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Permit 6278 - Security Pacific Bank - Addition
This record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. 6278 Security Pacific Bank 12400 East Marginal Way South RECORDSDIGITAL D-) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # Code Exemption 13rief Explanatory 6escripfio Statute/Ruld The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security Personal Information — numbers are redacted to protect those Social Security Numbers individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. 216,277 DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information — expiration dates, or bank or other financial RCW 152 DR2 Financial Information — account numbers, which are exempt from 42.56.230(5) RCW 42.56.230(4 5) disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. security pacific bank 6278 Sincerely, By &OMPANt, 4 HAIGHT !ROOFING ZINC. Mailing Address: P.O. Box 7`0150, Seattle, Washington 98107 Area Code: (206) 784 -8414 Office Address; 4910 15th Ave. N,W„ Seattle, Washington INDUSTRIAL — COMMERCIAL— ROOFINO Ind SHEET METAL WORK REROOFING SPECIALISTS • Lease Crutcher Lewis Contractors P.O. Box 817 Redmond, Washington 98073 Attention: Mr. George Yramer Re: Security Pacific Bank Riverton Operations Center , Dear George: .This shall serve as confirmation that the roof system applied to the above reference project wall installed per the manufacturers recommendations for the eystem:' Consolidated Fiber Glass Products Company Specifications R; 34A-CAP 1 This roof system as installed qualifies for Underwriters,.. Laboratories Class A and Factory Mutual 1 -90 status. Additional. specific information is contained in the 'attached literature from the manufacturing data. , . HAIGHT ROOFING COMPANY., INC ■ t H a teProject Manager, cc: Project File Ed Murray /Jobsite Members! Rooting Contractors Aspoclatlon, Seattle, Washington National Rooting Contractors Association Washington State Contractors Regislritlon Number 223•01•h$A•IG.HR- C2690K • JUN 04 '91 16:59 206_7 '058 1= al (.1•11 ii 4.4 1011•1L AFFILIATION NATIONAL ROOFING CONTRACTORS MANUTACTuNeRS ASSOCIATION q�M COMPLIANCES FEDERAL SPECIFICATIONS $$•142OB T p� lit SS -R e3OD, pass III SS.A•701A S8.C.153T I SS.R•1761 - Typo I HH41.1S72/2Typs I, Grade 2 HH•1.3290 Type I Grade 2 HH.1. 430 s Type yp 2, 1, Grade e E. • ARMY CORPS OF ENGINEERS GUIDE SPECIFICATIONS ' CE- 220.12 0 0 . . CE.220.1 I NAVFAC 9.07510 i Military Construction SUR Military Construction Family Housing Military Construction Conbase W.1 IV, M825, M340 . . Campy A.IV, Conply h160 Comet), OAP Conceal Commode Polycon Class I Roof Insulation Conpert Roof Insulation Poycon.posite Roof Insulation .. Polycon Class I Poyoon.poelte U.S. AIR FORCE MANUAL. AFM.60.16 Military Construction AFM -85.25 Section 7,2a Family Housing MILITARY SPECIFICATIONS MIL.R4472A Concoct, Concoct CC.20 ' NAVAL FACILITIES ENGINEERING COMMAND Conbasa W.1 IV Conply A -IV, h050 C W.1 IV Conply A4V, ht80 FAC.GSH 7.2s, Family Housing Conbase W -1 IV FEDERAL HOUSING ADMINISTRATION (FHA) MPS (Minimum Propeny Standards)AII Products a AND COMPLIANCES Ro '# l� 4cmcs tpo�Asaocurrav UNDERWRITERS LABORATORIES ' wigwam Nat U� r11n� ION 'opus googly OSA PUBLIC BUILDING SERVICE P8S4.0760 Concap, Conply A•IV, Conbass W.1 IV AAMM RICAN FOR TESTING AND MATERIALS M) 0.2178 Type VI D D , 672 .Type II D D . 