, DATUM: NGVD, FEMA FLOOD INSURANCE STUDY IIEFERENCE MARK 324; ELEVATION 24.46 NGVD BASIS OF BEARING: RECORD OF SURVEY NO. 8611179002, BOOK 52 SURVEYS PAGE 114 ESTIMATED EARTHWORK SI 4800 ry 100 YEAR FLOOD ELEVATION 13.0 PER FEMA FIRM MAPS •110•011•D 11•10•10 0•00•1111. NEW 6' WIDE CONC. WALK r -EXISTING CURB IR # : 1 1 3 03.5. 7 00 PE 1 . 1 , 5. ,./ 1 EX. CB REMOVE) LE, 10.46112' STL. • 1.0% CB #I4 TYPE RIM a 13.50 14 5 FUTURE CONC. CD #20 TYPE RIM 15.0 120 LF IS' SD4111 0,6% CB #I1 rc 0 SEP. MIA a 13.5 ( 0 ,000MM/I 100•0•0110 . M0/00•••00 1.001010:0100 0.00101M10 14.5 to EX. 12" SD TO BE EMOVED 92 LF 12" SD RIM 13.7 CB #12 TYPE I RIM 13.50 1.0% CB *1 TYPE I RIM 4 N RIDGE LINE \!_4.1 HP CO Co I 4.0 FXOSITONG 12 LODO. t i t N. EX. M EX. FH wit LEX. CB RIM c 13.46 RIM 14.90 EX. SAN SWR. cc ti 12. 0 033% Lu I cr: Id 36' RIGHT OF WAY me DEDICATION nal FOR FUTURE ROAD ims a. TO EXISTING DRAINAGE PUMPS EX. CB REPLACE WITH NEW TYPE Ii-48' CB WITH OIL/WATER SEPARATOR APPROVED PER PURI" " A EX. CB a in 0 0 0 4: WM in C 0 UMW ens 41) 4141 cg; MOM c ag has C t ti 0 l a VI 3 • 4 0 OD cst • 1111111 11111111111111111 0 161146 INCH 1 NOTE: Yf the microfilmed document is less clear than this notice, it is due to the quality of the original document. 10 11 wat"ammff 12 • C 41-1 BUILDING 9 EAST ELEVATION BUILDING 9 WEST ELEVATION REFER TO DETAIL I 1 1'43 TZL) ,'1 1 ` ,'A•l<v �a_ PR INKLE RISER ROOM M ROOF NATCI4 iSS /' LADDER 5r3' CLR AREA'AROUND A SPRINKLER , ' RISER u 4 f -.o..7, ■ - -- W .. ;la/S ;t,P5. ;x`US''S 7. •" - ? I : '1A70, 6T 5.06, L ,G 1 rj 5 (:. 0E 6Z 8e £.c 9Z 9 �! IIIIIIIIiIIII IIiI l �l!! I�!!III111111!I!I!!!111111l1i11 11111111111111111:, X111!11 111, 1111111111111)11 0 16THSINCH 1 2 3 F;ti7uRE r6.) "mac I s. I.,•: 11111 111111111111111 11111111111111111111111 111111111111111111111111 5 6 7 8 If the microfilmed document is less clear than this it is due to the quality of the original document, REFER TO V ALI. °. ECTIO4 CZ ZZ LZ 0? 6L 8L Ll 9l Sl tit EL ZL 11 O� 6 8 L. 9 �., , E Z L '•ri + i j 1 1 1� II IIII flll!!II!lllll�lf!!II�Il�I!!! III! I�liI I�II iill! Il lllt {illli�l lll�Ill!II!Ifll�!IIC! �! 11 iI 1 � 1 IIIIl 11111fI1 !lIIIiIII!!II'!!I!IIIIfIIIU Ili! lil!!! �! II! i! i !!111!IIIIIIIIflllif!I +I!!iI!(! �!!If li �� { � 1 I `` - :. ,,, ,.. {.IJ11111�I��1i11��.11 iIiIIIIIIiIIIIi{1 111111!11 1 111111111 111 11 1111111111111111111111111111 9 10 11 .t40E 12 ee AL IN.11 4 GLASS WIRY DO 8 BAND AT C.;. RS. L �J BERM AGAINST � h.. t•P.r, 67 WPcLL. BUILDING 9 FLOOR PLAN all BUILDING 9 NORTH ELEVA TION REFER To DETAIL BUILDING 9 SOUTH ELEVATION PROJECT NORTH NORTH JOB NO.: 90052 Q DATE: 2 -1 -91 DRAWN: - NOM CHECK: NO DESCRIPTION 1E PA {cLIST• PERM II 5r.J1:3Ut 117`f41,.. Pit. W& flCT ecTiON$ $1D 4F-.7 RECEIVED Cf!TY OFTUKWILA MAY 7 1991 MAY 0 7 1991 PERMIT CENTER i I-- #7 [' 4 L 0 • D 0 • 0 I - #7 .11 • NY r 11 <27' -6 "> VARIES 40 6-#7 VERT. e y<2 9 - §">• ek_18 4111 VARIE E 0 SIDE 24 "x24 "LEG 6 - #7 VERT. z lo , _0 „ � C W E E -10 3 - #5 CHORD STEEL #4 0 14 "oc EA. WAY TYP1 2 - #5 CHORD STEEL #4 0 14 "oc - EA . WAY TYP 0 EMBEDS FOR FUTURE ME 0 48 "oc F -10 L_ ELEVATION @ GRID ADD 2 - #5 '/ER' J ELEVATION @ GRID DD <27' -6 "> VARIES RE D -5/ epIL A -I0 1 1 ' -0" I2 "x 12"LEG W. 4 -#7 VERT.• ---- 29 -6 "> VARIES P ELEVATION @ GRID E 0 S 1 DE � +J i 24 "x24 "LEG W I l 4- #7 & 4 - #5 �I■ r Leceon Pomeroy Northweet,inc : Rote A. Barg, M.A. President 1127 Pine Street, Suite 300 Seattle, WA38101(208)58'3- '3030 r - -3 - - #5 CHORD STEEL #4 @t 14 "oc EA. WAY TYP ---1 LEG W /BLOCKOUT 2 - #5 CHORD STEEL #4 ^ 14 "cc EA. WAY TYP I, 1 8 EMBEDS' FOR FUTURE MEZZ. 0 48 "oc 6 - #7 VERT. — DD RE: ELEVATION CD GRID 4x2' - -6" DIAG. TYP RE: D -4 RE: 0 -4 4 - #7 EA. LEG I2 "x12" LEG W/ 4 - #7 VERT. A -I0 I2 "x24" LEG BLOCKOUT 12"x12" LEG W/ 4-#7 VERT. \Li A —IPJ 12 "x24" LEG W/ BLOCKOUT - ADD 2 - #5 VERT. RE: D -5 RE: D -5 12 "x12" LEG W/ 4 - - #7 VERT. 1A -10 A-10 I2 "x24" LEG W/ BLOCKOUT ADD 2 - #5 VERT. 2 - #5 CHORD STEEL # 0 14 "oc F.A. WAY TYP. - #5 CHORD STEEL #4 0 14 "oc EA, WAY 0 0 0 0 - FMe ":"OR (3 3 - #5 CHORD STEEL / /r- #4 @ I4 oc EA. `NAY - #5 CHORD STEEL #4 @ 14 "oc EA. WAY J ''' -0" FAR SIDE I' -0" FAR SIDE —0 " FAR SIDE 1' -0" 24 "x24 "LEG W/ 4- #7 & 4 - #5 VERT. 2 - #5 CHORD STEEL #4 0 14 "oc - EA. WAY RE: D - -4 RE: 0 -4 12'x12" LEG W/ 4 - #7 VERT. A -10 12 "x24" LEG W/ BLOCKOUT A - -10 ADD 2-#5 VERT: DD --- 12 " x I ; " LEG W/ -- 4-#7 VERT: AWIO -12 "x24" LEG W/ BLOCKOUT • A_bD 2 - #5 VERT. RE': D -5 RE: D -5 i L--12"x12" LEG W/ 4 - #7 VERT. A--t0 ADD 2-#5 VERT. • • ' r . • • • A -I0 I2"x24" LEG W/ BLOCKOUT- ---- #4 0 14 "or. / EA. WAY E FAR SIDE NEAR SIDE EMBEDS FOR SIDE FUTURE MEZZ. 48 "oc ( .. 4 T (2 ) 2 - #5 C1' ^9D STEEL - •• - ti #4 0 14 "oc _ A - EA. WAY ,t -#5 CHORD STEEL #4 0 14"oc EA. WAY 3 - #5 CHORD STEEL #4 0 14 "oc EA. WAY FAR SIDE NEAR SID & SIDE A lj :• 2 - #5 ChORD STEEL #4 0 14"oc- EA. WAY fA - 0 SIDE 1 -0" -°24"x24 "LEG W/ 4-07 3 4-- #5 VERT. l DD DD RE: D -5 RE: D-E A -10 A -10 -12 "x24" LEG W/ BLOCKOUT ADD 2-#5 VERT. , -0 " SIDE I' -0" I' - 0" -24 "x24 "LEG W/ 4 - #7 & 4 -#5 VERT . �.p <27'-6"_10 0 EMBEDS FOR FUTURE MEZZ. 0 48 "oc FAR SIDE -24 "x24 "LEG W 4 - #7 & 4 - #5 VERT. P #4 0 14 "oc EA. WAY #4 0 14 "oc EA. WAY E ZZ ' 6Z 8G LZ 9Z SZ tiZ £Z iI11 HHI1!1)�111III 1 011I!1i!1111111!i!1 1!!611111!.!!!ii!!I 2 -• #5 CHORD STEEL - E / 24 "x24 "LEG W/ 7 & 4 -#5 vER r . W/5-#3 TIES 0 6 T &8. #3 TIES 0 12" oc REMA I N 3 - #5 CHORD STEEL # @ 14 "oc EA. WAY #4 0 14 "oc EA. WAY E FAR SIDE #4 0 14 "oc EA. WAY EMBEDS FOR FUTURE MEZZ. 0 48 "oc EMBEDS F•CR FUTURE - MC : - ^ @ 48 "o L ` E- , - - #4 0 14 "oc EA, WAY EMBEDS FOR FUTURE MEZZ 0 48 "oc RE: Q-5 DD DD RE: D -5 RE: D -5 EMBEDS' F OR - FUTURE MEZZ. 48 "oc B -12 "x12" LEG W/ - -- - r , I2 "x12 ", LFG W/ 4 - #7 VERT. 11 I r� n n , n r4' 4 - #7 VERT. A710 24 "x24 "LEG W/ 4 - #7 &`4 - #5 VERT. W /5 -#3 TIES 0 6 "oc 1&3, #3 TIES 0 12" oc REMAIN A1-10 - 12"x24" LEG w/ -so- \-ADD 4 -ADD 2-- #5 VERT. #4 0 14 "oc EA, WAY I, E FAR SIDE 2 - #5 CHORD STEEL #4 0 14 "oc EA, WAY <27' -6"> NEAR SIDE EMBEDS FOR FUTURE MEZZ, 0 48 "oc E NEAR SIDE FAR SIDE t . , ...r/+Vl%+ r4,....lO+ 41. yAt•E.mhsi i•i!'i •`4 . S+Yr1•*;•%," bw.r:.. _ c, f/ : '1L 4 - T •. f 46.s& 4. vr 7;;VH1^ : :1, .. 1 P.�.'✓ • "J NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. C Site FAR SIDE 3 - #5 CHORD STEEL #4 0 14 "oc EA. WAY 2 -;5 CHORD STEEL #4 0 14 "oc EA. WAY 24 "x24 "LEG W/ 4 - #7 4 4 - #5 VERT. 0 !d TH• INCH 1 2 ' 3 4 5 6 7 8 9 E <LLS g„. , #4 0 14 "oc CA. WAY P FAR SIDE 7 6 "> 0 -5 c FAR SIDE EMBEDS FOR FUTURE MEZZ 0 48 "oc E FAR SIDE 24 "x24 "LEG W 4 - #7 VERT. & 4• -.#5 VERT. C P lZ oa: 61 8t 41 91 St Vt £l Zl It Oi, 6 8 L 9 9 V £ Z ww 0 !!!! ! ! l �ilifilil� !fII IIIIl iIIllllllli;! IIl!!!! �II! IIIIi; iif+ l I! 11111I1l llillll{{ u! IIIII� !Ilil!!II!!I!l�llltll!il�liil 1111111! 1! I! I! IIIIIIIIIIIIII !IlI!jJhiIIlIlIIfIjI :Ill 1 (+ 1 1 _ 1111 ._ 1111. 1111 1111. .�,-; �.. r.. _1111 1111 11 11... ,��� ve ,. 1111 - _. •. ,� „7 11,11.. .i..... 3 - #5 CHORD STEEL # 0 I4 "oc EA. WAY E FAR SIDE E FAR SIDE -24"x24" LEG W/ 4 - #7 & 4 - #5 VERT. 1111 _. 1111. •; •rL 1111 - � ,. �Th y.a,�rF'' S{ •.w I i4.�`'� 5 V 1 1111111 1 111 i 111 1 1111111 1 111111 1 1111111 1 1I t I l i ( 11 1 , 1 1 1 1 10 11 MADE ( 12 • E FAR SIDE' #4 0 14 "oc EA. WAY FAR SIDE -- EMBEDS FOR FUTURE MEZZ. 0 48 "oc 24 "x24 "LEG W/ 4 -#7 & 4 - #5 VERT.. #4 0 14 "oc EA. WAY -ADO 2 - #5 VERT. 2 - #5 CHORD STEEL - #4 0 :4 "oc EA. WAY 24"x24 "LEG W/ 4 - #7 & 4 - #5 VERT. W/5 - #3 TIES 0 6 "oc T &B, #3 TIES 0 12" oc REMAIN DD RE: D -5 RE: D -5 4 - #7 EA. LEG 12 "x12" LEG W/ 4-- 17 VERT. A--I0 A -:0 12 "x24" LEG W/ BLOCKOUT P - #4 @ 14 "oc EA. WAY i E - #4 0 14 "oc EA. WAY DD (6 ? �. te �:� F � ^•�� — . - 0 " —0" " I -0" --I2 "x24' LEG 4 - #7 VERT. t • . 1111. .:: .,. w.. e�.+ r:.+:.%:+ �vw+•.«,• : ..,..i..wry,�.isr:.r+ hen -: Pk,B` %C,%4s.'.•UiSk+?ES'.PJfiN , dF!f 9,.. ar...r. 1111.,., -.w -#4 0 14 "oc EA. WAY <I5' -6 "> E 3-- #5 CHORD STEEL #4 01 14 "oc- EA. WAY #4 0 I4 "oc I EA. WAY 1 - #7 W/ 4-#7 VERT. W /5 - #3 TIES @ 6 "oc T &B, #3 TIES @ t2 oc REMAIN • ( ALL PANELS ARE VIEWED FROM INSIDE OUT PANEL. NET THICKNESS IS. S I/2" UNLESS NOTED. REFER SHEETS S -6 & S-- I O FOR ADDITIONAL NOTED. '. C SIM 12"x12" LEG W/ 4 - #7 VERT. A -10 2"x24" LEG '1l/ BLOCKOUT 24"x24"LEG W/ 4 -#7 A 4 - # VERT. W /5 - #3 TIES 0.6$oc T&B, #3 TIES 0 12" cc REMAIN #4 0 14 "oc EA. WAY _f4 0 14 "oc EA. WAY #4 0. I4 "oc EA. WAY <15'4") REFER SECTION H-- I 0 SHEET S--- I 0 FOR ADDITIONAL REINFORCING AND IN FORMATION ON PANELS 2 >— Q CD CO • 1 — #7 0 I --e7 0 • • NY r 11 <27' -6 "> VARIES 40 6-#7 VERT. e y<2 9 - §">• ek_18 4111 VARIE E 0 SIDE 24 "x24 "LEG 6 - #7 VERT. z lo , _0 „ � C W E E -10 3 - #5 CHORD STEEL #4 0 14 "oc EA. WAY TYP1 2 - #5 CHORD STEEL #4 0 14 "oc - EA . WAY TYP 0 EMBEDS FOR FUTURE ME 0 48 "oc F -10 L_ ELEVATION @ GRID ADD 2 - #5 '/ER' J ELEVATION @ GRID DD <27' -6 "> VARIES RE D -5/ epIL A -I0 1 1 ' -0" I2 "x 12"LEG W. 4 -#7 VERT.• ---- 29 -6 "> VARIES P ELEVATION @ GRID E 0 S 1 DE � +J i 24 "x24 "LEG W I l 4- #7 & 4 - #5 �I■ r Leceon Pomeroy Northweet,inc : Rote A. Barg, M.A. President 1127 Pine Street, Suite 300 Seattle, WA38101(208)58'3- '3030 r - -3 - - #5 CHORD STEEL #4 @t 14 "oc EA. WAY TYP ---1 LEG W /BLOCKOUT 2 - #5 CHORD STEEL #4 ^ 14 "cc EA. WAY TYP I, 1 8 EMBEDS' FOR FUTURE MEZZ. 0 48 "oc 6 - #7 VERT. — DD RE: ELEVATION CD GRID 4x2' - -6" DIAG. TYP RE: D -4 RE: 0 -4 4 - #7 EA. LEG I2 "x12" LEG W/ 4 - #7 VERT. A -I0 I2 "x24" LEG BLOCKOUT 12"x12" LEG W/ 4-#7 VERT. \Li A —IPJ 12 "x24" LEG W/ BLOCKOUT - ADD 2 - #5 VERT. RE: D -5 RE: D -5 12 "x12" LEG W/ 4 - - #7 VERT. 1A -10 A-10 I2 "x24" LEG W/ BLOCKOUT ADD 2 - #5 VERT. 2 - #5 CHORD STEEL # 0 14 "oc F.A. WAY TYP. - #5 CHORD STEEL #4 0 14 "oc EA, WAY 0 0 0 0 - FMe ":"OR (3 3 - #5 CHORD STEEL / /r- #4 @ I4 oc EA. `NAY - #5 CHORD STEEL #4 @ 14 "oc EA. WAY J ''' -0" FAR SIDE I' -0" FAR SIDE —0 " FAR SIDE 1' -0" 24 "x24 "LEG W/ 4- #7 & 4 - #5 VERT. 2 - #5 CHORD STEEL #4 0 14 "oc - EA. WAY RE: D - -4 RE: 0 -4 12'x12" LEG W/ 4 - #7 VERT. A -10 12 "x24" LEG W/ BLOCKOUT A - -10 ADD 2-#5 VERT: DD --- 12 " x I ; " LEG W/ -- 4-#7 VERT: AWIO -12 "x24" LEG W/ BLOCKOUT • A_bD 2 - #5 VERT. RE': D -5 RE: D -5 i L--12"x12" LEG W/ 4 - #7 VERT. A--t0 ADD 2-#5 VERT. • • ' r . • • • A -I0 I2"x24" LEG W/ BLOCKOUT- ---- #4 0 14 "or. / EA. WAY E FAR SIDE NEAR SIDE EMBEDS FOR SIDE FUTURE MEZZ. 48 "oc ( .. 4 T (2 ) 2 - #5 C1' ^9D STEEL - •• - ti #4 0 14 "oc _ A - EA. WAY ,t -#5 CHORD STEEL #4 0 14"oc EA. WAY 3 - #5 CHORD STEEL #4 0 14 "oc EA. WAY FAR SIDE NEAR SID & SIDE A lj :• 2 - #5 ChORD STEEL #4 0 14"oc- EA. WAY fA - 0 SIDE 1 -0" -°24"x24 "LEG W/ 4-07 3 4-- #5 VERT. l DD DD RE: D -5 RE: D-E A -10 A -10 -12 "x24" LEG W/ BLOCKOUT ADD 2-#5 VERT. , -0 " SIDE I' -0" I' - 0" -24 "x24 "LEG W/ 4 - #7 & 4 -#5 VERT . �.p <27'-6"_10 0 EMBEDS FOR FUTURE MEZZ. 0 48 "oc FAR SIDE -24 "x24 "LEG W 4 - #7 & 4 - #5 VERT. P #4 0 14 "oc EA. WAY #4 0 14 "oc EA. WAY E ZZ ' 6Z 8G LZ 9Z SZ tiZ £Z iI11 HHI1!1)�111III 1 011I!1i!1111111!i!1 1!!611111!.!!!ii!!I 2 -• #5 CHORD STEEL - E / 24 "x24 "LEG W/ 7 & 4 -#5 vER r . W/5-#3 TIES 0 6 T &8. #3 TIES 0 12" oc REMA I N 3 - #5 CHORD STEEL # @ 14 "oc EA. WAY #4 0 14 "oc EA. WAY E FAR SIDE #4 0 14 "oc EA. WAY EMBEDS FOR FUTURE MEZZ. 0 48 "oc EMBEDS F•CR FUTURE - MC : - ^ @ 48 "o L ` E- , - - #4 0 14 "oc EA, WAY EMBEDS FOR FUTURE MEZZ 0 48 "oc RE: Q-5 DD DD RE: D -5 RE: D -5 EMBEDS' F OR - FUTURE MEZZ. 48 "oc B -12 "x12" LEG W/ - -- - r , I2 "x12 ", LFG W/ 4 - #7 VERT. 11 I r� n n , n r4' 4 - #7 VERT. A710 24 "x24 "LEG W/ 4 - #7 &`4 - #5 VERT. W /5 -#3 TIES 0 6 "oc 1&3, #3 TIES 0 12" oc REMAIN A1-10 - 12"x24" LEG w/ -so- \-ADD 4 -ADD 2-- #5 VERT. #4 0 14 "oc EA, WAY I, E FAR SIDE 2 - #5 CHORD STEEL #4 0 14 "oc EA, WAY <27' -6"> NEAR SIDE EMBEDS FOR FUTURE MEZZ, 0 48 "oc E NEAR SIDE FAR SIDE t . , ...r/+Vl%+ r4,....lO+ 41. yAt•E.mhsi i•i!'i •`4 . S+Yr1•*;•%," bw.r:.. _ c, f/ : '1L 4 - T •. f 46.s& 4. vr 7;;VH1^ : :1, .. 1 P.�.'✓ • "J NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. C Site FAR SIDE 3 - #5 CHORD STEEL #4 0 14 "oc EA. WAY 2 -;5 CHORD STEEL #4 0 14 "oc EA. WAY 24 "x24 "LEG W/ 4 - #7 4 4 - #5 VERT. 0 !d TH• INCH 1 2 ' 3 4 5 6 7 8 9 E <LLS g„. , #4 0 14 "oc CA. WAY P FAR SIDE 7 6 "> 0 -5 c FAR SIDE EMBEDS FOR FUTURE MEZZ 0 48 "oc E FAR SIDE 24 "x24 "LEG W 4 - #7 VERT. & 4• -.#5 VERT. C P lZ oa: 61 8t 41 91 St Vt £l Zl It Oi, 6 8 L 9 9 V £ Z ww 0 !!!! ! ! l �ilifilil� !fII IIIIl iIIllllllli;! IIl!!!! �II! IIIIi; iif+ l I! 11111I1l llillll{{ u! IIIII� !Ilil!!II!!I!l�llltll!il�liil 1111111! 1! I! I! IIIIIIIIIIIIII !IlI!jJhiIIlIlIIfIjI :Ill 1 (+ 1 1 _ 1111 ._ 1111. 1111 1111. .�,-; �.. r.. _1111 1111 11 11... ,��� ve ,. 1111 - _. •. ,� „7 11,11.. .i..... 3 - #5 CHORD STEEL # 0 I4 "oc EA. WAY E FAR SIDE E FAR SIDE -24"x24" LEG W/ 4 - #7 & 4 - #5 VERT. 1111 _. 1111. •; •rL 1111 - � ,. �Th y.a,�rF'' S{ •.w I i4.�`'� 5 V 1 1111111 1 111 i 111 1 1111111 1 111111 1 1111111 1 1I t I l i ( 11 1 , 1 1 1 1 10 11 MADE ( 12 • E FAR SIDE' #4 0 14 "oc EA. WAY FAR SIDE -- EMBEDS FOR FUTURE MEZZ. 0 48 "oc 24 "x24 "LEG W/ 4 -#7 & 4 - #5 VERT.. #4 0 14 "oc EA. WAY -ADO 2 - #5 VERT. 2 - #5 CHORD STEEL - #4 0 :4 "oc EA. WAY 24"x24 "LEG W/ 4 - #7 & 4 - #5 VERT. W/5 - #3 TIES 0 6 "oc T &B, #3 TIES 0 12" oc REMAIN DD RE: D -5 RE: D -5 4 - #7 EA. LEG 12 "x12" LEG W/ 4-- 17 VERT. A--I0 A -:0 12 "x24" LEG W/ BLOCKOUT P - #4 @ 14 "oc EA. WAY i E - #4 0 14 "oc EA. WAY DD (6 ? �. te �:� F � ^•�� — . - 0 " —0" " I -0" --I2 "x24' LEG 4 - #7 VERT. t • . 1111. .:: .,. w.. e�.+ r:.+:.%:+ �vw+•.«,• : ..,..i..wry,�.isr:.r+ hen -: Pk,B` %C,%4s.'.•UiSk+?ES'.PJfiN , dF!f 9,.. ar...r. 1111.,., -.w -#4 0 14 "oc EA. WAY <I5' -6 "> E 3-- #5 CHORD STEEL #4 01 14 "oc- EA. WAY #4 0 I4 "oc I EA. WAY 1 - #7 W/ 4-#7 VERT. W /5 - #3 TIES @ 6 "oc T &B, #3 TIES @ t2 oc REMAIN • ( ALL PANELS ARE VIEWED FROM INSIDE OUT PANEL. NET THICKNESS IS. S I/2" UNLESS NOTED. REFER SHEETS S -6 & S-- I O FOR ADDITIONAL NOTED. '. C SIM 12"x12" LEG W/ 4 - #7 VERT. A -10 2"x24" LEG '1l/ BLOCKOUT 24"x24"LEG W/ 4 -#7 A 4 - # VERT. W /5 - #3 TIES 0.6$oc T&B, #3 TIES 0 12" cc REMAIN #4 0 14 "oc EA. WAY _f4 0 14 "oc EA. WAY #4 0. I4 "oc EA. WAY <15'4") REFER SECTION H-- I 0 SHEET S--- I 0 FOR ADDITIONAL REINFORCING AND IN FORMATION ON PANELS 2 >— Q CD CO • 110132 h =l V1 1.1% VICINITY MAP w w tL 0 w C9 0 w CO z F- x w I 0 z co re uJ z 1 INSTALL' TEMP. RI RAP CONS ENTRANC PER DETAI CONSTRU T ION PHAS MUD FRO! . TRUCK Ti TO ENTERING PUBLIC CLEAN A. D REMOVE RIP RAP ENTRANCE 0 REGUAR INTERVALS. Irl ll -I ; RUCTION DURING TO REMOVE S PRIOR OAD WAYS. UD FROM AT EXISTING ---- FIRE HYDRANT EX. CB RIM ■ 13.59 I.E. a 11.69 (8' DI E) EX. SS MH �\ LE. = 4.78 LE. 4.78 (ll' CONC. E) LE. a 4.29 (18' CONC. N) LE. = 4.13 ()8' CONC. S) EXISTING [IRE HYDRANT TEMPORARY 7 eV" DITCH (NTS) N 40 30'00" E. 190.00 ROCK RIPr•OFr WATER WI N 40 35'30" E. 190.00' wl� SCrrEEN £ C.' lJ \ couCPE E c'. .. cam - � - r- PLRWETER .SU1° --� V 04 C111%.011 C --- 2. -f- aorr_.,BLOC' VI '"* %�; r • . 