1 4 1 041101* Type II Conply A -IV Conply ht60 Rebores Conoap, MB CAP Concoct CC.20 ConprIme C 325 P. 3/5 INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS (1050) Po on n Class I Roof Insulation Ms Roof Insulation Conport Various RoofngSyyuttoms UNDERWRITER'S LABORATORIES (UL) BA -Upend Modified Bitumen Roofing: The 'FIRE RATINGS' section lists the various roofing assemblies and their corresponding U,L, ratinngps. All Gongias BUR products qualify for the following U.L. label: 0. Roof Insulationn; 1.11, Nos 1, 2,14 FACTORY MUTUAL (FM) Potycon Class I Roof Insulation, Class I Construction Conp.d Roof Insulation, Class I Construction Psycon•poalte Roof Insulation, Class I Construction CANADIAN GOVERNMENT STANDARDS BUREAU COSS old. 37•GP.S8M Type IA, Super 2 Ease CBSB iltd. 374P46M Type 2A, 28 Super 2 Cap JUN,04 '91 17:00 206_9' 1058 SYSTEMS IV FIBERGLASS ROOF SYSTEMS INSUt AIFil fF(:K ONE LAYER CONOLAS CONCAP SET INTO ROOFING ASPHALT . CONGLAS ROOF INSULATION (TOP LAYER To BC CONPERL) THREE LAYERS CONPLY A -IV sr INTO ROOFING ASPHALT ONE LAYER CONIASE W - IV SET INTO 1100FINO ASPHALT APPLICATION** THE HOOF DI:OKA Ibefhn, dean, dry and am0001forM appiorkiondnosing gird MliidorttaaNflalaTreated wood naps", the same thickness mete frou lotion, shell be installed at deokedges end** urdide lay gahfanbed metal Ranges. Wars shall be nominal r wide a .deed at Ma one bah beyond MINN to be Holafsd. ROOF INSULATION shall be appped in an approved manner with joints is the long Oasesion of the bond continuous and lalna In the short dimension of the board staggered at heel WP. Inedellon shall be rrty fab- ricated to f4 wound projections. &Own edges or e cealwgapeofalbe part'Nedto plates un suds*. lathe roof membrane. Refer toappropriar roof iaulation system apail�Wton knaddtloncrmquhaRerw relating to Installation of rod Insulation and/or vapor retarder mated.r. CONBAB E W -1 IV bee sheet shall be applied at right moles to duo cot nuous Joints d the waste at be roofed. Base shell shall be lapped 2' on sides and 6' on ends. Lap so the flow of water le over or wallets but never the e Ism EiMnd Iwo sheet i inch. above of Ow cant strip att bssedm& and ver sutaoea Embed a the full w feet app$wtlorrs of ha .aphid applied ate nnanbM nerdd00Ite, per 100 EMBED three (3) pales CONPLY A•N in shingle fashion, Iapping'24aN' with en 11.114' swam, COMPLY AN shall to lipped ao the flow of water is over or parallel to, but never "patrol, the laps, AI and ape shill be at Nast 4' and adjacent end laps shall be at least 12' apart EMBED the full width of each sheet In hot asphalt appileci at • nominal moor BO lbs. per 100411.44 roof area. Each *shall be lightly bnoomed, using o moderately soft commercial push broom, as It M applied. All pies shall extend MO inches above the top of the col strip, solidly adhered. &xANs or Rshmouths she line oil end repaired prop«fy VALLEYS/WATERWAYS "hai receive an extra layer of CONPLY A•N which shall be at Mat 00' We, It shoe extend et least 8' up inclines out of valeys. This ply shall bo laid on lop of base sheet prior b gyp of ether � 10E Embed h f roof width of sad! sheet In. uniform mopping of hot aaphelt'poled at • nominal ra of 30 (be, CONCAP shall be out into 12.10' lengths and slowed to flatten. Apply parallel