1 // Ft_ . M'ATER- L._ c.r p;VC1 ;T INLET SUMP / FILTER DETAIL (NTS) TEMP. EROSION/SEDIMENTATION CONTROL PLAN EXISTING BLDG. t -DROP INLET W GRATE GRATE .1•101/11 0011111110 / FLOW DIRECTION ARROW (TYPICAL) EXISTING 12' WATER EX. 8' SS EX. CB RIM a 14.67 �Ne LE. a 10.57 (8' DI E) LE. e 10.57 (8' DI N) \� LE. a 10.77 (8' DI W) EX. CB KIM a 12.86 LE. c 9.96 (8' DI SI LE. = 9.96 (8' DI NW) FLOW DIRECTION ARROW (TYPICAL) EX. I ►�`... SD EX. CB RIM 13.56 f LE. c 11.86 (8' DI El 01 I 1 WIRE SCREEN moan. .so0e1 erne r3 : 25' min. 12 ruin LS' Quarry Spans - - -- .1•110111.0 NIMMIISA 011.211.1 EX. PWR. VAULT 8 BOLLARDS C TEMP. CONSTRUCTION ENTRANCE (NTS) EXISTING 12' WATER 'r.J. roc, /7 /I •'d�• .(, CCr r]1 .k (: 't VA O c J 1) i. r :0'/ide FU!1 ‘VI:J!h of h,gres, /Egress Area Gateway Corporate Center -- Phase V SCALE:.1" = 30' N EX. 8' SS 1 GATEWAY DRIVE (EXISTING) EX. SS RIM a 15.02 `'-_ LE. a 6.47 (8' CONC. El LE. a 6.77 (8' CONC. N) LE. a 6.32 (8' CONC. S) EX. CB RiM a 14.19 LE. a 9.2 (I2' CONC. N) I.E. = 9.1 (8' CONC. W) EX . 8° SD - • = - = ` INSTALL' TEMPORARY 'V" DITCH PER DETAIL THIS SHEET ` EX. CB RIM v 13.43 LE. •= 11.73 (6' PVC E) FLOW DIRECTON ARROW (TYPICAL) N 40 36900" E. 512.10' 1L T \ MATERIAL, MIRAFI ` 140, OR EQUAL { 1 1 II 1 . 1 1 1 1.1 1 i N 40 36'00" E. 502.10' WIRE TYP1 OMNI* ....IN. rr. ie ,• .eu Irma Ml•w •v. OMEN MUMS ■er • • BUILDING #9 F.F. = 15.5 EX. I5'SD . II II I I I II U , EXISTING TINE ! LDG. EX. 6" SD ) / EX. SS MH RIM a 14.71 I.E.,-� 6.06 (N) I.E. /a 5.96 (WI tt I) 11 !I 11 ; 1 _ 2• t •;4 wELDLO WIRE FABRIC \oR COYA:. in I is l 2' • 4• DOL;GLA:; f'th AT 9 O.C. '• -BURY BOTTOM Of FtLTER ELEVATION FARM.: C T ANER{AL ON j J •- EX. El' SS EX. Ca RIM a 13.21 LE. = 7.41 (I5' CONC. El LE. a 7.61 (15' CONC. WI 1 INS TALL' M EFT - -14 FILTER ,- INSTALL' FENCE PER . TEMP. 'V' DITCH ETAIL THIS PER DETAIL THIS �--" -- ESTIMATED EARTHWORK 4800 cy MIRAFI FILTER FABRIC FENCE DETAIL (NTS) Yee 1111111■111•1311 e.e i1■ '.eY6 .IIN1.D .OrV•rO • • -- .NEWLY GRADE() Oft / 0!STUf ;AF17 SLOPE / 2. 2 • : GAGE. I 1 11 'vT FILTER FAUR!C ""•cs- TERIAL. n... !'-i II2' WASHED GRAVEL OR PEt. GRAVEL , =. 5. d = SHEET -(4 a .t to p,1 ■ 11 I . E)• INSTALL' MIRAFI FILTER FA I RIC ENCE PER DET. EX. CB - RIM a 13.16 I.E. a 10.46(!2" STL. WI I.E. -- 10.46 (12" STL. E) AICANNIONIMIXPROMXPNI i.AL FIi) Ut TYPICAL CROSS SECTION / MeINNINIM■11 EXI I ING 12' WATER LEGEND: EXISTING EXISTING EXISTING .111111.1 01111141111.11 01.0)011. -- =-=- EX. I5'_SD=__ I __.-. == ._ - f EXISTING CONTOURS FLOW DIRECTION ARROW TEMPORARY `V" DITCH MIRAFI FILTER FENCE WATER SANITARY SEWER STORM DRAINAGE - = =--f ► III) IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIW ITIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIWP 111 11111111111/ 1111111111111111 Ell` 11111111111111111 1111111III1IIIIIII,IIII 0 III THS IMC11 1 2 1 3 4 5 6 7 8 9 10 11 MADENOEItMANI 12 NOTE: If the microfilmed document is less clear than this r e• � 4' �• p �rs�.84 , notice, it is due to the quality of the original document. 0€ 6Z F8C GZ 9Z se to cZ ZZ 1Z OZ 6l al L.L 9l sl 'il Cl at 1 OL 6 9 i1 ! i I ► i� •1 1 .I. IiIII�IIIIIIiiI� !IIIIfI , IlIllill , ll!! III III�III! IIiil�lill�IIIl1111llllllnll! Il!! I�! IIIIIIII�! �!: IIIiiiliilll{ ilii! iilIIII !I!!1111111IIIIIIIII!II!!II I ! VIII! i nlr('nl �nl� u I 1 I II ! li 1 I I.I III 1 4 3 S a C l eel fll.11f!! fill!! +! nil il f!! tiIIIIII!! lllll�lill�fllllffll11111�ilil�fllll INSTALL; TEMP. 'V' DITCH PER DETAIL THIS SHEET. -r- - 14 - -- a.aen-tlle.n.oeaoll I EXISTING BLDG. SURVEY DATA: 0 0 EX. 15' SD Z 1 EX. CB RIM - 13.46 LE. 9.7! EX. SS MH 1- RIM a 14.90 LE. a 7.22 (8' CONC. E) LE. ' 7.26 (8' CONC. W) EX. SAN SWR. EX. CB RIM a 13.64 LE. = 6.09 (18' CONC. El LE, = 6.14 (15' CONC. WI LE. = Ek64 (6' CONC. NI NC�T PRO IDE CB PI RR DETAIL. SHEET EROSION CONTROL NOTES: - 12. C i J FUTURE 36' RIGHT OF WAY DEDICATION PROTECTON THIS VERTICAL DATUM: A NGVD, FEMA FLOOD INSURANCE STUDY REFERENCE M/RK 324: ELEVATION 24.46 NGVD BASIS OF BEARING: RECORD OF SURVEY NO. 8611179002, 1300K 52 SURVEYS PAGE 114 100 YR. FLOOD ELEVATION 13.0 PER FEMA FIRM MAPS LEGAL DESCRIPTION: That portion of the Stephan Foster Donation Claim No, 38 and of the C.C. Lewis Donation Claim No. 37, in Section 10, 11, 14, and 15, Township 23 North. Range 4 East. W.M., in King County, Washington, described as foilcws: COMMENCING at a point which bears North 40° 01' 05" \Nest 920.15 feet from a monument at the point of interse,:tion of a curve on the centerline of the Duwarnish-Renton Junction Road, said point of intersection being approximately 1000 feet East and 20 feet South of the quarter corner between said Sections 14 and 15; North 49° 24' 00" West 835.00 feet on a line parallel to the 150.00 feet Northeasterly of the centerline f said Duwamish-Renton Junction Road, to a point which bears North 81° 44' 15" East 199.17 feet from the point of curve on the centerline of said Duvvamish-Renton Junction Road, said point of curve being approximately 1200 fes•t North and 440 feet West of the quarter corner between said Sections 14 and 15; THENCE South 40° 35' 00"oVest 20.00 feet to the Northeasterly margin of the right-of-way of the Puget Sound Electric Railvvay, as established by deed recorded under King County Reccrding No. 310998 (and now known as the City of Seattle Transmission Line right-of-way), THENCE North 49° 24' 00' West along said 60v-of-way 980.29 feet to the TRUE POINT OF BEGINNING; THENCE South 49° 24' 00" East 400.00 feet; THENCE North 40° 35' 00" East 702.10 feet; THENCE North 49° 24' 00" West 325.00 feet; THENCE South 79° 15' 35" West 12.81 feet; THENCE North 49° 24' 00" West 67.00 feet; THENCF_ South 40° 35' 00" West 692.10 feet to the TRUE POINT OF BEGINNiNCi. 1. All limits of clearing and areas of vegeotion preservation as described on the plan shall be clearly flagged in the field and observed during construction. 2. All required sedimentation/erosion control facilities must be constructed and in operation prior to land clearing and/or other construction to iosure that sediment laden water does not enter the natural drainage system. All erosion and sediment facilities shali be maintained in a satisfactory condition until such time that clearing andlor construction is completed and potential for on-site erosion has passed. The implementation, maintenance, replacement, and additions to erosion sedimentation control system shall NI, the responsibility of the permin-e. 3. The erosion and sedimentation control system depicted on this drawing are intended to be minimum requirements to meet anticipated site conditions. As construction progresses and tam.txpected or seasonal conditions dictate, the permittee Fhould anticipate that more erosion and sedimentation control facilities will be necessary to insure complete siltation control in the proposed site. During the ct•nrse Of construction, it shall be the ob:igation and responsibility of the permittee to address any new conditions that may be created by his activities and to provide additional facilities, over and above mininium requirements, as may be needed to protect adjacent properties and water quality of the receiving drainag?. system. 4. Approval of this plan is for erosion/sedimentation control only. It does not con.stitute an approval of storm drainage, size nor location of pipes, restrictors, channels er retention 5. Any disturbed area which has been stripped of vegetation and where no tbrther work is anticipated for a period of 30 days or more must be immediately stabilized with mulching, grass planting or nther approved erosion control treatment ap[7icable to the t:nte of year in question. Grass seeding alone will be acceptable only during the months of April through September inclusive. Seeding may proceed outside the • time period whenever it is in the interest of the permieee, but must be augmented with mulching netting, or other treatment approved by the department. EX. CB RIM 14.06 STAMP • • -J co La CI Cr La tr CO al 0 C3 CO 03 3 3r viz ce OV ana 131 C C a 49 OS r Vi ;Li '49 moss c Ira IA 12e132 • r•• I 1 1 1 1 1 � r ..:,.. , ., -. :.%:, r�-�'t.y�Tn :+w -.,' �;�$:.. .'.• . � -? .' . ( ?: . E. rz'9 9_._ ,;: �� •,^+7, • 0 I l l i � l11 1 i11 � 111 1 111111 1 111 O I I I J� 11 � 1 � 1 1 i � . l+ r�li��l�lI�lllfljf( IilJl�l( lfl�! ll�i�i�l�il��l�litil�l�lji�l�l�i !!1lJlfifill�! �lll�lli�iJl�lJI�1Ji1' kJiJI�IJI�! IIJIJ11 ,1111111111111111111111JI1 167'HS3NCN 1 2 3 10 11 MADEI1dERK4m 12 4 5 6 7 8 g NOTE: If the microfilmed document is lees clear than this notice, it is due to the quality of the original document. oc 6Z ea La 9 sZ nz Ea as to O? 5t et a 9t St at et at • u 01, 6 9 Z 9 s h e Z t mrr 0 Ill! Illllli !!11111!illli11011IIIII11,11 I!! Ili 111i11111111110llf!f!!Il i 1111i!; fit 411,11illl1ilil1llll1•.II1,11 1111 1 111111111! 1111i!i0 11 11 1 ! '1!! J I !!! ! 1 1 111' + f ii . ii ' ++, , 11 .I II I!1 ,.i! I. 111 illlilllfllll�llli lllll�lllilll�IJIIII� 1 , III , IIII�IIII�IIfI�f11. 111( Illillllll�l {I�II11llill�lll!1!Illlilllll i r 00NJD ST 1:131. n7r« $7 1 171A VICINITY MAP EX. SAN. S R LIFT ETAT IN EX. SS My = 6. EX. I.E. •' 0 I.E. IN = 4.1 FIRE DEPT. CONNECTION EXISTING - FIRE HYD. INSTALL' --�/ 1-12 "x8" TAPPING TEE I-8" GATE VALVE (FLxMJ) CONC. BLOCKING EX. SS MH RIM 16.83 LE. - 4.78 (8' CONC. E' I.E. 4.29 (18" CONC. Ni LE. = 4.13 (18' CONC. S) EX. SS MY 82 LF 8' DI SPECIAL NOTE: ALL EXIS''FONG UTILITY LAMES TO BE REMOVED OR A[S MOONED SHALL SEE CAPPED OFF AT 'THE EXISTING MAINLINES. 2' WATER SERVICE EX. CB RItr1 = 14.67 I.E. - 10.57 (8' DI E) LE. 10.57(8'DINI LE. - 10.77 (8' DI W) C.O. 1 10' 1 P.I.V. NEW 2' WATER -METER AND SERVICE INTERIOR SAN. SWR. BY OTHERS SPRINKLER ROOM -14 ---EX. CB RIM = 12.56 • LE. _ II.16 i8" 01 I LE. ■ 10.96 (8" Di S) iN 40 36 E. 190.00' EX. CB RIM 13.56 LE. = 11.86 (8" DI El 2" WATER SERVICE I! EX. CB KIM - 12.86 LE. = 9.96 (8" DI 5) LE. a 9.96 (8' DI r ) EXKOSTING CL00° SANITARY SEWER & WATERLINE EXTENSION PLAN 8 LF 8" DI ) CAP OFF EXISTING 8' SAN. SEWER & PLUG AT MANHOLE INSTALL' I -8'x6" TEE LE. a6.22 INSTALL' I-8' 90' BEND (MW CONC. BLOCKING 20 LF 6" PVC S5 89.0% EXISTING 12' W EX. 8' SS BY OTHERS METERS TO BE REMOVED. PER CITY REOUIREME *T !' AND CAPPED OFF AT EX. 12' MAINLINE SPRINKLER ROOM INSTALL' \\\ I. 45' BEND (MW \ CONC. BLOCKING LEGAL DESCRIPTION: T at portion of the Stephan Foster Donation Claim No and of the C.C. Lewis Donation Cairn No. 3 in Section 10, 11, 14, and 15, Township 23 orth, Range 4 East, W.M., to King County, Wai ngton, described as follows: �' l COMI ILNCiNG at•a point which bear orth 40° 01' 05" West 920.15 feet from a monument at the point of intersection of a curve on -the centerline of the Ouwamish- Renton Junction Road, said point of intersection being aFp ox matety 1000 feet East and 20 feet South of the quarter corner between said Sections 14 and 15; North 49° 24' 00" West 835.00 feet on a line parallel to the 150.00 feet Northeasterly of the centerline f said Duwamish- Renton Junction Road, to a point which bears North 81° 44' 15" East 199.17 feet from the point of curve on the centerline of said Ouwamish- Renton Junction Road, said point of curve being approximately 1200 feet North and 440 feet West of the quarter corner between said Sections 14 and 15; THENCE South 40° 36' 00' West 20.00 feet to the Northeasterly margin of the right -of -way of the Puget Sound Electric Railway, as established by deed recorded undt,r cling County Recording No. 310898 (and now known as the City of Saettt) Transmission tine right -of -way); THENCE North 49° 24' 00" West along said right- ot•way 980.29 feet to the TRUE POINT OF :ILGINNiNG; THENCF South 49° 24' 00> East 400.00 feet; THENCE North 40° 36' 00" East 702.10 feet; THENCE North 49° 24' 00" West 325.00 feet; THENCE South 79° 16' 35' West 12.81 feet; THENCE North 49° 24' 00" West 67.00 feet; THENCE South 40° 36' 00' West 692.10 feet to the TRUE POINT OF BEGINNING. 42 LF DI N 40 36'00" E. EXIST. 8' WATER LINE P1 40 36'00" E. 602.10' SURVEY DATA: BUILDING #9 F. F ■5 _ ma 15.5 EXISTING SS Ti - -- - - BE REMOVED OR ABANDONED EX. SS MH (REMOVE) RIM a 15.02 LE. a 6.47 (8" CONC. El LE. 6.77 (8" CONC.N) LE. a 6.32 (8' CONC.) 12.10' \ __INSTALL' 12'x2" SERVICE TAP \\-_ INSTALL' 1-12'x8" TAPPING TEE 1 -8' GATE VALVE (FLxMJ) CONC. BLOCKING I F 8' DI CTOR CHECK PER DETAIL FIRE DEPA CONNECTION INSTALL' i- 12'x6' TAPPING TEE I-•6" GATE VALVE (FLxMJ) ELF 8' DI EXTENSION I-5 MVC HYD. ASSY. WITH 5" STORTZ' PUMPER PORT CONC. BLOCKING EX. 8' 3S TC BE REMOVED OR ABANDONED EX. CB RIM = 13.21 LE. = 7.41 (I5" CONC. E) \ LE. v 7.61 (15' CONC. W) - I 6/ LF' 8" DI _ EXI 15" SD INSTALL' 1 -8' 45' BEND (MJ) \ CONC. BLOCKING VERTICAL DATUM: NGVD, FEMA FLOOD INSURANCE STUDY REFERENCE MARK 324; ELEVATION 24.46 NGVD BASIS OF BEARING: RECORD OF SURVEY NO. 8611179002, BOOK 52 SURVEYS PAGE 114 EX. 12' SD c:X. CB RIM . 13.16 I.E. a 10.46(12' STL. W) I.E. - 10.46 (I2' STL. El INSTALL 1-8'x6" TAPPING TEE l \ 1 -6' GATE (MJxFL - fyL.F DI EXTENSION" 1 -5 MVO HYD. ASSY. - WITH 5'STORTZ PUMPING PORT CONC. BLK. r` INTERIOR SAN. SEWER LINE BY OTHERS C.O. LEGEND: EXISTING 12' WATER EXISTING CONTOURS EXISTING STORM DRAINAGE PROPOSED STORM DRAINAGE EXISTING WATER PROPOSED WATER EXISTING SANITARY SEWER PROPOSED SANITARY SEWER EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED INTERIOR SANITARY SEWER EXISTING DETECTOR CHECK ---a TO BE REMOVED AND CAPPED OFF AT EXISTING MAINLINE EXISTING 8' WAT EX. 164 SD EXISTING FIRE WYD. EXISTING _ WATER TO - - - - - - - - O REMAIN N �.= EX.SS f RIM 1 4.90 LE. - 7.22 (8" CONC. El I.E. ■ 7.26 (8" CONC. W) EX. SAN SWR. EX. CB RIM = 13.64 LE. = 6.09 (I8" CONC. El !.E. = 6.14 (15' CONC. W) LE. _ $ (6" CONC. N) _EX. CB RIM 13.46 I.E. =9.7• EXISTING FIRE HYD. 36' RIGHT OF WAY DEDICATION EX. CB RIM 14.06 I.E. = 8.81 (I5' RCPE) I.E. = 9.11 (I5" RCPE) I.E. a 9.46 (8' CPS) • re 128132 STORM DRAINAGE NOTES & DETAILS: 6. 8. 1. 1. AU work and rnatcnals shall tie in accordance with the "Standrlyd Specifications for Road. Bridge, and Municipal c onstsuction," Washi:tgton State Departmeeu of Transportation and Anwrian Public Works Association, Washington State Chapter, 1988 edition. Together with the latest edition of the City of Tukwila F.ngincenng Sinnd trds. 2. An approved copy of these plans must be on site whenever construction is in progress. tee sole re. r s '' ' It ehal be I.ILtht 1 1 of the • ,- 3. 1'o y the cc „tractor to obtain strut use and any other relt.tced permits prior to any construction activity in City right-of-way. 4. Prior to any construction activity, the: City of Tukwila Engineering Department (433 - 0179) must be contacted for a preconstruction meeting. 5. MI 1o,ations of existing utilities rhovm hereon have been established by field survey or obtained from available records and should therefore be considered approximate only and not necessarily complete. It is the sole respoesibility of the contractor to independently verify the accuracy of all utility locations shown, and to further discover and avoid any other utilities not shown hereon which may be affected by the implementation of this plrui. The contractor shall contact the utilities underground location service (1- 800 -424 -5555) prior to construction. The owner or his representative shall be immediately contacted if a utility conflict exists. 6. Catch Basin -'Type I - per WSDOT/APWA Standard Plan 11-1 or Associated Sand and Gravel CB -t5, of equal. 7. Catch Bassin - Type 11 - per WSDOTiAPWA Standard Phut B -Ie. (48" I.D. or 54" I.E. as designated) or Associated Sand and Gravel CB -19, or equal. 8. Unit covers as designated are WSDOT /APWA Standard, (per Standard Plan B -12). 9. All Type ii catch basins shall have ladders or safety steps per WSDOT /APWA Standar., Plan 8 -12. 10. All catch basin frames and grates shall be ductile iron per WSDOT /OPWA Standard P;,ut B -2a. II. All catch basin grates shall be depressed 0.10 feet below pavement /curb level. 12. All oil /water separator CB grates shalt be of the round solid locking type. 13. All stone drainage conveyance pipe shall be one of the following as designated: a. Helical corrugated alununum (or asphalt - treated steel), minimum 16 gauge or greater as shov•n 2.2/3' x 1/2" conugation, with watertight connecting bands. b. Concrete, per A.S.T.M. C -14, Class 11, nonreinforced bell and spigot (with bell flush with C.B. wall of used), with rubber gaskets. c. P.V.C. conforming to A.S.T.M. D -3034 - SDR 35. d. Pipe may be any of the above provided: 1) Pipe joints must he of the same materials, and 2) Where a i ' 1 natsrial is specifically s w 1 e t• �• ho 'n e n the Ian that material must be used. r'k • P C. Minimum pipe cover shall be 2.0 feet. f. Smooth wall spiral rib aluminum (or asphalt- treated steel) pipe. 16 gauge, w/34" x 3/4' ribs at 7 1/2" o.c. g. ADS type N -12 high - density polyethylene corrugated pipe with an integrally formed smooth interior to the requirements of A.A.S.H.T.O. M -294. 14. All pipe bedding shall conform to WSDOTiAPWA Section 9- 30.7(1)8 for aluminum and P.V.C. pipe, and Section 9- 30.7(1)A for concrete: pipe. All trench backlit) shall be compacted to 925E minimum dry density per A.S.T M. D- 1557 -70. 15. All pipe shall be laid oo a properly prepared foundation according to Washington State Specification 7- 02.3(1). This shall include necessary leveling of the trench bottom or the top of the foundation material as well as placement and compaction of required bedding material to uniform grade so that entire length of the pipe will be supported on a uniformly dense unyielding base. If the native material in the bottom of the trench meets the requirements for 'Gravel Backlit' for Pipe Bedding,' the first left of pipe bedding may he omitted, provided the material in the bot;uin the trench is loosened, regraded, a compacted to form a dense unyielding base. 16. AU building roof drain downspouts and footing drains shall be directly connected to the main storm drainage conveyance system through an underground pipe system. Roof drains and footing drains shall be separate systems and shall be constructed of 6' (or 8' diameter where shown) P.V.C. (rigid, nonperforated for roof drains, perforated for footing drains.) Sufficient cesnouts and bends shall be installed so that the system can be easily maintained. The system shown hereon is schematic only. The drainage /grading contractor or landscaper may alter the layout as required to better drain the site. The contractor shall keep a dimensioned record of the location of all pipes and cleanouts and submit same to the City, Engineer, and owner upon completion of the work. 17. All roof and footing drains shall be. located in the field and adjusted as necessary to avoid impacting the existing trees denoted on the grading plan to be saved. Drain lines should be located outside the dripline of trees to be saved wherever possible. 18. The storm drainage system shall be constructed according to the approved plans which are on file in the Engineering Depa- •tment. Any deviatiot. from the approved plans will require written approval from the proper agency. 19 Structures shall not he permitted within 10 feet of the spring line. of any storm drain pipe. 20. Construction of dewatering (groundwater) system, if required. shall be in accordance with the A.P.W.A. Standard Specifications, Section 61 -3.02, 1981 edition. 21. Prior to occupancy, the permanent storm drainage system must be cleaned out by pumping. (Do not pump or dispose into any other stream, storm sewer, or sanitary sewer system.) 22. Rip rap rock for erosion protection shall be of sound quarry rock placed to a minimum depth of one (1) foot. Rock aggregate to be as follows: 1/2"- 2'- 105E -40% 2' - 4" - 205E - 40% 4"- 8'- 40 % -70% 23. Tutting of all storm sewer pipe will be at the option of the City of Tukwila. 24. When plain aluminum pipe or pipe arch is used where it will be in contact with concrete or concrete pipe, all alununum surfaces in contact with the concrete or concrete pipe shall be painted with two coats of paint. The aluminum pipe to be painted shall be cleaned with solvent to remove contaminants. After cleaning, the pipe shall be painted with two coats of paint conforming to Federal Specification TT-P-645 (Primer, Paint, Zinc Chromate, Alkyd Vechicle.) GRADING GENERAL NOTES: All work and materiale shape be in accordance with the •Standard Specifications for Road, Bridge. and Municipal Construction,• Washington State Department of Transportation and American Public Works Association, Washington State Chapter, 1988 edition. Together with the latest edition of the City of Tukwila Engineering Standards. 2. An approved copy of these plans must he on sit: whenever construction is in progress. 3. It small be the sole responsibility of the contractor to obtain street use and any other related permits prior to any construction activity in City right -of -way. 4. Prior to any construction activity. the City of Tukwila Engineering Department (433 -OI79) must he contacted for a preconstruction meeting. 5. All locations of existing utilities shown hereon have been established by field survey or obtained from available records and should therefore be considered approximate only and not necessarily complete. It is the sole responsibility of the contractor to independently verify the accuracy of all utility locatiors shown, and to further discover and avoid any other utilities not shown hereon which may affected by the implementation of this plan. The contractor shall contact the utilities underground location service (1 -800- 424. 555,5) prior to construction. The owner or his representative shall he immediately contacted if a utility conflict exists. The temporary erosion /sedimentation control facilities shall be constructed prior to any grading or extensive land clearing in accordance with the approved Temporary Erosion /Sedimentation Control plans. These facilities must be satisfactorily maintained until construction and landscaping is completes! and the. potential for on -site erosion has passed. 7. Aii earthwork under paving to be used by vehicular traffic shall be compacted to minimum 95% dry optimum density per A.S.T.M. D- 1557 -70 (modified I'roctor). Unless otherwise rioted, all elevations shown in paved areas on the plans are top of paving. 9. immediately following finish grading, any disturbed areas not specified for permanent landscaping shall be seeded and stabilized with permanent vegetation. consisting of rapid, persistent, and legume grs„es (minimum 8017 per acre). This is to include; 200E annual, perennial, or hybrid rye grass 405E creeping red fescue 405E white clover 1 .0. The site work improvements shall be constructed according to the approved plans which are on file in the Engineering Department. Any deviation from the approved plans will require approval from the proper agency. 1 t. The contiactor shall keep parking lots arid street clean at all times by sweeping. Washing of any traveled surface will not be allowed. 12. All parking and driveway areas to have positive drainage to collection /conveyance systems or overland sheet drain areas at one percent minimum slope; plan details shall not supersede this requirement. 13. e)pet7 -cut road crossings fur utility trenches on existing traveled roadways shall be backtilled in accordance with City of Tukwila, WSDOT /APWA Standard Plan B-11, and mnocha:l ally compacted. Cuts into die existing asphalt shall be neat -line cut with saw in a continuous Line. A temporary cold mix patch must be placed immediately after backfill and compaction. A permanent hot mix patch shall be placed within 30 days and shall be the thickness of the original asphalt or three (3) inches, whichever is greater. 14. Extruded cement concrete curbs around asphalt edges shall he constuctel per detail. • • r� HEAVY VEHICLE PAVEMENT SECTION NTS 0 MIN r / ea 'P >Q. a EX ■ RUDED CONC. CURB NTS n o U 7 O • ' v J -a O ! �i. ti S f 3' Mee. COMPACTED DEPTH CLASS "B' ASPHALT 6' MIN. COMPACTED DEPTH CRUSHED SURFACING 1'0 �bUR;I"' " T- TREATED NA . , ) 0 0 N p 0 00 .) 0 UPPER 1.0' OF SUBGRADE COMPACTED TO ( 15% As Y1537 ATZITKVJAL STRUCTURAL FLL MAY BE REO(J ED DEPaIDIVG ON SOLS C_ONDITICe tS. SOLS ENGr1EER TO VERIFY PAVEMENT SECTIONS PRIOR TO CONSTRUCTION. i I _2'_MW. CQMPACTED DEPTH CLASS B' ASPHALT CONCRETE PAVEMENT 6" MIN. COMPACTED DEPTH CRUSHED SURFACING ` TS( 1 TOURSE DF Y TfirA'TED 8ASET ' Ce LIGHT VEHICLE PAVEMENT SECTION NTS ta 1 UPPER 1.0' OF SUBGRADE COMPACTED ._TO 95% ASTM D -1557 STOS. ADDITIONAL STRUCTURAL_ FILL MAY BE REQUIRED DEPENDING ON SOILS CONDITIONS. SOILS ENGINEER TO VERIFY PAVEMENT SECTIONS PRIOR TO CONSTRUCTION WATER GENERAL NOTES & DETAILS: 1 All work and materials shall be in accordance with the 'Standard Specifications for Road, Bridge, and Municipal Construction,' Washington State Department of Transportation and American Public Works Association, Washington State Chapter, 1988 edition. Together with the latest edition of the City of Tukwila Engineering Standards. 2. An approved copy of these plans must be on site whenever construction is in progress. 3. It shall be the sole responsibility of the contractor to t:btain street use and any other related permits prior to any construction activity in City right of -way. 4. Prior to any construction activity, the City of Tukwila Engineering Departient 143.3-DI 79) must be contacted for a preconstruction meeting. 5. All locations of existing utilities shown hereon have been established by field survey or obtained from available records and should therefore be considered approximate only and not necessarily complete. It is the sole responsibility of the contractor to independently verify e the t ' i Y all utility I I ut t locations shown, •r s n n o and to further discover Y v' and avoid other utilities no shown hereon which may be affected by the implementation of this plan. The contractor shall contact the utilities underground location service (1. 800.424 -5555) prior to construction. The owner or his representative shall be immediately contacted if a utility conflict exists. 6. The water main distribution system shall be constructed according to tho approved plans which are on tile in the City of Tukwila Engineering Department. Any deviation from the approved plans will require written approval from the proper agency 7. Connections to existing facilities sl.ail be sealed off until construction is complete °. No connection: rv)II bo 3liowed until the new water mains have passed all pressure and purity tests. 8. Water Main Pipe, Bedding, and Trench Compaction: 9. All water main pipe 10" and smaller to maintain a minimum cover at 36 inches below finished grade. Where utility conflicts occur, water mains are to be lowered to clear. - 10. All water mains shall be pressure tested and disinfected in accordance with the specifications of the Washington State Health Department and City of Tukwila Standards. All inspection and pressure testing shall be done in the presence of, and under the supervision of, the City Engineer and /or his representative. 11. Contractor to provide plug; and /or temporary blow -off assemblies for testing and purity acceptance prior to final tie in. 12. 13. Domestic Water Services: 8. Meter boxes to be installed by the contractor. C. Meters to be installed by the City of Tukwila. 14. Buildings shall not be permitted within 10 feet of the spring line of any water main. 15. All water mains not in public right-of- trey require 10 foot wide easements to the City of Tukwila. 16. All fittings shall ba cast iron or ductile, with flanged or mechanical joint connection, and be the same thickness class as the pipe used. 17. Live taps to be coordinated with City at least 48 hours prior to construction. 18. All pipe fittings to be listed and labeled U.S. for fire service; installed, tasted and flushed as specified by NFPA Standards No. 13 and No. 24. Properly completed contractor's material and teat certificates are to b3 provided to Washington Surveying and Rating Bureau and the City of Tukwila. Concrete -- Thrust Block B. a .. A. B. C. D. E. • Fire Hydrants: •'•• All water main pipe to be cement tined, Class 52 ductile iron, conforming to A,N.S.I specifications A -21.51 (A.W.W.A. C151.76), or latest revision. Cement mortar lining and seal coating shall conform to A.N.S.I. A- 21.4.74 ( A.W.W.A C104 -74), or latest revision. Pipe joints to be pushed -on, mechanical or flange joints. All water main pipe fittings to be cement lined, Class 250 cast iron, conforming to A.N.S.i. A -21.10 and A- 021.11 -77, or latest revision. All water main pipe bedding to be A.P.W.A Class C. All wi.ter main cement concrete thrust blocks to conform to standard details shown on the plans. All water main trench backfill shall be compacted to minimum 92% dry optimum density per A.S.T.M. D- 1557 -70 (modified Proctor) prior to testing water mairs for acceptance. A. All fire hydrants shall conform to the City of Tukwila Standard Plan Nos. W -3, W -4, W -5, and W -6 All fire hydrant ports shall face perpendicular to curb and toward driveway as shown on the plans. A. All domestic water service lines to be type "K" copper, standard galvanized, steel pipe, or PVC pipe. Service connections shall be in accordance with City of Tukwila Standard Plan No. 202 or No. 203 (double straps and corporation stops). 