b Imdsr$ bhp roc*tg. CONCAP Null be lapped 2' on Wes and 6' on ends. Adjacent end aps.hail be staggered et boar apart Lap so tilt Row wear is over or perale l lo, but never against, the sips. Embed the hA width of mph 1241' length into aun1orm.old CCONTTAAC hot ?INE CONCAP AND MOPPINGaABPMAALT. hd toof Km. THINE MUST /EGOAIPLETE ON SLOPES exceeding 1 -1/2' per lot, all BUR ahai be applied prodel lolly slo cldsck On dopier per foot and prosier, the ply sheets and surfacing sheet shall be'back.naied'to wood Wes es deeorb"d In the •General flaquVementa' section. • 'Refer to 'General Requkemenb' for proper melt point d asph•k for slope brolved. "ALL tlor► requirements from the 'General Requirements' section are considered pan of these spat ICI -34A -CAP U.L CLASS A / SLOPE RANGE: 0" to 2' MATERIALS MATERIALS REQUIRED PER 100 SQUARE FEET OF ROOF AREA: Approved Roof Insulation CONBASE W.1 IV, 1 ply CONPLYA•N, 3 plies Aephall', plies (4 ® 30 Obit) Asphalt", surface P.5/5 100 sq.ft. 251be. 33 We. 120 lb.. 25 Pa CONCAP, ply . 76 1be. Accessories and Flashing Materials es Required NOTE: Rehr to appropriate roof In"ulsbon system specification for bre akdown of insulation end.wpor retarder materials to underlie the roof membrane,: IMO CONSOLIDATED FIBERGLASS PRODUCTS COMPANY, INC. 3001 STANDAADSTRPET'BAKERSFl LD, CALIFORNIA 93308+PH.(003)313-1 12 $ 3 0 •0 3 0 3 2Q30 EP ND -34A -CUB O003 1 2O MI ND- 24A -CIIS t3E0QO3 NO- 34A -01S . 1 2 0 O I 3 0 3 2 ga 2 000 3 2 :Q EOg$ 3 !� 1 0 3 01. $ 3 0 3 10301 0303 ND- 34A-CS 1 O3 @ 0 3 0 3 s e 0 $ 38 10 0 0 3 0 3 1 x 3010 3 0 3 38 U$ U$ U 0 U 30U $ 01 .0 4T U 3 $U0U$U$ U NON - COMBUSTIBLE ONLY ND -24A -CAP 2 N0-34A -CAP 2 ND-24M -CAP 2 ND -344 -CAP 2 ND- 24A -CuB EP ND -34A -CUB 140- 24M-O4B 1 NO- 3411 -Cue MI ND- 24A -CIIS NO- 34A -01S . 1 ND -24U -CMS t ND- 3411 -CUS I NO- 34A -SS. k ND- 3411 -SS 1 ND -34A -ECG !� NO -3411-ECG ND -34A -G 3 ND -34M -G 3 ND- 34A-CS 3i NO- 3411-CS 5; RI -24A -CUB RI-34A -CURB RI- 24P -CMO RI- 34P -CMB RI- 24M -C418 RI- 34A -5S RI- 34P -SS III- 3411 -SS RI -34A -ECG Rt -34P -ECG O II SYSTEMS I? INSULATED SYSTEM NUMBERS �! Igk8 R l -34A -CAP $ c $ ©O On o Rol moll ® QDQDDD } ©ODOLttDD ` Q ©OD ©E3 L1QDODODOD QODDD °DOD ©DOODODOD £ODODDDOD LIODQD z DOD D v ' DOEIOD ' IDBD' AD MO nO OD ° O ©D 3 9119 j! o RI -MA -CS U �Q R1- 34P -CS $ 0 U 0 U OD A D 4 RI -24A -CAP RI -34P -CAP R1 -24U -CAP RI -34U -CAP R1 -3411 -ECG R1 -34A -G R1-34PB Ri -3411 -G CLASS A R1- 3111-CS O LI 8 U O U© U COMBUSTIBLE OR NON-COMBUSTIBLE CLASS A (OPTION) 4.49 / 6 ° ° � '' P fe t e e (5 e e� v ODOOOMOD MQDQ0ODOD 0000130000 0Q0DODUD ©ODODUDOD E0D0D ' fOD 24 4- 4 LEGEND T1'- INSULAT1O3t IS OPIIONAL (RD 11It11YUN DIMNESS) U- UMJMIIEO !HICKNESS (ND WJC UN THICKNESS) CLASS B CLASS SYSTEMS IV COMBUSTIBLE SYSTEM NUMBERS X4 4 C -34M -CAP 2 C- 24A -CUB C -2411-CMS C -34U -CMS C- 34A -SS C- 34M -SS - C -34A -ECG C -3411 -ECG C -34A -G C -34 -C C- 34A -CS LWC- 34PB -CMB LWC -24PB -CMS LWC- 34PB -CMS LWC- 34PB -SS LWC -34PB -ECG LWC- 34P8 -G LWC- 34PB -CS _ C- 34A -CNB C- 24U -CMB C- 34M -CMB C -34A - CMS - I 1 3 3 C- 34M -CS LWC -24PB -CAP 2 1 3 li 3 3. 3 3I 4 3 3 3 - OF CONST.: II -N UBC EDITION (year) 1988 SETBACKS: N- S - E- W- FIRE PROTECTION: Sprinklers (D Detectors 0 N/A UTILITY PERMITS REQUIRED? © Yes 0 No (through Public Worksl ZONING: BAR /LAND USE CONDITIONS? 