18 "= L -a a� sae reso Cast iron Tapping Tae Size on Site Tap BACK OF EXIST) OR FUTURE See 1e SEE ttOTC 1 I !K AI II Ii i I U NOTE: FOR TAPS ON CEMENT t.INEO, ASBESTOS CEMENT, •:sr IRON OR SIZE ON SIZE UP TO AND INCLUDING 12" 1.0. 2 ASSEMBLY TO BE PRE•TESTEO. WATERMAIN TAPPING TEE (CITY OF TUKWILA STD. DETAIL # W 7) NTS i0" .4q Provide 0 ring seal per T.M.C. PROPERTY LINE SPACER s . • a'- ' •• <•1•: CONC. METER BOX BROOKS 65 - 1 1/2" AND 2" DOMESTIC SERVICE NTS ?ROV IDE THRUST BLOCK - I � 41; S - v5(• ►Meaeau Mwm . COAno1 t0 s' a At Z Os YLR rI Z arLL 1 A6arT(t art I iv) Ceel yAllh ( ►t 1 rl) 0 S ► I 000640 OMAHA O'(U , 0 aNtOrtd spa start eiens -tong r t el lteAAA? l dS. 11060 MCI IMYt IS at00:Ke Ir OCTEcrc• Taal tits riT:llN mar Or s J./vivo/ors YAMts 800th (I... 40 60. lists. sail TAL r( fit I ►L) 'Os, IM.OICATOI rs&st APAi'r. i ■ 1 'UI 314AC1tt nos (C0.7f41 Tit iIt a II) EXIST. OR FUTURE S/W FREE DRAINING GRAVEL MIX. 6" Cr.PTH 24 "COVER 90' SEE ROTE I C ITY art gnat PM/ 1 ft) MAI . d i 4110 111 111 III T0w11.01%J ►Is( Sts"; :t r i GUARD POST BLDG. OR FEE LANE -.dE AND DRIVEWA Bury Hydrant, ti a • I• a a 4 '. I:. .�-1• • It 0 ti -i,- -- f, DOUBLE STRAP SERVICE SADDLE SEE NOTE 2 NOTES: I. SEE SPECIFICATIONS FOR APPROVED TYPE OF PIPE 2. 90. ELBOW i RAISER PIPE SHALL SE GALYAN12E0 FOR INLET AND OUTLET SIDES n•sr11 10.•11K, yIr SlMtt tr / t P IJ. sorts- I) .11T 94.. rIT1t1G Slrts SA VA Intl ail IsOivraw nine n0'61% t Saatt It Otlllwlefu ►+ MM Flat Or•I. n VII t0(A1i641 0 K OuISIot Of Oil III t.15tNIAT Co .alralt ra0r( I) Iry flTAM.a(I S6V1: Ili 150$15( rpt WDatSPACI AA/AM ALL IITTIIX,S 10 144 104 Of VAULT, ) CONCRETE VAULT SNAIL MAY( A tb' r t8• STEEL MATCH OR TWO 3' L 3' STEEL HINGED DO2R3 (PIPE Vic. US. 1(633. o• EWAU .r t flAfs - .1 (, CQCI Sur( SAfta111 1 C(Ral •eu 577 LA PiT OR GaEATER: PIPE INC. 1'4'47'07' TTYPiCAL PRINKLER PIT N(CITY TS OF TUKWILA STD. DETAIL #W -9) NOTE( GUARD POSTS SHALL BE 6' LONG x 6' DIA. CONC. FLLED DUCT!L.E IRON POSTS BURIED 3' BELOW FINISH PAINT GRADE. PAINT WITH TWO COATS OF RUST -OLEUM NO. 2766 -HI GLOSS YELLOW a f.5' 0.5' VARi 3z MiN1r4UM 3' ANO MAxir4UM 10' FIRE HYDRANT ASSEMBLY (CITY OF TUKWILA STD. DETAIL # W -3) NTS a• r Di" %midi :7 0 TENPOR *R PERFORAT E SPACER (ANGLE METER MUELLER tH- 34246 OR EQUAL STOP tPT INLET !FLANGE OUTLET i / 1/ /7; _IRE .HYDRANT . PLACEMENT DETAIL NTS . FIRE is'roRANT r0 BE PAINTED want TWO COATS GE "RuSrot-ELN' •659 YELLOW GLOSS. HYDRANTS TO 8E MLELLER eA -24015 OR ML£LLER A -L19, oR EQUAL. i1YDRANr, TO CONFORM TO A.W.W.A. SPECIFiCATICNJS C 502 -5 SHALL BE CCIMPRESSION -TYPE AND SHALL HAVE 2 -PIECE BREt.x- U N", FLANGE WIN BREAKING THI BLE AT THE GROt.ND LINE OF S TE?•4. HYDRANTS SHALL CONFORM TO CITY ORDINANCE #1567 PtMBER TO FACE STREET OR AS DIRECTED BY FiRE DEPARTMENT. HYDRANT SHALL HAVE A SELF - OILING DRY BONNET WITH FACTORY FILLED RESERVOIR, HOLDING APPROX. 18" 8 OUNCES OF OIL. OiL RESERVOIR SHALL HAVE NOT LESS THAN TWO "0" RING SEALS. THE UPPER STEM SHALL HAvE A 8RA5S SLEEVE, :• O t VI YO. COURSE GRAVEL OR CRUSHE ROCK (3' to MC) A. HYDRANTS SHALL BE EQUIPPED wITr1 rwo 21/2" N.S.T. HOSE PORTS ANO ONE 5' STORTZ PU'.PER DISCHARGE PORT ANO SHALL HAVE A Ili" PENTAGON OPEN -LIFT OPERATING NUT. HYDRANTS SHALL HAVE A 6" M.J. BOTTOM CCNrECTiON AND 54" MAIN VALVE OPENING; SHALL SE DESIGNED FOR A 42" BURY AND SHALL HAVE 18" ABOVE GRADE LEVEL. TO PUM- PER DISCHARGE PORT. B. TO BE U. L. APPROVED AND HAVE A 2" OPERATING NUT. C. 18" TOP SECTION CAST IRON VALVE BOX WITH SLIDING EXTENSION (RiO -i v /TABS). 0. t - CAST iRON TEE - M.J. X M.J. X F.L. F. 2 -3/4" COATED STEEL SHACKLE RODS. G. '. CY - 1 :3:6: CONC. MIX POUF IN PLACE TO BLOCK MAINTAIN CLEARANCE FOR BOLTS. H. HYDRANT INSTALLATIONS TO BF PER THIS STANDARD PLAN AND REQUIREMENTS OF TUKWILA MUNICIPAL CODE 14.2'1 AND CiTY ORDINANCE •729. 12' P. 4• el ►t W 5115 AT LAST 110 ,0 Catiff110•4 3.4 r((M A40y( te ,A1C(t. SAr(rr 5(50 1.. n Fur 10 CO" ....ADDITIONAL GUARD POSTS MAY BE RE' OUIRED PER PLAN / DEPENDING ON HY0 / . EXPOSURE T ,.� e v VEHICLE SANITARY SEWER GENERAL NOTES & DETAILS: All work and materials shall be in accordance with the 'Standard Specifications for Road, Bridge, and Municipal Construction.• Washington State Department of Transpo and American Public Works Association, Washington State Chapter, 1988 edition Together %with the latest edition of the City of Tukwila Engineering Standards. 2. An approved copy of these plans'must be on site whenever ceastntction is in progress. 3. It shall be the sole responsibility of the contractor to obtain street use and any other related permit, prior to any construction activity in City right-of-way. 4. Prior to any construction activity, the City of Tukwila Engineering Department 1433 -0179) must be contacted for a preconstruction meeting. 5. 6. The sanitary sewer system shall he constructed according to the approved plans which are on file in the City of Tukwila Engineering Department. Any deviation from the approve() plans will require written approval from the proper agency. 8. All locations of existing utilities shown hereon have been established by field survey or obtained from available ! le records and should th2rcforr, bxe considered approximate only and not necessarily complete. It is the sole responsibility of the contractor to independently verify the accuracy of all utility locations shown. and to funher discover and avoid any other utilities not shown hereon which may be affected by the implementation of this plan. The contractor shall contact the utilities underground location service (I.800 - 422.5555) prior to construction. The owner or his representative sled' he immediately contacted if a utility conflict exists. All new sanitary sewer lines stall be sealed off at the existing trunk connection point until all upstream construction is completed, cleaned, tested, tamped, and accepted by the City of Tukwila. All construction debris and water shall be removed front pipe prior to opening seal. Manholes and Lids: A. All Typo i - 48' manholes shall be constructed per WSDOT /APWA Standard Detail B -23a, with eccentric cones. B. All maehc :les shall have a minimum drop of 0.10 feet between inverts. All manholes not in paved areas shale have locking lids. D. It shall he the responsibility of the contractor to adjust all neinhole tops to match final asphalt elevations and ground elevations in landscaped areas. 9. Sewer Pipe, Bedding, and Trench Compaction: A. All sewer pipe shall be one of the following as designated: 1. P.V.C, conforming to A.S.T.M. S- .1034, SDR 35. 2. Ductile Iron. Class 50, conforming to A.W.W.A CI51. 3. Pipe may be any of the above provided: Page - aoece, a) b) 4. Minimum pipe cover at manholes shall be 8.0 feet and 5.0 feet between runs. B. Pipe bedding shall he A.P.W.A. Type ''F' with material conforming to Section 9- 30.7A(2). C. Trench backfill shall be compacted to minimum 92% dry optimum density per A.S.T.M D- i557-70 (modified proctor) prior to testing sewer lines for acceptance. 10. Side Sewer Laterals: A. Side ,ewers shall be 6' minimum diameter at 2.0% minimum slope. B. Side sewers shall be tested for leakage at the same time the main line sewer is tested. If not tested together, provide test tees at sewer main connections. C. Buildings with greater than 10 unit shall be serviced by one of the following methods: I . Double 6' diameter services connected to truck by standard tees or into manholes. 2. Single 8" diameter service with cleanout, connected to trunk into manholes only. (Alternate connection methods are depicted on plans.) D. All lateral connections to sewer mains shall be made with a wye or sweeping tee. I 1. Construction of dewatering (groundwater) system shall be in accordance with the A.P.W.A Standard Specifications, Section 61 -3.02, 1981 edition. 12. Whenever sewers must cross under water main the sewer shall be laid at such an elevation that the top of the sewer line is at least 36 inches below the bottom on the water main. 13. Buildings shall not be permitted within 10 feet of the spring line of any sanitary sewer pipe. 14. Prior to occupancy, the developer shall grant 10' wide sanitary sewer easements to the City of Tukwila. 15. Cleanouts shall he provided at the right of way line for laterals entering the public right -of -way. "e E ^a ^ •. • • ele r r: r e• �a.' .. .,s " - r oll : 'f i Cot Iron 4 ,q Are; Cover Pipe joints must be of the same materials, and Where a pipe material is specifically shown on the plan, that meterial must be used. j:T T L. ? S . r ... tort // V . N. -11• Pena SANITARY SEWER CLEANOUT NTS t: •• ie 0 CO fi42 eau. � CO 0 co •i+5( reap -a 4 co as 0 Cs 15 r Q z co C 3t ee O Yaw /of e•4•• SEE TRENCH EXCAVATION DETAIL • - 1 • , , / FNN 1r.' O.K.. 5,u see moor'., S.u• O.LTi Y. - I • • - ,-- - • 0 S0 •TU■ ' FT A C5 4.'.u.. Ss IO. a Y (+5( "-�- -/ 011 1 FO P4T 1 • T e .te p arl•Gn la we, 7 S - a { - .t • ., .. .._. •• - • - '0■1co11 boss amO I••5( I•.• R„1• 5(Y••, L...� • - 1"-- .•y.h.o 1.rrern Top C••••. a ism t orNS �M ..0.•s, Cr ►.sco•• t toss - S.oer 1.1 Cop • PIo.• es.• a 5..•..i. Pr•400 Bats i� s¢CTioI P..ro 1110 (f se Sirs" . Belo CNtT 0 7'. :O ■•,r , ..o,. Fret .an q, 45` O•A 0'9 `.O T ..•.Ct. a•••••• ee• :S QA NOTES ~ - STREET SURFACE KMNUFACTURED TEE FOR NEW MAIN LINE OR HACHMICAI TAP MD APPROVED SADDLE FOR EXISTING t4AIN LINE SEWER HAIN -� CAST IRO? HON- LOCKING COVER HIN.IWGHT, 150 L8S. 'SEC 'IQtt : A A Z J ZI -. y � r I-.A --N5 a. 9 -- L.C... / r: Sl.p• /rl IT Tr) I ,eta c •. l..,u.., o sMU y C r.we or Ir,e pys • ssonna•s •c n. Cer•,' (I eel , e• OCC Or C.Y .••••• a.SMTO M•f'f9 unle ^•s ••'he•• se sr•o.■ tr •••r•s •• 1.OT•a h Ire S•y,:ye SDeaf•CO1ltfns. Plondr•GOS in I;o,.Sl S.C'IO•'+ •nOA l5.t 1• •.1Nn.,e. CIt'a' 0 5 • I monncot snot ho., b'••nl•,,r clew - once. See Str•ayr PO" •his ce.y'eoul Yyv,'•• Ueto.%• T /B" Fitt l /ii/ /t /i/ /i/i // / /WAIVAi/iri 2 WHINE SEAT - Awl el c.•* A. r.S,l cr Ceu '.ClI t^ t• co'H.•••• YW40e Cos! • Nbm•$lnfOrCeC cc•c• eye in cno^ •v.c s ..I Sr•n5 b-• Class r. A. Feces• corer••• sr... Pe Coss. •1 Pr.t as. b•S•a V•I. Pe •./.dsneC . • re c•,•0..,•,, 0' knot * ores . •. .(,.,IS sh)'no -e C 'lY 1 n'0•'.4 5: Of r• .'.Inl.nyl•, 1roc.o,.. a cyloul noes 5lre 10 ease• to 5 •■••• OY.O••■• Oki) nw :nose •o. I1N1Ph ;11 YO.lnyfn hoe SOO 15 )t' •■• 40' *tr+nw•. 47' •n. 54' ■■•••ass uln :rw MsIy<, te•.e. nap 's A' 1•Cll • I O'•C CO. • S 10 De :I Cc CO OO^•c e .12n 05001 S•d•CO• S scIfIcQIIP1S tyul •••.• •r•I if'•nQin "ea,;r•"•en'e Of ret3 -. •s 5(1<: • "cv M, .r P 6 r. u . r T . I, s.e I :n• o aces v +cl.be r + ex. • ec.••••; 111 • Ian on, to... LOS At ooze relnfta 5I•s: V144 f•O... c w %' ••' 0 40.'•0 Pit 0n0 be 1 1C.r V •'C no•• 0 •r•• CCs. . '• r Mes 5MCP trKe F or 1•ellhts 01 I? CI 4155, ■inl•• ss• t••■InQ •'T.1 •OvC`'% 3.3(10 POUM% Pe Scv'7re • CC' CV' .•llrr.• •e• 1: ,.,•,..en CON PecYll• .Ok• e•n.0, `..r: {• co•..•• se' se..ore fool. f oe trOs inu•I•Q ••0e AIr.C, w eer, s.. ,.. MOnBx..- G•C 1 c S•x1. See STCnrr,,r t•• -• u0' D..,.,• SANITARY SEWER MANHOLE TYPE 1-48" NTS 1/8 BEND (,� I APPICABLE 1F I ` 6" NiN. DiA I PIPE TO P/L I M1N\ . • . e 'a• ••••••••41 Fwr••• MLord.' Mks.. GYM P'•'s• 004•11 -BEDDING VARIES • NOTES: SANITARY SIDE SEWER NTS L 2 -1 /2 i1 CORE - ld HOLES NON-iKID PATTERN TO BE CAST INTEGRAL ON TOP OF COVER NOTES: COVERS SHALL IONE THE WORD "SEWERS' IN 2" RAISED LETTERS WHEN USE0 IN CONNECTION WITH SANITARY SEWER INSTALLATIONS OR "DRAIN" WHEN IN CONNECTION WITH STOkM!SEWEAS INSTALLATION OR 'WATER" WHEN :N CONNECTION WITH WATER DISTRIBUTION INSTALLATION CAST IRON FRAME - MIN. WGHT. 210 LBS. 24" MANHOLE FRAME WITH COVER NTS APPROVED 6 REDUCER FOR RESIDENTAL CONNECTION UNLESS OTHERWISE DESIGNED 'CLASS "A" BEDOING SHALL BE USED Al DEPTHS GREATER THAN 15 FT. 'CRUSHED ROCE, PEA GRAVEL OR APPROVED NATIVE MATERIAL FOR DEPTHS UNDER 15 FT. '6EDDIUG AND GRADE SHALL BE ESTABLISHED PRIOR TO PIPE BEING PLACED IN TRENCH. - .3 I -q1 -PROPERTY LINE 6' MINIMUM AT PROPERTY LINE dISE DESIGNED es SLOPE HINIMuM Lu (LI cot aa 0 Lr 0. co al op 1111111ilili1111111 1111 4 NOTE: If the notice, it is E ir OZ: et microfilmed document is less clear than this due to the quality of the +or iginal document, ran fyll env isms g tore 511 4 a I rec a7 1 1:01 2 n _ I C 0 otc a. • IC? Gi-j —7 f}V GATEWAY DRIVE 7 I3ER1-1 (TYP) 00 at4i s EA I� t3V • . • • . L • 1 1 EJ E.J r U GDLD 10 FL, 1 (1) r — /' - L G�L.rit� —I I Z% IO E3V 21" 136F-M (TYP) EA s•: FV GH Building 9 5 PC '- -=f E.J I 'EJ 5 f- aa-1 J E.A EP\ 1 goale: 14. 20, —O„ STATE OF WASHING TOH REGISTERED LANDSCAPE ARCHITECT itARK H. " LALUG CERTIFICATE PlO. 4 r z-f " SaP1-1 CT YF ) RECEIVED nay nF TItKWILP MAY 7191 PEfNltTi ENTER Landscape Architecture 133 Seventh Avenue West Kirkland, WA 98033 -5301 Phone 206 822 -5895 Fax 206 822 -1105 r • .• n 7 ' qP• 7 ti F' 111II11I 11111(! /III 11111 1 IIIIIIIIIIIIIIIIIIIIIIIIII ,VIIIII (L1I,Ifllll 1 L 'IlifaI(ILillj111 +1 1111( i! I (ill�lll�l�l( 0 16 'HI INCH 1 2 3 4 5 F 7 I 8 9 • 10 11 mo 12 NOTE: If the microfilmed document is less clear than this notice, it is due to ths: quality of the original document. I 0c 6Z 8C 4Z 9Z SL f;Z EZ ZZ tZ o 6t 81 4t 91 GI 7t CI Zt tt 01. 9 8 4 9 S • i E Z l ww 0 I� I I I I I !� , i I�i �I , 11 1 " I „ { 1 I 11 11 IIIIIIIiI ,1.111111 1111 1111 i 1111111 1111 Ili! 111111J1 III111i,�Illilllii ,11I1i it ! 1 1I1i111111d11ili I lOhliililillill !iiiiiIHIIIIMI)l.l 1 X111 Ills Iii! ii 11111 111111 111111)1 1� 1 I i I 1 Iii :..:., .r, .. ... ., ...... . , II .1111�i1 lll�lllllii. 11111Jliill) iillll,{ l�ll�������1i, Ill�����iilllllllllill !nl� I.111111i�lllln -.1111 +lfti`+i Irrigation Schedule ___._-_ SYMBOL DESCRIPTION P.S.! RADIUS G.P.M. RAINBIR'' 1804 -PRS - 15F, 4" POP -UP SPRAY 30 15 3.70 RAINBIRD 1804 - PRS - 15TQ, 4" POP -UP SPRAY 30 15 2.78 RAINBIRD 1804 - PRS - 15H, 4" POP -UP SPRAY 30 15 1.85 RAINBIRD 1804 - PRS - 150, 4" POP -UP SPRAY 30 15 0.93 RAINBIRD 1804 - PRS - 15VAN, 4" POP -UP SPRAY I 30 15 1.85 RAINBIRD 1804 - PRS - 12F, 4" POP -UP SPRAY 30 12 2.60 RAINBIRD 1804 - PRS - 12H, 4" POP -UP SPRAY 30 12 1.30 RAINBIRD 1804 - PRS - 12Q, 4" POP -UP SPRAY 30 12 0.65 RAINBIRD 1804 - PRS - 8H - FLT, 4" POP -UP FLAT SPRAY 30 8 0.79 RAINBIRD 1804 - PRS - 80 - FLT, 4" POP -UP FLAT SPRAY 30 8 0.39 RAINBIRD 1806 - PAS - 12H - FLT, 6" POP -UP SPRAY 30 12 1.30 RAINBIRD 1806 - PRS - 120 - FLT, 6" POP -UP SPRAY 30 12 0.65 RAINBIRD 1806 - PRS - 8H - FLT, 6 POP -UP FLAT SPRAY 30 8 0.79 RAINBIRD 1806 - PRS - 80 - FLT, 6" POP-UP FLAT SPRAY 30 8 0.39 RAINBIRD 1806 - PRS - 5F -B STREAM BUBBLER 30 5 1.50 RAINBIRD 1806 - PRS - 5H -B STREAM BUBBLER 30 5 1.00 RAINBIRD 1806 - PRS - 5Q -B STREAM BUBBLER 30 I 5 0.50 RAINBIRD 1806 - PRS - 15SST, 6" POP -UP SIDE STRIP SPRAY 30 4' x 30' 1.21 RAINBIRD 1806 - PRS - 15EST, 6" POP -UP SIDE STRIP SPRAY 30 4' x 15' 0.61 `tom` .4 ` 01 I RAINBIRD 150 - PEB, 1 1/2" REMOTE CONTROL VALVE D© I RAINBIRD 100 - PEB, 1" REMOTE CONTROL VALVE RAINBIRD 44RC, 1" QUICK COUPLING VALVE 2" CLASS 200 PVC MAINLINE CLASS 200 PVC LATERAL LINE (SIZE AS NOTED) SCH. 40 PVC SLEEVING (TWICE SIZE OF INTERIOR PIPE) Building 8 ?RESEKv� c eKcsice r Cy! �.TING RRICa.'``rloN RE..r�K 4 REQLd: AN '' t7AMA (iZ l i I'Y �---4 GOtJ� - 1 G�71of•1 J TIVFri Irrigation Notes FEBCO 805Y, 1 1 /2" DOUBLE CHECK VALVE ASSEMBLY WITH WEATHERMATIC 8024BCR - 15, 1 1/2" VALVE, AS MASTER VALVE RAINBIRD RC -1260C w/ RC -1260S AUTOMATIC IRRIGATION CONTROLLER WITH ADD ON CONTROLLER 1. GENERAL CONTRACTOR TO PROVIDE INSTALLATION OF 110V ELECTRICAL SERVICE FROM ELECTRICAL SOURCE TO AUTOMATIC CONTROLLER, INCLUDING WIRE HOOK -UP INTO MOUNTED CONTROLLER. CONFIRM LOCATION OF CONTROLLER WITH GENERAL CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. 9. REFER TO CIVIL ENGINEERING PLANS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS FOR GRADING AND UTILIES INFORMATION. 10. REFER TO SPECIFICATIONS AND PLANS FOR ADDITIONAL NOTES. 2. GENERAL CONTRACTOR TO PROVIDE AND INSTALL 2" IRRIGATION METER AND 2" SERVICE LINE PER THE LOCATIONS SHOWN ON THE ENGINEERING PLANS. GENERAL CONTRACTOR SHALL PROVIDE A 2" THREADED CAPPED PIPE OFF OF THE WATER SERVICE AT 18" BELOW FINISH ELEVATION AT THE IRRIGATION SOURCE CONNECTION LOCATION INDICATED ON THE DRAWINGS. 3. IRRIGATION CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS AND FEES AS REQUIRED BY APPLICABLE: CODES AND ORDINANCES FOR THIS WORK. ALL WORK TO BE INSTALLED PER LOCAL CODE REQUIREMENTS AND MANUFACTURER SPECIFICATIONS. 4. IRRIGATION CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE FINAL APPROVAL PER THE CONDITIONS IN THE SPECIFICATIONS. 5. IRRIGATION CONTRACTOR SHALL PROVIDE PROTECTION OF ALL PROPERTY, PERSONS, WORK IN PROGRESS, STRUCTURES, UTILITIES, WALKS, CURBS AND PAVED SURFACES. VERIFY LOCATIONS OF ALL UNDERGROUND UTILITES PRIOR TO COMMENCEMENT OF WORK AND PROTECT SAID UTILITIES. 'CALL BEFORE YOU DIG' 1- 800 - 424 -5555. 6. IRRIGATION CONTRACTOR TO PRESERVE AND PROTECT EXISTING IRRIGATION SYSTEM TO REMAIN. REPAIR AND REPLACE ANY DAMAGE CAUSED BY CONSTRUCTION ACTIVITIES. 7. HEAD AND PIPE POSITIONING IS DIAGRAMATIC. ADJUST IN FIELD AS NECESSARY TO PROVIDE ADEQUATE COVERAGE. 8. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR WINTERIZING THE SYSTEM AND ACTIVATING THE SYSTEM (ONCE EACH) PER THE SPECIFICATIONS AS PART OF THIS WORK. Scale: V= 20' --O" r otw T or GoNI\I TION STATE OF WASHING TON REGISTERED LA$DSCAPE ARCHITECT let" 01./guMSITGPi CERTIOCATE NC. L. PERMIT CENTER Landscape Architecture 133 Seventh Avenue West Kirkland, WA 98033 -5301 Phone 206 822 -5895 Fax 206 822 -1105 BUILDING 8 IRRIGATION PLAN File: MAY 071991 JOB NO.: 9101 DATE: 1'2.5•`11 DRAWN: 61s CHECK: 116 SHEET NO OF: wcaisarialatii 1 lil lIl 11l Iii iii +i11 iii I} li� 'l 'Mil ii! Iii t iii 11l iii 1;I L iji +i I11 " 11111101111101111111111111,111111111f111141 `' I !il l;l �� I III ' l i I, I( I I I i i i I( I I Ell I � 0 +e nas INCH 2 3 4 5 6 7 8 9 NOTE :: If the microfilmed document is less clear than this notice, it is due to thku quality of the original document. QO FZ 8G LZ 9Z se bZ f :Z IIIII�IIIIIll !Ili!f�lfll�lllllifll�ili III !I!IIlIII�IIl111lII�l!I!�!i':! cz OZ 61. 81 Lt 9: 'I sit CL 2.t 11 01. 6 9 L ff 9 s +r a z ww 0 ! I I I ' I�il! l��II I I IiI! illi I !!!!II ?I! III!II! III! iill! Il�iilllllll�IlllIIII! �iilllllll�IIIII�! Il�lliill! II�I!I!�II!I�IIIII!!II�!!!!IIII 1 1 . T1 11111)11111 10 11 '4 D Kr."" 12 • • Irrigation Schedule ___._-_ SYMBOL DESCRIPTION P.S.! RADIUS G.P.M. RAINBIR'' 1804 -PRS - 15F, 4" POP -UP SPRAY 30 15 3.70 RAINBIRD 1804 - PRS - 15TQ, 4" POP -UP SPRAY 30 15 2.78 RAINBIRD 1804 - PRS - 15H, 4" POP -UP SPRAY 30 15 1.85 RAINBIRD 1804 - PRS - 150, 4" POP -UP SPRAY 30 15 0.93 RAINBIRD 1804 - PRS - 15VAN, 4" POP -UP SPRAY I 30 15 1.85 RAINBIRD 1804 - PRS - 12F, 4" POP -UP SPRAY 30 12 2.60 RAINBIRD 1804 - PRS - 12H, 4" POP -UP SPRAY 30 12 1.30 RAINBIRD 1804 - PRS - 12Q, 4" POP -UP SPRAY 30 12 0.65 RAINBIRD 1804 - PRS - 8H - FLT, 4" POP -UP FLAT SPRAY 30 8 0.79 RAINBIRD 1804 - PRS - 80 - FLT, 4" POP -UP FLAT SPRAY 30 8 0.39 RAINBIRD 1806 - PAS - 12H - FLT, 6" POP -UP SPRAY 30 12 1.30 RAINBIRD 1806 - PRS - 120 - FLT, 6" POP -UP SPRAY 30 12 0.65 RAINBIRD 1806 - PRS - 8H - FLT, 6 POP -UP FLAT SPRAY 30 8 0.79 RAINBIRD 1806 - PRS - 80 - FLT, 6" POP-UP FLAT SPRAY 30 8 0.39 RAINBIRD 1806 - PRS - 5F -B STREAM BUBBLER 30 5 1.50 RAINBIRD 1806 - PRS - 5H -B STREAM BUBBLER 30 5 1.00 RAINBIRD 1806 - PRS - 5Q -B STREAM BUBBLER 30 I 5 0.50 RAINBIRD 1806 - PRS - 15SST, 6" POP -UP SIDE STRIP SPRAY 30 4' x 30' 1.21 RAINBIRD 1806 - PRS - 15EST, 6" POP -UP SIDE STRIP SPRAY 30 4' x 15' 0.61 `tom` .4 ` 01 I RAINBIRD 150 - PEB, 1 1/2" REMOTE CONTROL VALVE D© I RAINBIRD 100 - PEB, 1" REMOTE CONTROL VALVE RAINBIRD 44RC, 1" QUICK COUPLING VALVE 2" CLASS 200 PVC MAINLINE CLASS 200 PVC LATERAL LINE (SIZE AS NOTED) SCH. 40 PVC SLEEVING (TWICE SIZE OF INTERIOR PIPE) Building 8 ?RESEKv� c eKcsice r Cy! �.TING RRICa.'``rloN RE..r�K 4 REQLd: AN '' t7AMA (iZ l i I'Y �---4 GOtJ� - 1 G�71of•1 J TIVFri Irrigation Notes FEBCO 805Y, 1 1 /2" DOUBLE CHECK VALVE ASSEMBLY WITH WEATHERMATIC 8024BCR - 15, 1 1/2" VALVE, AS MASTER VALVE RAINBIRD RC -1260C w/ RC -1260S AUTOMATIC IRRIGATION CONTROLLER WITH ADD ON CONTROLLER 1. GENERAL CONTRACTOR TO PROVIDE INSTALLATION OF 110V ELECTRICAL SERVICE FROM ELECTRICAL SOURCE TO AUTOMATIC CONTROLLER, INCLUDING WIRE HOOK -UP INTO MOUNTED CONTROLLER. CONFIRM LOCATION OF CONTROLLER WITH GENERAL CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. 9. REFER TO CIVIL ENGINEERING PLANS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS FOR GRADING AND UTILIES INFORMATION. 10. REFER TO SPECIFICATIONS AND PLANS FOR ADDITIONAL NOTES. 2. GENERAL CONTRACTOR TO PROVIDE AND INSTALL 2" IRRIGATION METER AND 2" SERVICE LINE PER THE LOCATIONS SHOWN ON THE ENGINEERING PLANS. GENERAL CONTRACTOR SHALL PROVIDE A 2" THREADED CAPPED PIPE OFF OF THE WATER SERVICE AT 18" BELOW FINISH ELEVATION AT THE IRRIGATION SOURCE CONNECTION LOCATION INDICATED ON THE DRAWINGS. 3. IRRIGATION CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS AND FEES AS REQUIRED BY APPLICABLE: CODES AND ORDINANCES FOR THIS WORK. ALL WORK TO BE INSTALLED PER LOCAL CODE REQUIREMENTS AND MANUFACTURER SPECIFICATIONS. 4. IRRIGATION CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE FINAL APPROVAL PER THE CONDITIONS IN THE SPECIFICATIONS. 5. IRRIGATION CONTRACTOR SHALL PROVIDE PROTECTION OF ALL PROPERTY, PERSONS, WORK IN PROGRESS, STRUCTURES, UTILITIES, WALKS, CURBS AND PAVED SURFACES. VERIFY LOCATIONS OF ALL UNDERGROUND UTILITES PRIOR TO COMMENCEMENT OF WORK AND PROTECT SAID UTILITIES. 'CALL BEFORE YOU DIG' 1- 800 - 424 -5555. 6. IRRIGATION CONTRACTOR TO PRESERVE AND PROTECT EXISTING IRRIGATION SYSTEM TO REMAIN. REPAIR AND REPLACE ANY DAMAGE CAUSED BY CONSTRUCTION ACTIVITIES. 7. HEAD AND PIPE POSITIONING IS DIAGRAMATIC. ADJUST IN FIELD AS NECESSARY TO PROVIDE ADEQUATE COVERAGE. 8. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR WINTERIZING THE SYSTEM AND ACTIVATING THE SYSTEM (ONCE EACH) PER THE SPECIFICATIONS AS PART OF THIS WORK. Scale: V= 20' --O" r otw T or GoNI\I TION STATE OF WASHING TON REGISTERED LA$DSCAPE ARCHITECT let" 01./guMSITGPi CERTIOCATE NC. L. PERMIT CENTER Landscape Architecture 133 Seventh Avenue West Kirkland, WA 98033 -5301 Phone 206 822 -5895 Fax 206 822 -1105 BUILDING 8 IRRIGATION PLAN File: MAY 071991 JOB NO.: 9101 DATE: 1'2.5•`11 DRAWN: 61s CHECK: 116 SHEET NO OF: wcaisarialatii 1 lil lIl 11l Iii iii +i11 iii I} li� 'l 'Mil ii! Iii t iii 11l iii 1;I L iji +i I11 " 11111101111101111111111111,111111111f111141 `' I !il l;l �� I III ' l i I, I( I I I i i i I( I I Ell I � 0 +e nas INCH 2 3 4 5 6 7 8 9 NOTE :: If the microfilmed document is less clear than this notice, it is due to thku quality of the original document. QO FZ 8G LZ 9Z se bZ f :Z IIIII�IIIIIll !Ili!f�lfll�lllllifll�ili III !I!IIlIII�IIl111lII�l!I!�!i':! cz OZ 61. 81 Lt 9: 'I sit CL 2.t 11 01. 6 9 L ff 9 s +r a z ww 0 ! I I I ' I�il! l��II I I IiI! illi I !!!!II ?I! III!II! III! iill! Il�iilllllll�IlllIIII! �iilllllll�IIIII�! Il�lliill! II�I!I!�II!I�IIIII!!II�!!!!IIII 1 1 . T1 11111)11111 10 11 '4 D Kr."" 12 • 1'; N. if 2 HAI N L 11vk, GATEWAY DRIVE =ft ill. s ®. MOO OM= =MO a _-- - .III) AVIV PE. - to .WM MIM1 M/. taw. / A ' , I • t/� •. Building 9 pI &(G GOt4MOLLL(( 11.1,171✓ 011 i"r/ l:, C•OURGINATL , A/ GEl LI°C L_ eCKTKA■Cibrc 1%2: - i 4:. 11,4 I/9 7/" E =1 4:9-.---ex 1 1 11 1 11 1111 Scale: 1"-, 201_0# STATE oi: VIMMOGkaTON REGIST€AEO LANDSCAPE ARCNfC i xN .ORUNICs;AUGH / CERTlfICATE NO. RECEIVED CITY OFTIIKWI A MAY 7 1991 PERMITCENTER Landscape Architecture 133 Seventh Avenue West Kirkland, WA 98033 -5301 Phone 206 822 -5895 Fax 206 822 -1 105 File: BUILDING 9 IRRIGATION PLAN MAY 0 7 1991 JOB NO.: 9101 SHEET NO OF: J: .. r` 0 is THS IHCr 1 'vv .�l+tii 1 11 I li' I 1 1'1' 11 1 1 11 11 11 1 '11 2 I 3 0E 6Z 8e LZ 9Z 5Z 4 7Z CZ ZZ 1 1111111! ln1i1 I II!! 111111 ,III1IIIri1111!!;111!11I1!11 Iii 1 1 1 1 1 11111111111111111111111 111111111111 11 11111111111111111111111111111111111 1111111 1, 11111111111111111 111111111111111111111111 5 6 7 8 9 10 11 momemam 12 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 0 IZ 0? 6 81 L. 91 S` 4 71 C: t1 Zt I 1 O1. 1 1 8 1 8 1f 1 L. 9 g b £ Z t ww 0 !!'ll,I!IlfilitIIU 1111I1iid111111111111161II 1111dlo! 1II1l11!I!II1I1;l jnjlIllliliil.il100l I it I I I I I ,11 ( ' ( I •- _•.�� 1 ,) I ,I.!lI,�IJI I i.1 IIII�IIII�i111111i1f! 111IIIII (Ilillill!11lI!IlIIIIIIIII II III • I I ! 1111 ars7 •+ _ 1.4 pli\cyv)-i 4/2a c 41 t o , 44 . 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I w 11 0110 1( ell }�+1,., i/01. • •111 I.) 1— I111II '•L (1 .11111 11II1I II II Lk SHRUB PLANTING " tent i rvG I. P1 P rico 6,e4 'f ° L- GoNI rk6 61, zjJ I rtco4 - 01.6 -61 cot's vl. I '' 1 l4 -ve if it 1I 114 L II -lie I N otta 4as c. li I4ul * />017 MIL .. 1p./o. -'or 1 b, or SLEEVING AND TRENCHING DETAIL r'7 3 es/ ea- !r gI � Illll II wi • ao P D p 11 O • .-.. f O� FVJ 1 Mi4. Ay g p rifT 2'I Nco oaf AO I EVE �N� f"SrG'f'',ah �II.E rs�,�P1oI� REMOTE CONTROL VALVE • • • /° ---�. WIC cot4levroiwp SPACING DETAIL X0 AH LL F 17 IFie1? ! ` - to rye- �o / 7A I' v c l 1-' O11 Vbd V e ■I'' NI '►I N LI I�d pifrtkici N Th4;v12 NOTE: 1,4, ¶ I:i o . 61-044- igV P1 J PIPS. 1!=1*1 M c' — 11! I I I i •11 III 111 III I !Ill ! �:1: !'1111 iii ! I III I I111 I I lit il! 1I1 .���..,,... �." .�. '. ,, -, �.�• wr.�..- _ . I I 1 1 1 1 1 I i l III 1 (I 1 1 1 I I t III 1 1 1 1 , I (. 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QUICK COUPLING VALVE i i ........,,,,,A,,,. r ' JOB NO: 9101 DATE = I •7-5 DRAWN : �i,"•]., F{+. kdv4i, #n'SFi!F�rRC+jlat']cl'7SrhZ�v^, �`ittis +rr «7x�i3f'�i..__ ,fN Y'jSFI M'bR ♦U jll.l•'ff kY!t,vl' M YM” t ITT 1 M7 lY}'I • ____Emt,t514 L l iJ to laviater, ,of' os& MuL4J P ey 1 Mum - II I 1111111 lIIlSI1• sans utuui aminlli mum IMror cFti4 v ?of c'Lilit irgIiavx 4 dap uhipt4t Air 100!C.A. Grp • 46A.F4r Xlq 61.16Cilitu t to oritli ar & s n ou, lu. 14/ IMpo #o !!I pi CROSS SECTION THRU PARKING ISLAND i RECEIVED CITY OF TIjKWiLA HAY 7 1991 PERMIT CENTER Landscape Architecture 133 Seventh Avenue West Kirkland, WA 98033 -5301 Phone 206 822 -5895 Fax 206 822 -1105 W F O al4 LU � O Ui C3 ( o y . cc < ca � CC u Fan o ILI Ca9 EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING ,uILt7I06 Tu •)4Gu z-- pII 6 >vs eP Ir NEW c4;13 w cut w wara aaa r a. aarw a WNW la MO >® MMMOMMEM r ®! OMOMEMMO ®e OM MOMMOMMM MO OM 251 -0 _ Building 8 - 17,200 S.F. ((* 1 (96 J 1 EQ$ PE 111:911 NMI ins NMI MO MO AO INN 41121 NEIN FMB MEI III - a . a- a wear a waw ON aaas a - a rar a tom a .wa v ww. a a>.o a Ww a aa. a aoa FrOfio COI � � t � � V r ) ; O INTERURBAN AVENU OUTH EXISTING OIRi3 TO RelOVED a s resew wa a waw a away Si VW aarwr .ww...wr•..,w as wo. aawwwwwwww woomomaNWW as as a,.r.w.a POCHE INDICATES NEW BROOM FINISH CONCRETE WALKS WALKS TO BE 5'--0" WIDE, 6'--O" WIDE AT 2' --� VEHICLE OVERHANGS, UNLESS OTHERWISE NOTED. 2. THE INTERNATIONAL HANDICAP SYMBOL AND WORD "COMPACT" TO BE PAINTED IN WHITE AT APPROPRIATE STALLS AS REQUIRED BY GOVERNING AUTHORITY. 3. SEE MECHANICAL DESIGN BUILD DRAWINGS FOR RELATED MECHANICAL INFORMATION. 4. SEE ELECTRICAL DESIGN BUILD DRAWINGS FOR RELATED ELECTRICAL INFORMATION. 5. SEE CIVIL DRAWINGS FOR RELATED SITE INFORMATION AND BUILDING LOCATION COORDINATES. 6. ALL EXTERIOR LIGHT POLE TO BE LOCATED 4'--O" MINIMUM FROM EDGE OF CURB (TYP.) PROVIDE CAST --IN —PLACE CONCRETE TURN DOWN CURBS AT ALL WALKS ABUTTING THE CURBS. ALL OTHER CURBS TO BE EXTRUDED (U.O.N.) PROVIDE CURB CORNER REINFORCING (TYP.) CIVIL DRAWINGS FOR TYPICAL DETAILS.(C•I.r C0i -Ic, KEINIrcectlre6) 8. FIRE LANE (NO PARKING) PAINTED MARKINGS ARE TO BE INSTALLED AS DIRECTED BY Lac411. AUTHORI 9, 6IC)='NRt.i'_� ''v 0 E .er C.c;NL. W/ - ' - wa" WI liw NA ()Kt er" ;:. I.I I1.G G- t2pv�L SYMBOLS: 0 RECESSED H.I.D. FIXTURE TO MATCH EXISTING BUILDINGS 1, 4, 5, & 6 WHO 20' POLE W/ H.P.S. FIXTURES TO MATCH EXISTING BUILDING 7 N 20' POLE W/ H.P.S. FIXTURE TO MATCH EXISTING BUILDING 7 o--•0 EXISTING STREET LIGHTS PROPOSED SIDEWALK 0 EXISTING FIRE HYDRANT . PROPOSED FIRE HYDRANT NOT u',e.ct CIVIL. tX .AW1ra0S DETECTOR CHECK VAULT. (F•cf I.1`E.p) SEE c,N1L 1,4; NHS 3 NALLMoNTED i-F.P,; .I)erURE.- {'X tki& $UI LDI NCC 1 5, t- r 1 EXISTING BUILDING SITE PLAN F PROJECT NORTH NORTH 4 0 l- THSINaN 1 2 3 I 1 1 1 1 1 1 1 1 1 1 1 1041:1 f 11 1I111I11111111111111i111111 11` 111j1111111111i111111 . 111111111iIi11IT 1111111111111 4 5 6 7 8 9 10 NOTE: If the microfilmed document is less clear than Shia . notice, it is due to the quality of the original document. .f ..,+,.,. -i':v. : ..w. <`�,+ .�, •; s. t.T,. Cv, a { akt - . .^•i . • ar 6Z ee GZ 9Z GZ hZ cZ ZZ lZ 03 6. et it 91 Gt ht c • et u () F 8 G II Iill IIIIIIIiIi{ II! Illllli.'; I�I! I! IIIIIi! Ilil �! Ili�i! i! E?!!! IIII !�!!!ill!!I�!l;!I;I{i�i!11�!li! ill! II!! ii�l! iilil !I�III!IILI!Illilli!!�illlif! ill! i? �l! li�lilliilil�l !II�!Ili�!!!!�i!II III! �Ilil�l !I!�!1!►�!!il!!i!I�il!? {I) ..,, .. .. ��• .,._.. s ..� ._sue. �;� I1�illlilliililili(IIi�iJII 11 MADEMOER"re 12 • 9 S 7 £ Z t Am 0 I , nll IIiI I!'I'Illiil!II!`III!II!! ?�iiI I!ill!1!IIF!ii!!!1!iilll! GGPA CAE u c RVt W P lr11T UeM I T'i"A L. SLOG. DEPT" ccaRecrto . �_. a.. :....::..._:,, , .....:'.oLil...% /..' "s:.rL..; .rr,.:'r '.. v "'" ' /t "`.-�. .xy. E.I.F.S. g CONC. PANEL CRIAMPHE' vick 21' -+6 I,1' 61/2 .3' -5 15' -6 I/2' OdJL H ,M • CrXiZ GIB OCr &PULE } 1 ' GWD 'T U& C '7/41, r 2GNl CONC. W 'LL •Vh ' , TT W;UL. CIER /2" x GYP I NG 6P 1 kA -- �a TC Q–C- ;2 ©ti.! T seer cA U, I36 0 RISER AREA --- SLR iAtiiki I-I VALAJEr 1 041-Er FL-014 I1Pa. FIRS f.L / M AND o(N- te ri.4 r4 404 ' r T M F.66eletT4 t`a 3 /41 " PIk A F I , LL' # I I`I•IFt- I ---• I' I i. , c J V/2.2 T, Ce i(P c .