0 Yes 0 No CONDITIONS (other than those noted on or attached to permit/plans) ARCHITECT The Callison Partnership PHONE 623 -4646 ADDRESS 1420 Fifth Avenue, Suite 2400, Seattle, WA /1 PROPERTY OWNER Security Pacific Bank PHONE 621 -4275 ADDRESS 600 University, P.O. Box 3966, Seattle, WA ZIP 98124 CONTRACTOR Lease Crutcher Lewis PHONE 455 -2480 ADDRESS P.O. Box 817, Redmond, WA ZIP 98073 WA. ST. CONTRACTOR'S LICENSE # LEASECL118NB EXP. DATE 6/91 ARCHITECT The Callison Partnership PHONE 623 -4646 ADDRESS 1420 Fifth Avenue, Suite 2400, Seattle, WA ZIP 98101 CITY OF TUKWILA Dept. of Community Development- Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT NO. (() DATE ISSUED: USE APPROVED FOR ISSUANCE BY: (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) Addition of single story to existing building. BUILDILI3 PERMIT BUILDING OFFICIAL ASSESSOR ACCOUNT # 734060-0480-00 DATE: SIGNATURE: l ,� /l DATE: / L / / � / ''\e7 PRINT NAME: L..913,347A--- Of , 'fr i �`f' _ COMPANY: (d'Aru i s 06 , j BUILDING:PERMITFEE PLAN:CHECK FEE BUILDING SURCHARGE eTHER TOTAL BEE Datil 2,702.00: 1',757.00 4.50 4.463.50 0057 "7.47-90 onialtimea Ism PLAN CHECK NO.: 90 -316 PROJECT NAME/TENANT Security Pacifc Bank TYPE OF U New Building U Addition Lj Tenant Improvement (commercial) Li Demolition (building) 0 Grading/Fill WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: FLOOR 1 TOTAL 4 4 Com. Rm/ B -2 See Tan. / B-2 Mechan SQ UAR E 852 SQUARE FEET 10,612 OCC. LOAD 106 SQUARE FEET 2,873 OCC. LOAD 29 OCC. LOAD 4 SQUARE OCC. FEET LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET 14,337 14,337 TOTAL OCC. LOAD 139 139 ii 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 m authorized to sign for and obtain this building permit. This permit shall become null and void If the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. DATE ISSUED: CERTIFICATE OF OCCUPANCY NO. qt-O U/TOWIN PERMIT NO. • CONTACTED c ____N• DATE READY DATE NOTIFIED nn T L 0-- fl - I O (snit.) __Deb BY: (Init.) (I lt) __�_ PERMIT EXPIRES ,,. 2nd NOTIFICATION NOTIFICATION AMOUNT OWINCR 70 S - 33 PLAN CHECK NUMBER 0d /5l(v BUILDING PERMIT APPLICATION TRACKING PROJ0 T NAM .. .. � if t 0,6. A Li . 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) C b � d . SQUARE FEET IO(t IZ OCC. LOAD /D0 SQUARE FEET OCC. LOAD 29 SQUARE OCC. FEET LOAD Sys 4- SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET I W 53 TOTAL OCCU- PANCY LOAD 1 DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the protect. FIRE CX PUBLIC WORKS 0 OTHER AR BUILDING - initial review PLANNING BUILDING - final review REVIEW COMPLETED SITE DDRESS Zr.1� rcir • TE .. .. f —t -90 I 2 16 10-15 - qD _ (40 CONSULTANT: Date Sent - - 7-- �t4 Date Approved - etectors INIT: ) / 910 REFERENCE FILE NOS.: INIIMINIMUM SETBACKS: N- UTILITY PERMITS REQUIRED? PUBLIC WORKS LETTER DATED: INIT: INIT: IROV ROUTED CTION: UIREME SUITE NO. FIRE DEPT. LETTER DATED: 9 7 9 INSPECTOR: / 10.0.90 WPE OF CONSTRUCTION: INIT: _1E14 E (NKLEQ- O 1 t/e A t /A SARILAND USE CONDITIONS? ►'1 Yes S- N ( I No cl° (I " - (ABC EDITION (year): W- U VV vvUIII U of uvuwraly, iunw..o •„ri vv.vv 433 DESCRIPTION'.:•;; ;:::::AMOUNT RCPT..* DATE;: (206) -1849 BUILDING PERMIT FEE i4. �"'ir� >cC 1A ( ("1 'l PLAN CHECK , NUMBER 6' 0 -- (C.O • APPLICATION MUST E3 E: FiLL ED OUT COMPLETELY PLAN'•.CHECK :FEE '' BUILDING SURCHARGE : G` (� ENERGY SURCHARGE OTHER: :. TOTAL 1.t4;;j SITE ADDRESS SUITE # 12400 E. Marginal Way South VALUE OF CONSTRUCTION - $ $1,800,000.00 PROJECT NAME/TENANT Security Pacific Bank - Riverton Operations Center ASSESSOR ACCOUNT # 734060 - 0480 -00 TYPE OF 0 New Building _.3 Additio ❑ Tenant Improvement (commercial) U Demolition (building) WORK: U Rack Storage 0 Reroof 0 Remodel (residential) O Other DESCRIBE WORK TO BE DONE: Single story addition to existing building. BUILDING USE (office, warehouse, etc.) Office /Computer Room /Mechanical Room NATURE OF BUSINESS: Bank Computer Facility WILL THERE BE A CHANGE IN USE? U No U Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: 15,883 Tenant Space: Area of Construction: iso WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? M No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER Security Pacific Bank PHONE (206) 621 -4275 ADDRESS 600 University P.O. Box 3966 Seattle, WA ZIP 98124 CONTRACTOR Lease Crutcher Lewis PHONE (206) 455 -2480 ADDRESS P.O. Box 817 Redmond, WA ZIP 98073 WA. ST. CONTRACTOR'S LICENSE #LEASECL118NB EXP. DATE June 1991 ARCHITECTTh Callison Partnership PHONE (206) 623 -4646 ADDRESS 1420 Fifth Ave. Suite 2400 Seattle, WA ZIP 98101 ;�.M�YGER�'ll= � fTkfA ' �'... �iA .rYE..Ftl�l�i0 .:.::.: .. • : A�VI�..�.Jt�..Jiv :.!� ..: � x ... t , t'I' ... C� > EXl!►M.iN�p . TNI .A�E3�kT.. E :, ,.:.: :... ::..:.11p1y! ::: . : :(�! . l� :: � . �.::. ...... �0 ...... ...... .... ... i' 1�, ..... , .. ............ ;W >::: E ..0 . .;: .:;.; :. .:;;:.::«.>:.::<:.;>:,:::. : ............ ;< >:;;::..:>: <: ; ;::::<: ;:< ;, ;:. ;: ; > <: ; »:::,: BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE /� (/1 DATE / 7/�d PRINT NAME Leonard A. Ruff ' PHONE 206) 623 -4646 ADDRESS 1420 Fifth Ave. Suite 2400 Seattle, WA CITY /ZIP 98101 CONTACT PERSON Leonard A. Ruff PHONE (206) 623 -4646 CITY OF TUKWILA Department of Community Development - Building Division 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 r� .. ,� ue - ;�,.-s+ .:.... 1{� . c.: ,, n : ::t I,. n. , -i. C -- n » -L -. • 1� ,o►-i •v n�u .y.� •' .. ; . .. • - s - . t•-• -• G..i ",. Sub: r}i, ..ut..l. vCi. t L ..• _l,...a vVV. V..:G..,: .n. _ J / ._ . 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 It the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations: The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. if you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433 -1849. DATE APPLICATION ACCEPTED BUILDIh PERMIT APPLICATION DATE APPLICATION EXPIRES FEES (for staff use only) COMMERCIAL Oompd building permit eppcatlon (one tar each StrUCtUN Assessor Account Number "•••••••" d.. bMn permit app "or: ■ Num .0(2..004**P4000;:: which .• , , " RESIDENTIAL 40*.:::.**0*isi;*:.*00*d400 • • • • " • 000l*o.o•::(tos)....44.6.!:# Energy Code aIx (6) utility permit applicatiOn sots of site plant showingi • • 1*illefttpalta plan and utility site plan may ba:ceinbinstki: and checklist for specific sabmhtelaigalratrianta: and soils infotatatfaitMaY • be ssqi*idtta1kue S6EIMITTAL CHECILIST si*Oithiniton...Statal 00 „ f•••0414• Tenant speos plan w • Exit .................. walls, • New " waII Cu sections showIng waft construction end tamed or • con be iequlmd If strUctural wodi Is to be done (2 ee] • I • • •••••••....•:,""." 