-1 TH I -= C TCRE-fw r c. etc Cuf - .roIv '�� P.:R IC}�'t" i.7 ,v 'C PA. ""� ?:J✓ CKUT VII / T t,J i'= RM 6'Rr /C IDE.- T: e 1T To v.JJe2 WCM - II.WMWE2 litez PANEL f OINT, REFER TO FLOOR PLAN 1 111 1111 1 1111111 1 111 +11 +111 0 16 Th.S INCH 1 2 BUILDING 8 NORTH ELEVATION -cow; jtiE.AS 1NALL °'~R SCRUGT FuRK WI G'N g, FI4Ic,I4 f j Fcintvi ClUL.F ALUMINUM WINDOW SYSTEM TINTED GLASS 4P4N1)QL C,Pf G•. V ISiot &AS F #Z REVEALS, SE WALL SECTION FOR BALANCE OF NOTES E . ! 1 ' i' - Y � . r r ' is , ':.4', Ii ..1.,i 11 +l +I +111 +111 +I +I11 +I 1(11111111111111+1111 111 1111 �1111111111111111111111I11 11111ij111jlj111111 111 1 101 I11111i 1111111111111111111111111111 3 4 5 6 7 9 10 11DlOE 12 NOTE: If the microfilmed docuaent is less clear than this f notice, it is due to the quality of the original document. oe 6Z 8G LE 9e 53 4 7Z f.Z Ze LZ 0? 61, 81- LL 9L !,t +'l el Zl LL Ol 6 9 L 9 5 1 1 C Z t ww 0 1 II Will I 1 1 11� 1 1 1 II IIIII,I 1 1 11 1' 1 1 11 11 1 f 111 ' 1 1 �1 1 1 i , , ,• I I' 1 1 I 1 I 1 1 1 . 11�i111111 ,11111,i11,1�11lL ! llif�l,ll „111111 ,111111, ,111111111 ,11 111/1111 1,11(111 1111 1111 111 111111111111111111 111111l1 �11110011I1, 111111 1I1111I,111I1111111111 I 1 1 11 I I 1 1 .., � .,-.,. � .,.,...,__ ' .._ 111111i(il111�i I.,,IIIIIIII 111111 I III.�111111111 IIIIIL1IIII TI! T UP Comc PAH LS PER e RUCT DRAW I Ne6 ALUMINUM 4 GLAS;; ` - DOORS SIGN 4 BAND AT L � a. ' J ® TILT -UP CONCRETE PkNELS, TRU R 4L DRAWINGS INDICATES TE'MPEPED GLA55 TYPICAL NOTES BUILDING 8 WEST ELEVATION BUILDING 8 EAST ELEVATION BUILDING 8 FLOOR PLAN T y 01 - 01 1ST FLOOR LEVE1l. E f-- FOR BALANCE OF NOTES TOP OF PARR G 1 PROJECT NORTH NORTH 1 1991 PERMIT CENTER FOR BALANCE OF NOTES BUILDING 8 FLOOR PLAN/ ELEVATIONS SHEET NO OF': ROOF DRAIN ell S 'UFF . '2: a '-0" ROOF SUMP RECESS BUILT4UP ROOF OVER 4# LEAD / PAN / 1 NEOPRENE EXPANSION JOINT BLOCK AS REVD FOR CLAMP WOOD DECK ON WOOD ROOF FRAMING, SEE STRUCTURAL CAULK AROUND DRAIN PIPE PENETRATIONS. PROVIDE CLEAN --OUT ® GRADE & EXTEND DRAIN PIPE TO STORM SEWER; SEE CIVIL DRAWING FOR STORM SEWER LOCATIONS'. NO DESCRIPTION DATE PERMIT SIJ Ebt41 1,4 -91 'NO 6717 NOTES: 1. All roof elevations shown as < > are to top of struct. bottom of deck from 0 ", first floor elevation. Top of parapet is shows as ( ). Minimum roof slope to be 1/4 inch per 1' -0" at roof decks and 1/4 inch per foot at all built -up cricket locations. Structural engineer to be contacted prior to placing mechanical equipment. Areas of roof penetrations must be re- sealed after equipment and /or ductwork is installed. Resealing shall be by same contractor to maintain roofing guarantee. Daylight overflow drains at building soffits. 7. Drain sizes based on three inch rainfall per hour and UPC requirements as follows: (a) (b) (c) 311 dia = 2,930 SF max. area 4" dia = 6,130 SF max. area dia = 11,530 SF max. area 11 8. See structural drawings for beam locations' and sizes. 9. Roof drains shown are approximate loca- tions to low points of ro,if elevations. Contractor shall be responsible for installing drains at actual low points for positive drainage without ponding water. Roofing contractor to verify locations prior to installation of roofing system. 10. Roof drain contractor shall coordinate and provide miscellaneous framing as required for bracing or support of roof drain as- sembly through decking system. /'' Provlcle 1 latev clnc i� plt r over 4511 6eX- ►Ic, ;tr ( DurtDtou t &' etuaI' MO 0 eKitivAan all :')J 6, .." � Q .,,_, ,. V 1 OPEN PEN 2hn I I") cor'11NUOUS CALK AT TOP OF' BASE! WALL FLASHING SHEET FOR TEW?ORARY WATER SEAL, OVERFLOW PIPE WITH SCREEN ROOF DRAIN 21•O J< !)-0 ROOF SUMP RECESS BUILT UP ROOF OVER 4# LEAD PAN " , rl — ") 1I) " . . Ica" 1►,0R NEOPRENE EXPANSION JOINT BLOCK AS REVD FOR CLAMP WOOD DECK ON WOOD ROOF FRAMING, SEE STRUCTURAL NOTES: SEE ROOF PLAN FOR ROOF SUMP LOCATIONS, SEE STRUCT L DRAWINGS & DETAILS FOR CONC. WALL PANELS. OVERFLOW DRAIN PIPE TO DAYLIGHT AT X111. 011. -1G 9 5c P 11 — ( T r') ac,iwc►�- e ,6.T COI.JC,. g,� .da. 1..1,) PIPES CONCEALED IN .e.:‘4-10. t (LAT k5 Crr ) `. 1 sJ wRReV Sw& e9 CONCRETE FLOOR 6LAB (FIRST FLOOR) SEE STRUCT. DRAWING. CAULK AROUND DRAIN PIPE PENETRATIONS. PROVIDE CLEAN -OUT ® GRADE & EXTEND DRAIN PIPE TO STORM SEWER, SEE CIVIL W OR •RM EWE NS. A IF 1 -v • r r -- -.�- -- FU *UP HUG, uNi % I r L clef: C LJ I I LJ ) r ) ( ' 1I SEE UETAI 12 'F I - 1A E t GizicKeT C7 L,/,0" Kr -L2k; cL J 2(D --U (yrPa, ) nm U fwR l (H-6,0) — (2q!lo ") 4 A r ('ii6, 4 42 ar I M T}-I Sc;U r ---� 5 (2TAIL C J 1' I4 ) J - Mu IZE i I '.AG vt4 ea L-00..vf RI ►Ml _.<1.4 —05 CE) 1r1 L I 17'. loll w 4'`4 G e --<I4 G ) -< I & i r7 r1 Li L_1 IJ 9' gFi.ol.l MF Es(T i r) • PETAIL. (-yr ) \ j __(25 II 12QO f = Ind cX4 (' ! ONC). Ai At T = I &.(0 L.! — C. I ? ° 65,11.2..._i OP N L SEA " N OT E " ow De-TAIL.. No. O PROJECT NORTH NORTH 1 11111,' 1 1111'11 1 1111111 1 1111 111 911l1ii1i11111i111i1I' 111( 11111111111111111 ,1111111111111111111111 111111111111 111111 111111111111111 11111111111111111111111111111 11111111111111 0 +E TH INCH 1 2 3 4 5 6 7 8 9 10 11 watR+OtR"IY 12 NOTE: If the microfilmed document is less clear than this . notice, it is dut to the quality of the original document. O€ 8Z 8C LZ 9Z GZ h. CZ Ze LZ OE 6;. 91 S' hL Cl zl 11 OL 60 4.9 s a E 1 WW O ( 11111 I{!! 1111111111111 !111111i!!I�li!Ill! 11 11!1 1 111! 1�1111�!! il1111 !111�►!iI# 1111111!! �Iliilllililllllliillfilllii11�11 f11111!1Illllll If11' ( 111 I I ' '' ! I' � 'I . ... - � - .: - ., ..., . .. .... : ..,: ! ...:: � �III1.11i1i1 II I�IIIII( �, I�I�I. i( 111VIIIfIIIIIIIIIiIIIIIII ,111111L11 �111 -CD PROJECT NORTH NORTH BUILDING 9 ROOF PLAN INTERIOR HaM. DOOR JAMB HoLLOW &TiSt.- DOOR. ‘ -i &tDU iel STRUCTURAL FRAMING ACT 2 x 4 .-- NOTE: ENTIRE ACT SHALL DE INSTALLED PER USC STD. 412 4 CHAPT. 41 UDC 4 -0' MIN. SECTION SEISMIC BRACING @ ACT &w ON HTL ,4, I =tJ INe Wf 5A7 ev i v SIlT MIL OZIR FU U- WIDT+' Or P291 PAI NTH►?. — ico 6A. GTL, fP CAST w/ FARE 43W ` f. ANCHO RIGID i2' -0' MAX STI AL ILIN ILE x 4') SEISMIC BRACING @ ACT bUgF I" GIGO I IJSUL.. 4 9',e)" 'T. ` GYP St•I E TH I IJG O1Eix 3'I2" MTL J JQ GAUL* el ;WP ? u *4. / I I,I6U L.. GL.A , gee. � G. -Ie: peg , 04 u,d,v , . ti% D, . DOOR SCHEDULE e.. ` e- 127! CAL. LIST �f24'IG� g L- H.M. DOOR JAMB TILT. UP ANC PANeL w/ P 4I rr f•NNIg4 ruTUP-E INSUL WALL WricriVz SF.,A.L 1 tNLL. 61053 ' ' A n L JJ I1e - c N ELF N ' INTO ?PANEL -- ---- -- - c- - T I(XI V X /4 INerALL PER ,N Ur GPECA g E E- 'SPEC :19 betZ-I IiJSIj JAMB @ TRUCK DOOR : DOOR NO. REMARKS TYP. REVEAL DETAL WIDE C.IS.ULfr -Il.& e'LCctc -t 7'L? �.I. Oki I" f21GlD JSUL . �'/8" EXT GYM? SHEATH IN & I2 -1 T INSJL- D��4� 2,'/z'' MTI. STUCK .'I I 1,1 C . f . I" Ii-16U1._ G i. Q291 Paz ��- 1 Pikl 444 r Lor7 z .piega.;1,..ptss iKtuverloo. cc t✓, ,+.> wI pA NT .r r I ti iet; -- ��x 2'' x% L J1 M5 E.1 Ep w/i.k STUD l -To %N t! . ---- - - - - -- ( /�'� ' , 7: ✓I�! 1 3EGTivu tYzi I WrA l_.- °PR HAN'_i SCE 4 .SFCS - » V N� y WV) ) viti / CttOR �•,�, C;OHG. ------- - CIgEO50Th TAT &P ) TRUCK DOOR SILL 010 11x DD I 6 E t Id' -�" (2'• Building 8 Building 9 r- ARLe i 4 Lul 1 • / GL.A H at_ L c7w HOLLOW HOLLOW +- IaL.L.ev� FINISH MAT, HOLLouJ H TL. PLUM. J,Acas CLEAR /T1uTEP ALUM. 0 411.1 1 - R .Low Mn-. ci_eAtzip-rrfr �LF:TIti1T�n FRAME MATERIAL iisA.. FINISH ROOM FINISH SCHEDULE FINISH SMITH DETAIL SEA® JAMB SILL FIN''' !) MAT. FINISH sia, "(' EMF'El2w1w GLA6G G SHEET NO OF 115367 a.dL �r +r„ t.ati +r;s.; > its II ill( Illlllllll !(.I.(il(III( {,I(Ill(fl!(IlI(i I( ill (I�i(Ill(I,I( ill(I�i(Illil�j( ill! III( Il' �I.'. 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I t. . r.. .4. -_- <I7' -6” 6 1 /2 " == <17' —6 <17' -6 ">• - <19' -3 <I7' --6 SIM 6 I /2" 3)1 \J t 21 " -6 t /2' r - < 1 9 ' - , <17' -6 ")/ ,(15 -6 K -4 2 I 2 x 21 GLB A 8 I /8 "oc 3O' 4x6 LEDGER < ► 9' -3 K -4 <17'- 14' --0 21' -6 1/2" 30' -0" i5' -6 1/2" 26' -C ,f- 3' - -5 1 /2" • 2' -0'4J �.-2' -O F (--I'-6") �_ F8 I --�- 3---- - 1 • • • • 4x6 LEDGER I4' -9 "] 2 1/2 x 22 i/2 GLB • 2 t 2 x 22 1 2 GLB 4x6 LEDGER TYPICAL MECH. UNIT 1000; MAX. 2 18 GLB 2 I 2 x 22_1/2 GLB • 2 1 x 21 GLB A 6' -0'1/8 oc 4x6 LEDGER 2 1/2 x 22 1 2 GLB 2 1/2 x 22 1/2 GLB 4x6 LEDGER 4x6 LEDGER MARK 4x6 LEDGER 2 12 x 22 1/2 GLB 2 to x 22 1/2 GLB • 2 I J2 x 21 GLB *8 —0 1 /8oc 4x6 LEDGER DIAPHRAGM NAILING SCHEDULE 4x6 LEDGER 2 I/2 x 22 I f2 GLB 2 I 2 x 22 1 2 GLB 4x6 LEDGER 4x6 LEDGER 4x6 LEDGER RD (14' -0 " ]� ce w 4 x I DENSEi g - • TEL (206) 34-6160' RICHARD '�i ASSOCIATES, C. . CONSULTING ENGIN£FRS- 1605 12TU AVENUE, Surti 1.& SEAM.. WASHJNG1'91 !8122 ROOF FRAM P IVG' & FOUNDATI .PLANS -BLDG 8 0 g • : i A + 1991' - MPNAN & DESA[V0, • tK w?� •', i3wry .. )4V.r,1.%JJF,fI'M- 9+11eM1;tiA5i (14' --9 "}' K -3 BOUNDARY - NAILING BOUNDARY NAILING • 'p 4 �1 r•) F) w I . 4 4x6 LEDGER • ROOF HATCH RE: ARCH. 2 1/2 x 22 1/2 GLE3 FS • - ' -6 "] <I7'- 2 x 2Z I 2 GLB 2 1/2 x 21 GLB 8 1 /8oc . 4x6 LEDGER 3 • 30' -O RD [I4' —0 "]f co J 0 *t N X M CO 7r6 RI•r.4y d ;4 "n0 - - -- w /I;: NN I'IANtWq 0 eA tilt) I/2' PELICAN MILLS- - 0.S.8. 2 I /2x 1'1 GLB — 0 8'--0 I /8 "oc 30' -0" — I '— —.._,. • 26'-0" <17'- __ ELYWQD PLACEMENT DETA I L F4.0 U i (-- U' -8 ").. ti r I I 1 F- 4 -1 I. 1 L__ -- -J F6.5 <19' -3 30'-0" <17'- 4 PANEL EDGES ALONG 2x STIFFENERS (TYPICAL) -___INTERMEDIATE FRAMING PANEL EDGES ARE ALONG 4x PURLINS (TYPICAL) _6 ") J 4 CONCRETE SLAB W/ 12 x 12 — W2.8 x W2.8 W.W.M. ON 2" SAND OVER VAPOR BARRIER ON 4' FREE DRAINING GRAVEL. FINISHED SLAB ELEVATION IS REFERENCE DATUM 26' --0" 2'-0" . — 2' - 0" 2' ( -0' -a" L . --- .. ' ---.( 1 I -6") L ___._____________ . y• F4.0 J F6.5 2' FB I. <17 -6 "y 1f 0 7 253' -I" 7 NOTES: I) ( -11— 26 • i ALL NAILS TO BE 10d COMMON (.148 "0x2 1/8" LONG) . 2) PROVIDE 10d 0 12 "oc ALONG INTERMEDIATE FRAMING MEMBERS. 3) PROVIDE 2 ROWS IOd 0 4 "oc AT DIAPHRAGM BOUNDARIES. ( /7 r J F6.5 3 FB 2 '-0 - -2' -0" ate4,64e? ,•i.. r4e,#r•T`,41 "i•*G;7!O15,P•r::w - ?%Y1'_'. ''X "�[P. +;. 3 =�.. "r <d+ i. _«,r::3:c: £.+ae6JfA` .7«. +7tiro�}•w.. ors+ ra• aw+ MY.+ USa 7e.' �CS�:UWt.;w.r`MM"Wt.c,tl'A7 h#'+ fi!ki4esa`!D► +7r - YYa►- �/SblG,'3W'" •C at •h? a:ww,:r,.d•: 30'-0" NAIL SPACING ALONG PANEL EDGES 6 "oc 4 "Oc i 30 -0" U 26'-0 1 "." -j F4.0 • r FB 2' -O" 2' -0" <17' -- L 26' --0•" 30' PROJECT yfi.fl.. ,'xx d17' -6 ">// K•_3 —L-15") I 0 - _ CLOSURE STRIP SCALE: I /8 " =I'• -O" NOTES: I) ELEVATIONS SHOWN THUS:* ] ARE TO TOP OF FRAMING (BOTTOM OF PLYWOOD) ABOVE REFERENCE DATUM. 2' 2) ELEVATIONS SHOWN THUS: < > ARE TO TOP OF PARAPET. 3) NAIL ROOF PLYWOOD AS PER ROOF DIAPHRAGM NAILING SCHEDULE. 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SCALE: 1 /8"xi ' --0" NOTE; . 1 ) FINISHED FLOOR SLAB I S REFERENCE DATUM Ly-0 "J . 2) ELEVATIONS SHOWN THUS :( ) INDICATE; TOP OF FOOTING ELEVATION BELOW REFERENCE DATUM. ti S.J. c + 2 S• . 21' -3 -3 "> 21' --0" C -3 1 FB J 6 I /2" 17' -6 "> I7'-6 F -3 SIVA ' - 6 ") afi CD cr LIJ CO Architecture and Planning Loosen Pomeroy Northwest 1127 Pkw Street, Sotto 3n • • pr-j.21.,4 .... .. rr 6,1"&M:1 ...•s,", ._..•...... .4. 9} . �, re, iP . c> T . 1.; (4r 4 i; •... vv • Jf .+• .ayrN..•ar„•.Y•R.'.. 41... .br —.•.. • NI - a ..........,.* .4 - y .::,.i. r. ! .,,r...s..,...a _ . .. . • • ■ • . ....• a . . . ____,....„....... . iimi r ,� MI . .. . . . : .. 3 • ,j i - ,,,1 F Y. 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CONSULTING ENGIN£FRS- 1605 12TU AVENUE, Surti 1.& SEAM.. WASHJNG1'91 !8122 ROOF FRAM P IVG' & FOUNDATI .PLANS -BLDG 8 0 g • : i A + 1991' - MPNAN & DESA[V0, • tK w?� •', i3wry .. )4V.r,1.%JJF,fI'M- 9+11eM1;tiA5i (14' --9 "}' K -3 BOUNDARY - NAILING BOUNDARY NAILING • 'p 4 �1 r•) F) w I . 4 4x6 LEDGER • ROOF HATCH RE: ARCH. 2 1/2 x 22 1/2 GLE3 FS • - ' -6 "] <I7'- 2 x 2Z I 2 GLB 2 1/2 x 21 GLB 8 1 /8oc . 4x6 LEDGER 3 • 30' -O RD [I4' —0 "]f co J 0 *t N X M CO 7r6 RI•r.4y d ;4 "n0 - - -- w /I;: NN I'IANtWq 0 eA tilt) I/2' PELICAN MILLS- - 0.S.8. 2 I /2x 1'1 GLB — 0 8'--0 I /8 "oc 30' -0" — I '— —.._,. • 26'-0" <17'- __ ELYWQD PLACEMENT DETA I L F4.0 U i (-- U' -8 ").. ti r I I 1 F- 4 -1 I. 1 L__ -- -J F6.5 <19' -3 30'-0" <17'- 4 PANEL EDGES ALONG 2x STIFFENERS (TYPICAL) -___INTERMEDIATE FRAMING PANEL EDGES ARE ALONG 4x PURLINS (TYPICAL) _6 ") J 4 CONCRETE SLAB W/ 12 x 12 — W2.8 x W2.8 W.W.M. ON 2" SAND OVER VAPOR BARRIER ON 4' FREE DRAINING GRAVEL. FINISHED SLAB ELEVATION IS REFERENCE DATUM 26' --0" 2'-0" . — 2' - 0" 2' ( -0' -a" L . --- .. ' ---.( 1 I -6") L ___._____________ . y• F4.0 J F6.5 2' FB I. <17 -6 "y 1f 0 7 253' -I" 7 NOTES: I) ( -11— 26 • i ALL NAILS TO BE 10d COMMON (.148 "0x2 1/8" LONG) . 2) PROVIDE 10d 0 12 "oc ALONG INTERMEDIATE FRAMING MEMBERS. 3) PROVIDE 2 ROWS IOd 0 4 "oc AT DIAPHRAGM BOUNDARIES. ( /7 r J F6.5 3 FB 2 '-0 - -2' -0" ate4,64e? ,•i.. r4e,#r•T`,41 "i•*G;7!O15,P•r::w - ?%Y1'_'. ''X "�[P. +;. 3 =�.. 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SCALE: 1 /8"xi ' --0" NOTE; . 1 ) FINISHED FLOOR SLAB I S REFERENCE DATUM Ly-0 "J . 2) ELEVATIONS SHOWN THUS :( ) INDICATE; TOP OF FOOTING ELEVATION BELOW REFERENCE DATUM. ti S.J. c + 2 S• . 21' -3 -3 "> 21' --0" C -3 1 FB J 6 I /2" 17' -6 "> I7'-6 F -3 SIVA ' - 6 ") afi CD cr LIJ CO Architecture and Planning Loosen Pomeroy Northwest 1127 Pkw Street, Sotto 3n • • • • .4 • • 25' -10 "J 4x6 LEDGER '(24' -II ") 24' -8 ") 24' -2 ") 24' -8 ") 4Lx6 LEDGER , LEDGER 4x6 LEDGER Y�5 / (25 . -10") (29' -6" 4x6 LEDGER 25' --5 ") [25' -11 24' -2 ") 4x6 LEDGER 24' -6" 27' -6 "> 4x6 LEDGER [ 24' - 11 ' 4x6 LMER [ 25' -II "] .414112,A___ 4x6 LEDGER 25'-5") 4x6 LEDGER "` 4x6 EDGER 24'-11") 25' -5 ") ADD -- PURL1N 4�;, x14 Ft S . m DENSE. #� A 8' -O- I /8 "ocN 2x4 0 24 "oc .W /F24N HNGR EA. END 24' -8 "] 4x6 I LEDGER [26' -11" TYP. a(i 124'_8" 24' -2 "] 4x6 LEDGER <27'- <27' -- • F7.5 SIM F7.5 F7,0 <27' -- 27 A -5 F4.0 F7.5 F7.5J j [4! 24' -11 1/2" i2' -3 " 4 , 12' -3" 24' -6" -5 1/2" F4.OL F7.5 0 F7.0 ✓ -- I E . L ._ J F9.S 2' -6" KNEE WALL RE: ARCH. PANEL ELEVATION. _3' -0" CLOSURE STRIP ° -4" FTG F8.0 J H--3 29' -6" 2 4 - 6 " -5 1/2" F7.0 F8.0 r ~ 1 S -3 `._ 1 - .0.,: 1 _ _ J F9.5 L,__J 4_c4 19 44 % 4 C9 44. k.:0-7-7-0m. - 1 r - 1 F8.0 w _4. F7.0 F9.5 H-3 H -3 Abair B-5 73' -6" 24' - 6" 24' --6" - 1 ; F8.0 _ ___t__ ---- ----..- -___ _ ._ - r J am^ - _ -� ,I _J r-- U J F 9 . 5 F7.0 -- a ----_ .� F6 • • l5 4- 24'-6" F4.0 ! Y F 4.'' -0" "\ FTG J ( -5' -6" - 1' --6 ") 1/2" FACE OF CONCRETE 27' -6 "> • 24'- " 4 I (42) 43 II - x6 LEDGER ' 171 25' -10 "] 4 R.S. )m L4xf4 - -R:s. DENSE ill -� DENSE I -' O 8' -0 I /8''oc 0 8' -0 I /8 "ocP N ® 24 "oc 4 1 <29'- 6 " >'h' rL ! C.c- @� >� � �\ • L 2 x FRAMING • F8.0 ✓ -- L ._ - F9.5 2'- O "x2' -O "x i '-0 ERECTION PAD 4x& LEDGER 25' -5`) // .(2 5 . .. 41 �11 24'-6" L._ r L -_ r, 5 U26 HNGR r -- -1 r-- C.J. L N--5 F F7.0 I F7.0 FTG FOR FUTURE MEZ2. 