1 NarratIve descnblng existing root material b&n removed vr to final Inspection and ncount. *tenn1/0001004 #..41!t iChebbb [ CflIs5d building permit application (one for sa ......... eo (2) sets at construction pla •Wh . Work:It:to ee and p1w,. must be POOP fl • . • ••••••••• . . ••••• " bUilell it Assessor AccOUnt ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, SECURITY PACIFIC BANK WA RIVERTON OPERATIONS CENTER COMPUTER CENTER EXPANSION Washington State Energy Code Calculations Submittal The Callison Partnership 1420 Fifth Avenue, Suite 2400, Seattle, WA 98101 Wood /Harbin er Inc. Consultin ' En ' sneers 3025 - 112th Avenue N.E., Suite 200, Bellevue, WA 98004 17 July 1990 FILE COPY I 1 .1r1C4Pr5+ r r t 111.-;4 i∎ ;, 041n (' ' k p'1►`r!1v alt j . irn RIE@EllYgn uu ;JI.2 S 1990 MAHAN & DESALVO, INC. The Callison Partnership 1420 Fifth Avenue Suite 2400 Seattle, WA 98101 Attention: Mr. Leonard Ruff Security Pacific Bank WA Riverton Operations Center Washington State Energy Code Submittal W/H 8979 WOOD :HARBINGER INC. Consulting .; Engine 3025 112th Ave. NE, Suite 200 Bellevue, Washington 98004 (206) 822-9499 FAX 822-4338 The Computer Center Expansion satisfies all requirements of the 1990 Washington State Energy Code for building additions. The attached submittal addresses all concerns in the code with de- tailed calculations or written description: If you have any questions, please call. Very truly yours, WOOD/HARBINGER, INC. Consulting Engineers Mark W. Stavig, P.E. Project Manager MWS /ljh Enclosure Washington State Energy Code Calculations Submittal Member American Consulting Engineers Council Purpose: References: Conclusion: Background: Design Parameters: Provide calculations showing that the Computer Center Expansion to the existing Riverton Operations Center meets or exceeds the 1990 Washington State Energy Code. 1) 1986 Washington State Energy Code, October 23, 1986 Note: According to the Bonneville Power Administration, the 1990 Washington State Energy Code only differs from the 1986 Code because of the addition of residential requirements, commercial requirements did not change. 2) ASHRAE Handbook 1989 Fundamentals, Chapter 22 3) Architectural Plans The Computer Center Expansion design satisfies the Washington State Energy Code. The Computer Center Expansion will increase the existing raised floor computer area and extend the existing process cooling and ventilation systems to serve the additional area. The expansion process computer equipment will be cooled with packaged floor mounted air conditioning units that are served by an existing chilled water system. The chilled water system will be expanded by adding an additional water cooled chiller, cooling tower, pumps and piping. The expansion ventilation and building envelope losses will be cooled by an existing air handlling unit with through ductwork changes only. Summer Winter Outdoor Indoor Design Temp Design Temp 83 °F db 78 °F 67 °F wb 24 °F 70 °F Building Envelope Calculations: The Mechnical Room Expansion is exempt from meeting the Washington State Energy Code because it is heated only to 45 °F and is only ventilated but not cooled. See enclosed calculations for the Computer Center Expansion building envelope. Ventilation: The outside air ventilation delivered into the existing Computer Center and into the Expansion is equal to 1400 cfm minimum. This would provide minimum outside air for 70 people, since the maximum number of people in the space at any one time would be 20, the ventilation from AHU -1 us satisfactory per the Washington State Energy Code. Building Mechanical System Calcualtions: 1) Calculations of Heating and Cooling Loads and System Sizing Limits - Refer to the enclosed load design output for the heating and cooling loads. The loads were determined using the Trane Company's TRACE 600 program. 