0 1 0 w 24' - 1 C J. r _J F7.0 c, F7..0 C.J. 1 _ -J F9.5 f- __ _ - F9.5 c; B - 4 19'_6" _F8.0 L L J L J F7.0 \ • 368' -S" 171' -6" 24' -6" r __ L. 3' -0" CLC STRIP TYF 2x6 ® 24 "oc (?) C -3 F8.0 368'--5" SKEWED U26 HNGR t3 -5 " 2x8 LEDGER W/5/8 "0 EXP.80LT A 48 "oc 171' --6" SOFFIT FRAMING A RE: ARCH. FOR LOADING DOCK 2 ERECTION PAD < ?-7' -6" 2 4' -6" 24 -6" 2x FRAMING' y 0 24 "oc Gar C:C.44K.r.29' -6" 1 STEP PARAPET <27'- " F4.0 F13 F8.0 I _ rd, F7.0 r ( 1 L •. J ,j- F9.5 (- -0' -8" TYP. ALL INTE FOOTINGS (- 1' -6 ")' 5 1/2 FACE OF CONCRETE. r r - 8 -31 " J F9.5 IOR F7,0 + \ A +� _241_76" j. 24 _ 6 29' -6 "> G r L 8 -4 .....ewr,.wi %vt.r*npr a.rs.;+N:s..+�vews. - -,1- nasars+w�s.p.A�}rtq�; �41�ir"yW,,.St;r.03J�7YS.N ++'!Y M. }_ - . -- _____ -- ' -- 6 " F7.0 y 1 J F9.5 J F7.0 73' -6" 24' -6" 24'-6" F8.0 F8,0 r r 8-5 D -5 1=7.0 , x¢wai�:•Y.t 0' -5 1/2" F8.0 r 24' -6" 12' --3" 12' -3 ( -J F9.5 L - J F9.5 24' -t F7.5 F7.5 F7.5 F7.5 L . _ I L F7.0 A + 1 ." F7.5 F -F7.5 v • - 4 , , v , • ry F4.0 0] LI NI N 0 0 TYP. ALL EXTERIOR FOOTINGS UNLESS 01 F7.5 F7.5 73'-6" 5 CONCRETE SLAB W/12x12-W2.8xW2,8W.W.M. ON 2" SAND OVER 'APCR BARRIER ON 4" FREE DRAINING GRAVEL. FINISHED SLAB ELEVATION IS REFERENCE DATUM 0 F7.0 oc PROAFrT 41) Akeilggg7 111/ .41/4rrilMir .+:44* . ;;;; 4 1 . F9.5 FA FB FC FD FE NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 1 1 1 1 1 1 1 1 1 1 1 iIntlr 1 1 1 1 1 1 1 1 1 1 , 11,111PIH 1 1 10 11 mabe""Rowt 12 MARK 10d 0 6 ALL EDGES 10d 0 6"oc OTHER EDGES 10d 4 4"oc OTHER EDGES 7) e DENOTES PANEL ELEVATION NUMBER. FOOT 1 NG SCHEDULE SIZE RE: PLAN FOR DIM. RE: PLAN FOR DIM. - E.W. (EACH WAY) FOUNDAT I ON PLAN NOTES1 I) FINISHED FLOOR SLAB AT IS REFERENCE DATUM 0:-0" D APHRAGM NA 1 L 1 NG SCHEDULE MAT< NA I L I NG ROOF FRAM 1 NG PLAN LISEEILI) ELEVATION SHOWN THUS:( 1 ARE TO TOP OF FRAMING (BOTTOM OF PLYWOOD). ABOVE REFERENCE DATUM. 2) ELEVATION SHOWN THUS: < > ARE TO TOP OF PARAPET. 3) NAIL ROOF SHEATH1NG PER ROOF DIAPHRAGM NAILING SCHEDULE. MINIMUM). FOR SPANS LESS THAN 8'-0" USE 2x4 024"oc. 5) GAP 0.S.B. MINIMUM 1/8" ALL EDGES OR PER MANUFACTURES 4-#5 EA. WAY BOTTOM 5-#6 EA. WAY BOTrOM 6-#6 EA. WAY BOTTOM 7-#6 EA. WAY BOTTOM 8-#6 EA. WAY BOTTOM 9-#5 EA. WAY BOTTOM 3x4- ITIFFE:4ERS */F34 HAMERS * SHEATHING EDGES 5-#6 LONG WAY TOP 5-#6 LONG WAY BOTTOM 4-#6 LONG WAY TOP 4-#6 LONG WAY. BOTTOM 4-#6 LONG WAY BOTTOM 4-#6 LONG WAY BOTTOM 4-#6 LONG WAY BOTTOM #4 0 12"oc SHORT WAY T&B BOTTOM RE I NF IS 3" CLEAR TOP RE I NF IS 2 CLEAR . - TIE TRANSVERS REINFJO TOP OF BOTTOM OF TOP TYP I CAL FOOT i NG R E 1 NFQEMNIENTELACEMENT 2) ELEVATIONS SHO*N THUS:( ./ INDICATE TOP OF r. L.006011. Pomeroy NorthitrettinO. Royce A. Berg, 1127 Pine Street, SOO 300 Seethe, WA98101(206)583-8030. • itummw was= ASSOCUMBli • 4 7.C.PANEL REINFORCE PER PANEL ELEVATION PILASTER ASPHALT RE:ARCH. 3 "GROUT COVER (MIN. SIDEWALK RE: ARCH. �(RE: PLAN) 2 CLR DEPTH RE: FTG SCHEDULE H'- 1/2x2x1' -0" TYP, 3 - #6 VERT. EA. FACE TYP. z a R. 3/8x ;x3 TYP. 4-- #4 0 STIRRUPS -- 0 ( "oc HOR 1 7_ • - 4 ' --o "x i ' -0" P ILASTER --- TYP , 1/4 l// a 3 "CLR R. 3 /8x6xI' -0 "- W/3 -5/8 "0 x 6 "W.H, TYP. EMBED TO FTG---, R.- 3/4 "x6x2 . -4" -.- -4W/5 -7/8 "0x8 "W.H.S. r r, \ USE 2 -It 3/4x6x 1 ' -2" I W/3 -7/8 "0x8" W.W.S. FTG SIZE & REINF. 6 "GA , 0 CORNERS RE:SCHEDULE OR CONT. FTG RE: PLAN VERT. REINF. ------- RE: PANEL ELEVATION p 3/16 O TYP. PLAN ee SEE FTG SCHEDULE FOR SIZE & REINF.'4, 6 I /2 "- PILASTER 6 I /2" rl PLAN J -3 --4" CONC. SLAB : I ,--#4x 2' -O" 0 24 "oc (MIN. ;, EA. LEG) $ECTION. -3 SCALE: 3/4" = I' -0" 0 !! • II A IL • _ _ • SECTION E-3 ' 0" SCALE: 3/4" = I 3 I /2 11 SCALE: 3/4" = 1 ._0„ JOINT LOCATION • RE:FOUNDATION PLAN (20'- -0"u /c MAX.) #6 BAR - R 5/I6x2 3/4x0' -3 3/4" -s II • EA. BAR i..4x3x5 /16x 1 ' -2" w/3- #6x3' -0" 0 4" GA. R 5 /16x3x0' -II" 3/4 "GROUT (TYP.) (RE:PLAN) BALANCE RE : F--3 • fit' f . Z.. I/2 "fix 3' -O" PLAIN BAR 024 "oc - GREASE ONE END SLAB ON GRADE - fe. I /2x2x0' -6" L44x3x /16xO' -S" W /2- #5x2' -6" DOWELS & -5/8 "0 x 6 "W.H.S. — 1" GROUT BED 1 /4 V TYP CONSTRUCTION JOINT (c.,J • ). 1/4" STIFFENER It O EA. BAR �•----- L5x4x3 /8x I ' - -0" W/2- #6x2' -6 • 5 "oc TYP. EMBED TO PANEL I /2x2x0' --S" TYP. L5x4x3/6 W/2- #6x2' -6" O 5 "oc R. 3 /8x4x1' -0" W/3-5/6"0 x 6 "W . H. S. RE: F -3 TYP. EMBED TO FTG • TYP FTG RE: PLAN R. I /4x4x0' -8" W/2 --5/8 "0X,6 "W, H . S . 2" EMBED TO PANEL TYP. w--.'► P+••,�MJpW SiitV1.<7. .USi.+. "',. 6" FE EMBED TO FTG LOCATE CONNECTION 0 EA. PANEL JOINT DETAIL a-a 2 — #7 VERT. -------r TYP. EMBED TO PANEL . I " " s <RE PLAN> <RE PLAN> R I /2x1-'- 2 "xi W/4 -1/2 x 4" W.H.S. Q. L-3 NLY BLOCKOUT FOR PANEL CONN. FILL W /DRY PACK.CONC s_!2 -6" L6x3x I /2x4' -O" W/S- #6x2' -6" VERT. BARS PILASTER RE:PLAN JOINT LOCATION --- --� -- RE: FOUNDATION PLAN. A 4E-3 - 5 1/4" CLOSURE STRI F -3 PLAN ee 6 1/4" 3/4 BRG Er W /4- 5/8 "0 EXP BOLTS (EMBED 5" MIN) - I" LEVELING -- GROUT DEPTH RE :FTG ;$CHED L - 3 & L--3A FOR SKEWED CONNECTION 0 a $EQT 1 OL1� -3 SCALE: 3/4" 1 ' -4� ----44x3'-0" DAL 0 24 "o CONC. SLAB RE: PLAN ` +rte- w- �P- .-.•tb.� 1•...:...,....e. l '- -- P.C.PANEL RE:PLAN GLB RE: PLAN - P.C.PANEL RE :PLAN R f /2x3x0' --8" -'t I /2x6x0' --5" W/2-#5x2'-8" .10 "[rrE ; PLAN] , 1J L3x3x I /2x0' -8" W/ #5x4' -•0" f� 1/2x4x0' -6" r 1 1 -0 ., TYP 11 11 I :t SEE FTG SCH •RULE FOR SIZE & REINF SECTION B -3 SCALE: 3/4" = I' -0" 3/16 VTYP TYP 1/4 TYP JOINT LOCATION I JCS I NT , OR FORMED RE: FOUNDATION PLAN -SA1M ^' r JOINT ZIP STRIP PLASTIC JOINT OR EQUAL TYP 2 JOINT R I /2x6x0' -5" W/2-#5x2'-6" TYP'. P.C. PANEL FY I /2x3x0' -8" 7YP. L3x3x1 /2x0'- W/ #5x4' -0" 2-#5 VERT. L6x3x1 /2x4' -0" W/6-- #6x2' -6" VERT, BARS I /2x4x0' -6" PILASTER 1/4 /( ---i'-6" D I AMOND ISOLATION .1Y A EA COL COL. RE: PLAN f 4 •'' CONC '.LAB /- -- 1 SECTICN E--3 r SCALE: 3/4" = 1' -0" :) - - .� �. �r ICLR 11 4' -0" 1' -6 MIN ` ---FTG CONC. SLAB RE: PLAN u It Ri:� � PLAN 1 '‘.5& I I I,.'4" .t "Cin SIDEWALK RE:ARCH. / r-1/4" STIFFENER I1' 8 EA. BAR L5x4x3 /8x1' -0" 1 W/2- #7x3' -O" 0 4 "oc SECTION C -3 SCALE: 3/4" = ! ' --0" Ft I /2x2x i '--0" " GROUT BED R 3/8x4x1'- 0 "---- W/3- -5/8 "0 x 6" W.H.S. 5 1' -0 •1 SECTION L -3 & L-3A G s 11 1/4" I/4_ f 0 2 4 "o c ~�._... CONT. P.C.PANEL #4 cowl'''. CONT. FTG W /4 - #5 (2T. &2B.) 4" CONC. SLAB, 2" CLR 3" CLR fi r -- P.C. PANEL DETAIL L O L -3A SCALE: 3/4" = I' -0" —1 , DETAIL LL O L -3A 2 #5 VERT. DETAIL LLL ir 0 L--3A i.03080f1 Pomeroy Northwe t,M : Royce A. ftem M.,A. Prat 1127 Pine Street. Suite 300 . Seattle, WA981 01(20) i 1'- . P.C. PANEL 7 1/4" P.C.PANEL RE: PANEL ELEV. FOR REINF. LOOP INSERT #4x2 24 "oc W/ THREADED END 4 - #5 CONT. --- e 'RE: PLAN 2 "CLR SECTION G -3 P .C. PANEL P ILASTER P.C. PANEL P.C. PANEL — PILASTER #5 12 "o c PILASTER --- L6x3x r /2x l' - 6_ "..._ 0 #4x @ 24 "oc (MIN. 3 EA. LEG) CONC. SLAB 3/4" GROUT TYP. (RE: PLAN) 0 R I /2x7x7 -- W/1/2 "0 x 4" W.H.S. TYP, 3716 V R 1/4x6x1' -2 "w/ 1/2 "0 x 4" W.H,S. 3 16 I -o "1 SECTION p SCALE ' 3,/4" w I' -6 GRADE r DETAIL L @ SEC 1 DETAIL LL @ SEC. L-3 SEC.- II IIII III` sly lIlll1 IIIIII'1IIIIIIIililfhl1� f' l Illl .IIII Il IJIjl 1}IErf IIII #III {I'ij l11rI1ttt1:Ililjl�r 5 6 7 0 16Y4"INCN 1 2 1 3 4 i'I'I1 11111111 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. Oe 6Z 8r, LZ 9Z s: b7. CZ ZZ lZ e ., 6L 8t Li 91 91. 'I £L Z O 6 8 L . i l II `` II itmdilllll',llillll III, I�111 1�11II11Ill1111111111�1111 ,!!!I!11i. mIII!Ii1lllllll!IIE ! l!I1l !1!#811 ullliill illl !IIIIlii11 #!!!1411111!Ililll h ! I I'. 'i 1 I t' I ' ' 1l� 11 l d � ...:.,. (l�l IIll ,i ,rl 1111 , r #III ,j. ... , .,,..... - •�1:..: r �.. .•� �a :�;,g Ir 1, lllfi a l 111 llilll r...,... r l 4 . "!. -• ... .. � l ,,. , . ... .,.�,,. ,'. ..Y .�.- ( ". .: •.. 1. ,... 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RIFER PANEL CONNECTION TYPES G,H & J FOR CONNECTIONS -�--- #4 16 "oc EA. WAY #5 ET I d rrrrrt• •ra r CONC. SLAB INSULATION RE: ARCH. - 2 - #4 CONT. (RE: PLAN )z I I /2" x 7 1/4" KEY WAY SET PANEL IN GROUT o w • TEL (206) 3246160 It I /2x2x1' -IO C7x9.8 CHANNE RICHARD Eupstnt &ES -1• : : :. CONSUL T ING ENGINEERS ::' "1805: Y2"ri AVENUE,,, Utit SEATTLE, WASHINGTON 98122 } 1 i wr ./r • �. 4.;',"":3711* t1 i t<, • • • • • • A • GUS RE: PLAN • 3 -164 'CURB TO LEVEL UNIT 5 1/4" <RE PLAN> PILASTER' RE:PLAN 3- #5x2' --0" 12'-0" # 0 12 "oc VERT #4 0 12 "oc HORIZ. C) £ TAIL d 1 12 <RE PLAN> P.C.PANEL RE:PLAN . 3 /4 "01EXP BOLT (EMBED 5 MIN.) 4x6 LEDGER -------- W/ 3 /4 "0A.B. 0 48 "oc (EMBED 5" MIN.) 1-x6 0 8 !E I /2x6x8' W/2 -1/2 "0 x 4 "W.H.S. 12'-O" 2 1/2" R. W/3/4"0 M.B. 2x4 0 24 "oc RE: SEC. J -4 SECTION A-»4 • SCALE: 3/4" = I '-.d • RTU (MAX. WT.= 1000 #) 6 1/4" GLB OR 4x PURLIN 4x6 W/HU46 HNGR EA. END 2x• STIFFENERS L -3 & L -3A FOR SKEWED CONNECTION --P.C.PANEL RE:PLAN [RE:.PLAN] I /4" Ft EA. SIDE W /3 /4 "OM.B. 3/4" BRG f . FL i /2x8x1' -2" I•-- 3./1x6x 1' -0 "BRG FI' W /3- #8x2'- 6 "VERT. BARS • SECTION G -4 -0- SCALE: 3/4" • [RE: PLAN] SECTION. K-4 SCALE: 3/4" = I'-o" GLB RE :PLAN 2 " 4 4" 2" -2 ROWS 10d 0 4 "oc MTT28B STRAP 08 W/24-16d COMMON 7/8 M.B. ` I/4 V <RE PLAN> P.C.PANEL RE:PLAN 3- #5x2' -0" HORIZ. BARS F? I /2x8x►' -2 PILASTER SECTION S-4 SCALE: 3/4" = I' -0" 5 5 SUSPENDED - CEILING RE: ARCH. 3 -16d STOREFRONT RE: ARCH, I 4" 12" all I, C;•PANEL i dir l i l t !I O' f II ▪ -r' 2x'- 0 24 "oc • ~--GLB .mr .n:r.•.•••••••w••••. ,r•cen'+..�ro ».aa:.ru.. ,...n "... KE: Ai '.K FoF, RE'1 EKV.., CI14.MF+Lk: FIA4404 X4 1, T'- [RE: PLAN] 1/2" PELICAN MILLS O.S.B. (TYP,) 1/4 2x6 0 24' 6 d 1 1/4" R. EA. SIDE W /3 /4"fM.B. 3/4 "BRG R GLB _ ft 1 /2x8x1' - -;? - GLB DETAIL d 2x5 0 24 "oc W /U26 HNGR EA. END EXCEPT USE 4x8 0 8'-O I /8"oc W /U46 HNGR EA. END FOR MTT28B STRAP GLB RE:PLAN L -6" W/3 -I/2 "0x4 "W: H. S. &3•- #5x2'_0" GLB RE :PLAN L6x4x1 /2x -4 W/3 - I/2 "0 x 4" W.H.S. & 3-#5x2:-0" <RE : PLAN> 3 /4 "4EXP BOLT --- (EMBED 4" MIN.) REPLAN SECTION C -4 & C -4A SCALE: 3/4" = I O -- GLB RE :PLAN (:LB ------- - . - - - --� GLB -"' P. PANEL 2 ROWS -10d 0 4 "oc 1 /4 "Ft EA. SIDE W/4 -- I " OM . B . II II II II 3/4 "BEARING R W /2- #5x2' -0' VERT.O 3 "GA. & 2- #5x2' -0" HORIZ.B 3 "GA. FL. I /2x6x8" 2x4 0 24 "oc --- 4x6 LEDGER W/ 3/4 "0A.8. 0 48 "oc (EMBED 5" MIN.) (U26 SKWEC HNGR 0 C--4A) P • C . PAN E L - - - --��`- RE: PLAN] PURLINN® RE: PLAN ' 4x6 0 8' -0 "oc 1/2" R RE: SEC. K -4 [RE:PLAN] 10 2 ROWS 10d 0 4"oc LTTI9 STRAP 0 48 "oc W/8-16d 2x6 0 24 "oc W /F26N HNGRS • I /4V B . I/2 "MAX SECTION H -4. SCALE: 3/4" I EOd 0 6 "oc RE:PLAN H02A 0 8' -n0 "o c B do S1 J E) a GRIDS GLB RE:PLAN' W /HHB2.6 HNGR EA. END (TYP,) SKEWED HW 2) H NGQ --4A ea-N2ON SECT o D-4 D-4A SCALE: 3/4" = I - 0" ,--4-1/4" _ -- 4 -_ I/4" STIFFENER R (3 EA, SIDE) 3" N . , P . C . P A N E L 3" r,___ 44x TOP R. 5 /8x7 I /4x0' -IO" EMBED R.// W /3/4 "0A.B• F 2 4 "oc (EMBED 4" MIN.) 2 ROWS -IOd 0 4 "oc BOTH SIDES OF REBAR 1 /4 5/I6 3 " 4x8 • 2 1/2" 4x6 0 8' -0 "oc 1/2" FL RE: SEC. K -4 I /2x6x8 12' -O" 2x4 0 24 "oc - 3-#6 CONT - #6 CONT. (RE:PLAN] 2x6 0 24 "oc w /F26N HNGR (TYP.) OVERSIZED HOLE - GLB RE:PLAN 3 /8x3x0' -I0 "Ft W/3- #6x2' -6" 0 4 "GA, 4" 4" GLB RE: PLAN I /4 "R. EA SIDE W/2.3/4 "0 M8 T.S. COL RE: PLAN ?.. ;b „� "t ±r.Yt.Rtis^�•:w{rr6 ..,..:;+�,: . ta:4rti��a SECTION E -4 SCALE: 3/4" = P.C.PANEL RE:PLAN 3 /4 "0EXP BOLT (EMBED 4" MIN.) 4x12 LEDGER W/ 3 /4 "0A.B. 0 24 "oc (EMBED 5" MIN.) 4x6 0 8' -0 "oc ---- RE: SEC. K - -4 RE : K - -4 2x4 BLOCKING W/ 5/8 "4 A.B. 0 48 "oc (EMBED 4" MIN.) 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'" �: �':. i` V WMr•7° +.{.} •''h"'.. ai.. .t..� ..f.. -r.. r[ .Y�....r4�.- »�'na"' ... -,ly ..:un. ,:`�f.4 �� � �/.,'2 is �T,4 .. v st`,a7 1. .. � <RE PLAN> �(2' -0" [RE: PLAN ,! 3/16 7/8" BRG Ft 2' - -7” Leeson Pomeroy Northweet,tnc. .;. Royce A. Berg, M.& President 1127 Pile Street, Suite 300 eottior, WA981 O1(206)583....8G30 I /4V GLB OR 4x PURLIN RE: PLAN PLAN] f 8x1 /4x2' -2" STRAP (LOOSE) EA SIDE W/4 -7/8 "0 M.B.- 2 ROWS 'Od 0 4 "0c MTT28B STRAP 8'-- O W/24 -16d COMMON 2'-5" DAP TOP F. FLUSH GLB ----- RE: PLAN NO WELD SECTION J-4 SCALE: 3/4" = I' -0" 1/4" Ft EA SIDE ----- SECTION F -4 & F -4A SCALE: 3/4" = I ' --0" NO WELD FkE I 1/4" rrF•?Y.�7� •N?r:• ft.af r^'r', : „ • '/' ti7sk. r+) wr! s” MA. s,.+ rs•;✓ AVhr+, ►tY•+%4::.X «w.A+:,:i:.4:i: 2 3/4 "0 L4. B. 2x6 0 24 "oc -2x6 0 24 "oc W/U26 HNGR EA. END A35 0 24 "oc - 2x4 0 24"oc —SUSPENDED CEILING RE: ARCH. ' -3 -16d STOREFRONT RE: ARCH. 8 1/2" 11 3/18" fl. EA SIDE W/ 3/4 "0. M8'- TYP . 3/4" BRG F£ (DAP R. I F' BEAMS ARE SAME DEPTH).• I /2" I 1 /2 8" L PURLIN PLAN WAS HNGR � - 2x4 - CONT. MID -PT OF BRACE W /2-- 16d 2x4 0 8' -O "oc EA, SIDE OF GLB W /4 --16d EA. END 1 vol 3 "xI /4 "x2'_2" STRAP (LOUSE) EA SIDE W/4 -7/8 "0 M8 GLB RE: PLAN , i nA ,•. •Y R06)324-6160 1 v . at • i- BOUNDARY , NAILING GLB RE:PLAN P.C.PANEL RE;PLAN I <RE: PLAN> 3 /4 "91KWIK BOLT (EMBED 4" MIN.) P.C.PANEL RE :PLAN BEAM. BUCKET RE: 0-5 ",_ T. ,3/4x6x1"---0".r- W/3-#6x3"--0" . DOWELS ' • 4x6 LEDGER -- SH)M TIGHT _._./' SEN A-5 SCALE: 3/4" = 1'-0" ; t F E 4'. x 491 - Go ,t. • r -: ( &X " X r .*i.5. C 4 GA . SCALE: van SCALE: 3/4" = " -5" STAGG. EC F -5 - SZ• SIP ZC• - S n .m —t ['. S L--5 [RE:PLAN] ,s 2 ROWS 10d 0 4 "oc 4x PURLIN RE:PLAN W /HB HNGR EA, END 4x 12 LEDGER W /7 /8 "0A.B. 0 24 "oc (EMBED 5" MIN,) — =r — .=.._ -- /l 1 JOIST RE:PLAN PURLIN RE :PLAN 24x24 COL MTT28e STRAP 4 8'- 01 /8 "o W/24-16d COMMON K �W:.� 3P AN.I .51. PAW SL 1 ' ?/ ' X 2 x0 -4 1 NAILING RE: SCHEDULE Ggl i'11:Ar414 0" I- 40K' IZ. VT 4 1 - x 4-`-- o 1-40 R (z -EDGE OF PANEL ST6236 STRAP W/40-16d ( :". 1 1: ) < RE: PLAN> 3 /4 "0EXP BOLT (EMBED 4" MIN.) P.C.PANEL RE:PLAN F ._.t r I' -0" MINIMUM FREE DRAI BACK FILL' FULL HEIGHT OF WALL 2 "OWEEP HOLE 0 6' -0'oc 3 - #5 CONT. ERECTION PAD BEYOND • SECUQNB -5 SCALE: 3/4" 1 ' —0" • • 2 "CLR TO VERT. REINF. i • • 5 1/2 3, _ -0. [RE :PLAN] 2 ROWS IOd 0 4 "oc LTT2OB STRAP 48 "o W /IOC -I6d 10d 0 2 1 /2 "oc 0 3x4 W /STRAP r -- 4.... •....- — 4 ....er.. coma mow • — O .i.�r ¶; 3x4 0.24 "oc - W /t= 24N HNGRS 4x6 LEDGER w/ 3/4 "0A.B. 0 48 "oc (EMBED 5" MIN.) L _ 1 ' —8P r , ASPHALT RE:ARCH, - 10" - #4 Q 16 "oc VERT. #4 0 16"oc HORIZ• 3 "CLR s co M SECTLQa SCALE : •3/4" .= I ' --0 POUR FTC AFTER PANEL IS ERECTED SECTION �)N • i• F wu.: �. �fiow' rfsr!+ w+! .�'.c•�4�J,�+�i7M3M1�C.i.��'�{tC . ,r h � a r i a air • ICE T AI L -5 10d NAILING RE:PLAN HD7A * 24' --0 "oc 0 GRIDS ®30t ONE SIDE OF PURLIN ONLY 4x PURLIN RE :PLAN W /HB HNGR •C'"A N EL Lat7C/►C L x204101( a� 3/4' EXP, noLTS ./4 To L�17& teo GA ;'� p-4114-16/.4 : 4 x f2 it'd A- .�-- r4.14.9. • 0 M. ARCH :(;Al -E '.1 •' 1 I 1.),f t'a'rA1 4 x 2 XVI In ►^ .�- TI.5 [R'E :PLAN) 50 2 ROWS 10d 0 4 "oc PURLINS W /HD7A $�LWN C: 2x4 0 24 "oc w /F24N HNGR (TYP.) OVERSIZED HOLE GLB RE:PLAN- E..:-.1;".•.2 4 x 14. USE, U 0: ;ti .45.2 h/ ""/4 rao%. j r1AI.1 ;:SK) 2K rf' :AHI4?-4 2ACP 4.iCKEQ' :: r' t. V4 S K E, N 1�OL . I - •1 ' -6" DEPTH Mf!N. • R E :F'TG SCHED . ---- .. 2 : 41 :41 - 5 43 47 G 2 x, may 'FF I T ��'r'��Acam; Ii�I! 1. I�°G' .....„ it (R., 4-#3 0'4 "o c c.,,, rki6t + -rapo mwrAiwrom EXTEND 2 - #7 BARS TO PARAPET DEr. 3 - #3 0 T 1 ES - ® 4 "oc 4-- #7 VERT. BARS RCM 10c1 4 4 "oz S I MPSON ti r d; d -.- PURLIN W /HB HNGR OR 2x FRAMING W /L13 HNGR P.C.PANEL RE:PLAN 2x6 0 24 "oc SOFFIT FRAMING W /U26 HNGR 2 -! <o -4 i O J 41% 4 x SECTION ff-5 SCALE: 3/4" = 1' -0" <RE PLAN> P.C.PANEL RE:PLAN ST IO . .N ► SCALE : 3/4" = 1 '-0" • • • '4. . < n1c:.X 0-0 AcT } •�"W+ Al ?tree!y prrtr :!. "r•7. `:�: r', 4"` "s. y • M. rd....., W. — „„. - --... -• 4 x TOP Ft. 3r'4 A.O. A ..4 "oo (FED 4" MIN.) 3 "CLR [RE: PLAN] AIN MOW -2 ROWS 10d ® 4 "oc 1st 8 -0" OF GLB 1/4" R EA. SIDE W /3 /4 "OM. - 3/4 "x6x0 -8 "F. SCALE : 3/4 '" 1 ' —0' (RE :PLAN I • 2x8 W /5/8 "05 EXP. BOLTS 0 48 "oc PURLIN W/HB HNGR GLB W /HHB2.6 HNGR 0 H -5 SIM. 6 2 -3/4 "BRG t£ (ONE 0 EA. PILASTER) W /3- #6x2' -6 "VERT. BARS USE Ft. 3 /4x6x1' -0" . - W/3-- #6x2' --6" VERT. 0 ONE PIECE COL. CTI4 D---5 DETAIL pp 12 q). PILASTER•- --- -ate• #4 0 10 "oc 1/4 S 1 DEWALK ---- RE:ARCH. GLB RE:PLAN 2" 2q 2 2 11/2" (TYP.) " SCALE: 3/4" — 1 -o f. SEE FTG SCHEDULE FOR SIZE & REINF. SECTION P -5 SCALE: 3/4” = Pt SECTION J -5 rc 6" I /2" MAX, DETAIL 1/7 DETA #3 ❑ TIES 2x8 LEDGER GLR GLB RE:PLAN 4- -#7 VERT. BARS 0 EA. PILASTER I /2" 11 3/4" 4 " SOFFIT rik RE: ARCH.VID �-- 4- -3/4 "0 EXP. BOLTS 0" 4 - #7 VERT. BARS EA. PILASTER 2- #s VERT. 4x12 W/6410 HNGR USE SKEWED W HNGR 0 SPANDREL PANEL - #3 0 STIRRUPS'. @ 8 "oc p --- R. RE : B -3 / L 4 x3x5 /16x0' --8" W/2- #6x3' --•0" BAR CI 6 "GA. (W1 D •REBAR TO m RE : A -•3 ) R 5 /16x3x8 R 3/4x4 x8 W /2- 7/8 " O x 3 "W . H. S. 2" '1 6" • .n:rr,, t.�,�,y„,,,. JPm ,4 !gwe'r ae.wvr..a ,40 , 0..!e 4 4 . $ - > vt�I. r ..r•.».�t.- .�.•+iW'.tr;....r.., r.':.v+.«s .. .as:h+a�aA+K. '.4�.. .e+�'eit Vii. 5 1/2" G1.R --- RE: PLAN 1/4" R. EA. SIDE W/6 -1 1/4 "0 BOLTS 3/4" BRG R - R. 5/8x8x1' -0" R 5/8x7 1 /4x1'- - W/4-#7x4 1 I /2 "xl 1/2 "x20 GA x4 " L CLIP U 24 "oc W/2 x 1 1 /4" RAWL ANCHOR 4444. .:... .. <-•.. .:: r ...� ..f.r..y �p -`` :" rrr�,e `%"< "!g +fit -.[ry : ;(r C.' ¢r ?ej /k r 12;... y �r •1 1 I f I I I I 1 I I i I .f . _ , t , _. ..• .. 444• _ -_ ..�..., .. -�,.., � .i� ... , ...; ,� �, 4444•. , _ . ..._ 1 III (If f �I�1I111�111I II�111�t� �I�1�1�1�1�1� r�1(l�l�l�l�r�[�f I� llfl IIIlIlIIIIIIlf1l} 111 11II!11111I1I1II �11j t111111111111 0 "'HUNCH I DNNCH 1 2 3 ' 4 5 6 7 8 9 ; 10 11 htaxmobuiv 12 NOTE: If the microfilmed document is less clear than this re notice, it is due to the quality of the original document. OE se 6d Lz 9z sz VZ CZ zz lZ cz sl 81 hi 9 Sl ht el zl tl 01, s @ L f ,I r�F, 1 ri f 1 , li 1 I�e1 I l, i ( �� I f r, r I I ( I . 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MO, 'CONSULTING ENGINS. 5E� WASHINGTON 98122 SEQT1 ...f..,. a: NO. • Architecture and Planning N • t.eoson Pomeroy Northweetinc. Rom A. ,Berg, A.I.A. Preeldsn t 1127 Pine Sbroet, Sultfo 300 - Seattle, WA -- .-... Is —. T.,........,........ aw. ..— ........,.. «..�.... -- .."..•.a ..- -- .........•∎••• •.,.......14. .1.1.:44,0.4.., DESCRIPTION. DATE y.. . _ . _ 4-444.. .....,•.4.e. • • • • • • • • r 4 .p '2 • , i , 1 • r L3 x 3 x 1/4 x 0' -6" W/2--5 x 2'-2" 8 4 (LAP W/ CHORD S1EEL) PER PANEL ELEVATION CHORD STEEL SEE PANEL ELEVATION It 1/4 x 4 x 0' -5 " ---- -� LEVA N SEE PANEL ELEVATION FOR CONNECTION LOCATIONS PLAN 1/4 rT T YPE A CONNECTION R 1/4x4x0' -5 " 1/4 L3x3X 1/440 '-6" W/2- -#5x2' -0" @ 4 "GA. BENT R I /4x4x0'- 3/16 (RE:PLAN) ^3/4"CQNT GROUT 4 - #5 CONT. PILASTER ' BELOW .1 !1 P.C.PANEL rt e ti Y `c ' ,F,Tft �,,. • 4, -1/2" JOINT (TYPICAL) L3x3x1 4x0' -6" W /2__5 /8 x W/2-5/8"0 4., xr%1 H.S c. 4 A . L3x3x1 /4x0' -6" W/2-5/8"0 x 411 6 G4/ TYPE F CONNECTION Ii? 1/4x4x0' -6" W/2- #5x2' -0" @ 4" GA. TYPE L :CQNNECT JON 1/2 "MAX. 1 I/2 "4x4" SMOOTH ROD --/ P . C .PANEL TYPE G CONNECTION 3/16 BENT 11' I /4x4x0'- TYPE M CONLNECTION 4 - #5 I' -0" 1' " O-- 1, L2 x 2 x 3/8 x 0 W/2-#5 I' -6" 0 6"GA. (DO NOT BEND BARS) it 4 x i /4 x 1;0 ' ..Lau.Aame TYPE B CONNECTION RE :PLAN) , 3/4 "CONT GROUT 4 - #5 CONT. O P'.:NEL 3" 3" 1/2" JOINT (TYPICAL) L. x 2 x 1/4 x 0' -a" W/2-5/8"�x 6 "W . H . S , 0 6 "oc I/'; 1)C I NT (TYPICAL) i/4 - -^ L2x2x I /4x0' - -6" W/2 - ••I/2 "0x4 "W.H,S, I /4x6x0' -6" W/2- #5x2' -•0" I@ 4' GA. VERT. BAR •,Sy , i•Y, � T •t', �•' V. . V • 7477 MOBIL. BAR VERT. 8AR HOR.I Z . "8AR R 1/4 x 4 x i. `--h" W /2 - #5 x 2' -•0" @ 4 "GA. -PANEL CONTINUES 0 SIM. SECTION L3 x 3 x 1/4 x 0'--G" W/2 - #5 x 2'-0" 0 4 "GA. TYeE 0 CONNECTION , i ;, 1/4 x 4 x U' - -6" iv t - - (2x2x1/4x0' -6" W/2 I/2 "Ox "`4'. H. S. TYPE H CONNECTION TYPE J CONNECT R 1/4 x 6 x 0' -6" W/2 - #5 x 2' -0" @ 4 "GA. L2 x 2 x 1/4 x 0'-- 1 /41, 'E.,., i QR „,ice INIEfil OR FA tip. NOTES; I) ALL PERIMETER' PRECAST, PANE ARE `6 • I /4" THICK 2) SHEAR WAIL, IS 7- 1/4' ° THICK:INITH NO REVEAL. _43/4-CLEAR -- REVEAL L I NE TY •I CAL DOUBL :MAT -- REBA R PLACEMENT REVEAL LINE I I/2 "CLEAR EQUAL EQUAL L3 x 3 x 1/4 x 0' -6" W/2-#5 x 2' -0" @ 4 "GA. WITH 3/4" ARCHITECTURAL REVEAL; PER PANEL ELEVATION R 3/8x4x0 --6" L4 x 3 x 1/4 x 0' I W/3 -• #5 x 2`-6" 0 4 "GA. (LAP w/ CHORD STEEL) CHORD STEEL SEE PANEL ELEVATION c . — 1£ 1/4 x 4 x 0'-8" ELEVATION 1/4 L F EE PANEL ELEVATION OR CONNECTION LOCATIONS WELD TO It & 3/8 #5x2' -6" 1/2" REC L4x3x I /4x0'__ 10- -.._- W/1/4" STIFFENER 1 - -E 1 /4 STIFFENER R.@ EA . #5 1/2" JOINT (TYPICAL 3/16 2.1 .Al BELOW ® DD 1 , TYPE D..1 & DD CONNECTION 1/2'05x4" SMOOTH ROD --- -- 1 /4 L3x3xl /4x0' -8" W /2- #5x2' -6" @ 4 "GA. L3x3xl /4x0' -8" W/2- #5x2' -6" @ 4 "GA. TYPE N CONNECTION TYPE P CONNECTION L2x2x1/4x0' -6" W/2 -I/2 "0x4 "W.H.S. ON • PRECAST PANEL RJINF, NOTES 1) TYPICAL PANEL REINFORCING; AS SHOWN ON PANEL ELEVATIONS. 2) PROVIDE #!5 VERTICAL .EACH FACE AT PANEL • AS - SHOWN ON .PANEL - 3) PROVIDE HORIZONTAL BARS AT OPENINGS AS PANEL ELEVATIONS. 4) PROVIDE #4 x 2' -6" DIAGONAL AT CORNERS OPENINGS, 5) PROVIDE CHORD'STEEL AS SHOWN ON PANEL ELEVATION. 6) VERIFY PANEL DIMENSIONS W /ARCHITECTURAL_ DRAWINGS. 7) ALL PANELS ARE VIEWED FROM INSIDE OUTWARD. PILASTER INSIDE FACE OPENINGS SHOWN ON OF ALL 6 1/4" OR 7 1/4" P.C. PANEL R 3/8x4x0' --8" W/2 -5/8 "0x6 "W. H.S. 0 6 "GA. i_ I/ 4x4x0' --5"-- TYPE E CONNECTJON -- L3x3x! /4x0' -6" W/2-5/8"0 x 4 "`k,H.S. TYPE K CONNECTION ••4 11 I1 1 i1 II 11 11 ii ii 9 "SEAT- 11 If 11 Il 11 4- DETAIL qq 1 11 NOTE: GRIND ALL EXPOSED WELDS SMOOTH. PAINT ALL EXPOSED METAL SURFACES WITH RUST - INHIBITIVE PAINT TO MATCH PANEL. .- .- .,xv.v±a.zsf� �r y3 , e 1 M: r }.' 7 ^4� [ .s,+y , .tt,•+�,�.' " :- end, ,y fd.. 'fit. ,'fir '. , ".3t/ '-cif i'i �!i!G¢r fibAl.ZA L,ia�n o�eaa,1t5•is..w^r_hem^J .wlC0. ` t .+OLe1'...arr�xrxo�r+tR�:i2 c-solt meet „1.. !. I F ,�:.i�i°.I}c'�tlN/SiT,15 .t+s?4x,Y 11.,- T - .. ... ,,�....., a+±a�•cr _ . sb cnLx4^ ar . il,!:CAR.'�1+;' wa.!rirw.. .1 .,K�•: �. �•.•. ...f r � r. /`. � r.• +) J •. .sz r•Yr }"r J y K'�« '�i. �� !". 111 t11 1'1'! i l l l l l l i 1 If 1 r l l "k i t 1 111 1L1 C I • 11 . . Il1 1 i I 1 11111 Ilijlljl�ijl�lji Ijl ijillj I (III ( I�) p I ThS INCH 2 3 4 5 6 7 8 9 10 11 ►• ER 1 12 tha this N4 If the adicrofilffied document ill less cleax tha notice, it is duo to the quality of the original document. OE 6z Be cz 97 GZ nz Ez zz I Oz s1 e� a 91 s� y e� at a pL 6 9 L 9 9 t e z I "" �IIIl�IIilli llillhil iiii� iiiil iiiitiflliiii {fllilllll�!IIII;IiI� ! Ill!! it�liiLll! il�ili! Ii!!!! III�ii!! li !!!Illli�lill�Illi�ll;!j!i!il!I 1I !III II 1 I i I ( i i i + I I I I .., ,_. , I I I II ,,� II{il . 11l�Il . Ili IIIIIII !ulil,IlII,llUi�lllllh�li Ii I lllll ! II ( l!! I � r ,.. Illlli!I 1!lilli!i I!I!liiii� ^,' r:.� ,. ..rva. ..J..w. t. �. •s!.1R 56: ... rr.. .r .... ^ -Y tea... ^J ^rJ..., .e .- }. f !il i it li • iIil IIIJII x 1 DETAIL g 20 l 1XEEQCQN N C L[QN -- L2x2x3/8x0' -6" 2 1/2 -, 1, rt;,lti v't L3x3x 1/4x0' - -8" W/2- #5x2' -6 "0 4 "GA. `-- P.C.SPANDREL CAULK JOINT L 8 x 4 x 1/2 x 0' -5 1/4" W /2 - #5 x 2' -0" VERTICAL & 2 -##5 x 2 -0" @ 20° TO HORIZONTAL- (DO NOT BEND) 1/2 " I /7- DETAIL L 3/8 R 1/2 x 5 1/4 x 0' -8" W/2 - #5 x 2` -0" VERTICAL & 2-#5 x 2'-0" HORIZONTAL (HOLD TO INSIDE FACE) 4 ".21/2" DETAIL qj 11 t• TEL 4206) 324 -6164 RICHARD nimsozir /{ 1, l ^) soc �f, 1� j {/` , '' IA ■� l �( l C. JOB NA: 9112 DATE :2 -7--91 Architecture and Planning Lem Pomeroy Northwest,Inc, Royce A. Berg. A.1.A. President - 1127 Pine Stroet Suite 300 Seatt e, WA981 01(206)3 8030 DESCRIPTI DATE w 1--- z LJ U F 0 CY. (3) 2 SHEET NO. °_:t • i r ia • ,�._•. • ' r!; '72 _ W . .: ter. 7 1 11 iii 1 A& , tga1►URt i \ I / \ , ll i- . 3 - #6 EA. FACE (6 TOTAL) _- 'IN, #7 H1 ,n ati► ill _. i % / I \/ /\ . .1 k ,1 ,1 i- . 3 - #6 EA. FACE (6 TOTAL) _- .;, • 4 d �17 • --6 "> i -0" e . <1 - 6 " ) _ 13 12' - n" CONN. RE: A -3' <17' -6 "> 13' -0" ' 12'-0" i 14' -0" • - 2 - #5 CHORD STEEL RE: 0 -4 SIM 1 #7 EA, FACE (2 TOTAL) #4 0 16 "oc HORIZ. #4 0 16" cc VERT. # Q 12"04 EA. FACE H O R I Z . #5 0 12 "oc EA. FAC VERT, 4 -4 4E 4 `bf . 4 pA ' '5 . Tee RE: 0-4 FOR PANEL' THICKNESS ELEVAT - , GRID t = 6 1/4" EXCEPT AS NOTED #4 0 16 "oc HORIZ:-77 #4 a 16 "oc VERT. / / f ELEVATION @ GRID t = 6 1/EXCEPT AS NOTED RE: V,. -3 Sim 3 - #6 EA. FACE ( TOTAL) 2 - #5 CHORD STEEL RE. RE: G4 FOR PANEL THICKNESS ELEVATION @ GR D 0 t = 6 1 4 EXCEPT AS NOTED I - - #7 EA.*FACE (2 TOTAL) #4 ® 12 "oc EA. FACE HORIZ. #5.0 12"oc EA. FACE VERT. 6-c-6 RE : G4 FOR PANEL. THICKNESS £LEVATION @ GR I D t AS NOTED <19' -3 "> 4. •' 0 1 a� / -3-#6 CHORD STEEL L,#5 0 14 "oc H O R I Z . #5 0 14 "oc VERT. / 2-#5 CHORD STEEL \\ #4 0 16 "oc H O R I Z . #4 0 16" oc E'ERI. -RE: H -4 -3-#6 EA. FACE (6 TOTAL) CONN. RE: 0-3 ELEVATION GR I D 1- R 2 - #5 CHORD STEEL �.J 2 - #S EA. FACE (4 TOTAL) RE': 8-4 3 - #5 EA. FACE (6 TOTAL) rte•. -�. RE: G• -4 SIM CONN RE : A -3 �-- 1 #5 EA • FACE (2 TOTAL ) `.� #4 4 16 "oc HORIZ. #4 0 16" oc VERT. -2-#5 EA, FACE (4 TOTAL) I „, 2 - #5 CHORD STEEL / 2 - #5 7 CHORD STEEL 2 - # 5 2-- #5 CHCRD CHORD STEEL STEEL RE: 0 -4-. SIM #4 0 16 "oc HORIZ,-7 ! #4 0 Woe VERT. •' 54 Ip�� 1117 EA. . -4 1 }G -4 - r-r FACE i1 °- ;r'A'N o1'?e (2 TOTAL) #4 0 12 "oc EA. FACE HORIZ. #5 0 12 "oc EA. FACE VERT. • . -., -j - RE: G4 FOR PANEL THICKNESS N / 2 - #5 EA. FACE (4 TOTAL) : K3 <19 -3 "> -RE : Kr - • 3 ? 1 -!7 EA. FACE (2 TOTAL) • a #5. Cf t(ht() TIELr QQ) #4 0 2-•- #5 CHORD STEEL -RE: K - 3 1 - #7 EA. FACE (2 TOTAL) #5 0 12 "oc EA. FACE VERT. RE: G4 FOR PANEL THICKNESS RE: 04 FOR PANEL THICKNESS RC~: i- -4 _.3. - #5 . EA, FACE (N fi)TAL) - FUTURE OOR OPENING CONN, „• RE: A-3 1 15 EA. FACE (2 TOTAL) #4 0 12 "oc EA. FACE HORIZ. #5 Q 12 "oc EA. FACE VERT. 8 2-#5 CHORD STEEL r• 12 "oc EA. FACE HORIZ. 2 -#5 EA. FACE 3 - #5 (. TOTAL) EA. FACE (6 TOTAL 1A'no 11Oirfi tLt "f+) VFtifi \ #4 0 16 "oc H O R I Z . #4 @ 16" oc VERT. -- 44 4 16 "oc HORIZ. #4 0 16" oc VERT. . ,2-#5 ,/ CHORD STEEL B --2-#5 EA. FACE (4 TOTAL) k E S SIM • CONN. RE: A-3 1-- #5 EA. FACE--- (h Tf RE: CONN. RE: A -3 2 - #5 7 CHORD STEEL -2 - #5 EA. FACE (4 TOTAL) 3 -#6- EA. FACE (6 TOTAL) *., 16''oc HOF i7_. #4 0 16 "oc VERT. j i f -;LAB Uraw t 4 ..' of TIP RE: SRI . C I . #7 - EA. FACE (2 TOTAL) C G4 FOR PANEL THICKNESS 2 - #5 /CHORD STEEL ( 2 - #5 CHORD STEEL E 3 4 0 12 "oc pi #Z, i:iitIffti • 1 - #7 EA. FACE (2 TOTAL) RE: 1(4.4 S IM N• 1 #7 EA. FACE (2 TOTAL) RE: 19 -4 3 - #5 EA. FACE (6 TOTAL) _CONN �� r Rf : A -3 q RE: G4 FOR PANEL THICKNESS r A ----1-#5 EA. FACE (2 tOtAL) \j #4 •0 12 "oc EA. FACE HORIZ. #5 0 12 "oc EA. FACE VERT. RE: G4 FOR PANEL THICKNESS ELEVATION @ GR D t = 6 1/4 EXCEPT AS NOTED #4 0 12 "oc EA. FACE HORIZ. I5 4 12 "oc EA. FACE VERT. 1 #4 0 16 "oc HORIZ. #4 0 16 "oc VERT. F ` #4 0 16 "oc HORIZ. #4 0 15" oc VERT. 0 16 "oc HORIZ. / # 0 16" oc VERT. ELYAL GRI t = 6 1/4" EXCEPT AS NOTED . • 414 4 $ 1 ( 4 %10 1101'1T.: 4 4 !rt. eQ VE'L 1 ,14+ i 114 C i. . 2 - #5 % CHORD STEEL L .2-#5 EA. FACE (4 TOTAL) 2-- # 5 CHORD ,"3TEEL \. -#5 EA. EA. FACE (4 TOTAL) 2 - # EA.' FACE (4 TOTAL) K - 3 SIM 2 - - #5 CHORD STEEL ETA. FACE (2 TOTAL) - RE: .r 3 ,Im RE : I~- SiM #6 -- EA. ( TOTAL) RE: B-4 V 3 - #5 EA. FACE - (6 TOTAL) B B FUTURE DOOR OPENING \,CONK; RE: A-3 —1 - #5 EA . FACE (2 TOTAL) f _L. ;c -a. stm 2 -#5 / CHORD STEEL RE: K -3 --1 -07 EA. FACE (2 TOTAL) l2s `--/ RE G4 E 1 - #7 EA. FACE (2 TOTAL) , 12 "oc 0 1 2"oc RE: 04 FOR PANEL THICKNESS #4 0 16 "oc HORIZ. #4 0 16 "oc VERT. 44 4 12 "oc EA. cACE HORIZ, #5 0 1 ° oc EA. FACE VERT. RE: G4 FOR PANEL THICKNESS EA. FACE HORIZ. EA. FACE VERT. FOR PANEL THICKNESS 4 0 12"oc Imo. , r•^ -2-#5 FA. FACE 4 TOTAL) #4 0 16 "oc 4 CR U Z . #4 .Q 16 oc 'iERT, #4 0 16"oc HORIZ. #4 0 16" oc VERT. '--2-#5 27 EA. FACE (4 TOTAL) /r CHORD sir 1 2 - #5 CHORD STEEL 2- #5 ZHCRO r!E t 2 - #5 CHORD STEEL EA. FACE (4 TOTAL) 16 "oc HORIZ. #4 0 16" oc VERT. RE: -, slM RE: k -3 SIM 3 - #5 EA. FACE (6 TOTAL) C: 9 N CONN. Z RE: A =3 - -t - #5 EA. FACE (2 TC TAL ) _.o.,.: L' '' 1. ' : ,R" J t 7 .-::C 7+ �' X 01 ` .- .•rti.ur-+• • 0 101mi :NON 1 2 , 3 4 5 a 7 e 9 NOTE: If the microfilmed docuraant is less clear than this notice, it is due to the quality of the original document. ' 1111111111111111,7: 111i1111j11111111111 111111111111111 Ijrji(I W1111111 I,lipjlpilp1111111111jilyilj jI 111+111 �1!111111llf 11!illill111111j111111111111ill f 10 11 H R►um 12 lZ Oz' 6L et LL 9l St Tit CI Zl LL CIL 6 9 4 9 s ' e Z, . wr: Q • I! ��!!!I►;! !�a! !!����!i�!iI I III!If! ����IilI ilk► !I !! !! +! {! ! 1 i u!!i!!!!I!!!I $tII ... }wSL ' '..., �_.. ,r !" ^'..;tai'• >�` .. _ ll{atir.x ;ii.__.. #4 0 16 "oc HORIZ.- #4 a 16"oc VERT. 2 - #5 CHORD STEEL • - S E t i it - 3 --- 3 ACE ; TOTAL) RE: G4 FOR PANEL. THICKNESS RE: G4 FOR PANEL TH:CK *LESS • r te' 2 -#5 0' CHORD. STEEL - RE: 1c-�s •1--#7 EA. FACE (2 TOTAL) #4 0 j2 "oc LA. FACE HCRIZ. #5 0 12 "oc EA. FACE VERT. 2 - #5 CHORD STEEL —RE • _N., RE: G -4 FOR PANEL THICKNESS Sim 04 4 'f'oc -CR•- (i) OPENING CONN. �� RE : A-3 1 - #5 EA. FACE (2 TOTAL) . w ."rmsrar.r.rc.rrtr:•oom Fmr•..r"afro. 4— f kJ- 4 4. -4. - !`rI°, 41 , 1 -#7 EA. FACE (2 TOTAL) #4 0 12 "oc EA. FACE HORIZ. #4 #5 0 12 EA. FACE VERT. #5 1 .aeon Pomeroy y N l*eetIno. Roe A. Barg, A.I.A. Preleident 1127 Pine Stroet Suite 3 Seattle, WA9O101(2O8)5 `Sr -843!: DESCRIPTION DATE Fes; DCC?` -1 SHEET 16"oc H O R I Z . #4 d 16" oc VERT. 2-#5 / / //- CHORD STEEL I RE: B -4 _3 - #5 EA. FACE (6 TOTAL) `-- FUTURE DOOR 2 -• #5 J Olen TTEEt — - 4 5 / CHORD / STEEL A 12 "oc EA. 0 12 "oc EA. _ 2 - FA :ACP '4 #4 0 :Coo HCR`Z. 44 * 16a oc VERT; 2 -#5 EA. FACE (4 TOTAL) ( 2 - #5 EA. FACE (4 TOTAL) E� FACE H O R I Z . 4- It '4 To 4. FACE VERT. . - i i4;'rr c y RE: G--4 FOR PANEL THICKNESS 3 Si *4 RE. :K.:a 2 - CHORD STEEL r 1 - #? EA, FACE (2 TOTAL) • (206) 32.94160 !CONSUL11NC ENGINEERS' & i (AVENUE s urrE 18. `r TTi.�•WASHIN�`1`C�N. 9812�.', w F- z w v >-- CD • ot