2) Simultaneous Heating and Cooling- The air handling unit (AHU -1) will be controlled through a Direct Digital Control system that will prevent reheating, recooling, or simultaneous operation of heating and cooling systems. 3) Energy for Air Delivery- Refer to the enclosed calculation sheet page 5. 4) Cooling with Outdoor Air (Economizer Cycle) - The AHU -1 does have an economizer on it and the DDC System will optimize the use of it. 5) Controls - The DDC system will control the entire Mechanical System serving the Computer Center Expansion. 6) Air Handling Duct System Insulation - The supply duct will be lined or insulated to meet the requirements of Table 4 -16. 7) Piping Insulation - All piping will be insulated to meet the requirements of Table 4 -17. 8) Water Heaters, Storage Tanks, Boilers, and Piping - There will be no work installed with respect to this topic. LIGHTING POWER BUDGET: Refer to the enclosed lighting calculations showing that the installation will satisfy therequired values given in Table 4 -18. Job Name ROC Computer Center Expansion Fig. By MWS Ck'd By LMN Job No. 8979 Subject Wash State Energy Code Calcs Date 7 - 17 - 90 Page 1 U -VALUE CALCS FOR WALLS DESCRIPTION: Metal Stud Wall 16" o.c. * - Seattle Energy Code Table 502 and ASHRAE 90.1 require the insulation to be derated 50% because of the metal studs 16" on center and R -11 insulation. Overall U -value = 1/R Overall U -value for this wall: U -VALUE CALCS FOR WINDOWS: U -VALUE CALCS FOR DOORS: Overall U -value = 1/R IC) 1) Outside Air Film (15 mph wind) 2) 6 1/2" Concrete tilt -up 3) 3 1/2" Batt Insulation (R -11) * 4) Metal Stud 5) 5/8" Gyp Board 6) Inside Air Film (still air) R -Total 7.41 0.1351 DESCRIPTION: No windows in the Annex Btu /Hr °F Sq Ft Overall U for this door is: I 0.132 I Btu /Hr F Sq Ft C OMPUTATION SHEET R -Value 0.17 0.50 5.50 Neglect 0.56 0.68 DESCRIPTION: Metal door with fill R -Value le; 1) Outside Air Film 0.17 2) Metal Sheet Neglect 3) Polystyrene (1 3/4 " @ 3.85/ ") 6.74 4) Metal sheet Neglect 5) Inside Air Film 0.68 R -Total 7.59 Job Name ROC Computer Center Expansion Fig. By MWS I Ck'd By LMN Job No. 5979 Subject Wash State Energy Code Calcs Date 7 - 17 - 90 Page 2 NC) WOOD /HARBINGER, INC. Consulting Engineers 3025 - 112th Ave N E, Suite 200, Bellevue, WA 98001-8002 U -VALUE CALCS FOR ROOF: DESCRIPTION: Built up roof R -Total Overall U -value =1 /R Overall U -value for this roof: U- VALUE CALCS FOR SKYLIGHT: 1) Outside Air Film (15 mph wind) 2) Built -up Roofing 3) 1/2" Perlite Board 4) 2 1/2" Polyisocyanurate 5) Metal Decking 6) Inside Air Film (still air) 0.049 DESCRIPTION: No skylights in Annex Btu /Hr F Sq Ft C OMPUTATION SHEET R -Value 0.17 0.33 2.75 16.70 Neglect 0.62 20,57 Job Name ROC Computer Center Expansion Fig. By MWS I Ck'd By LMN Job No. 8979 Subject Wash State Energy Code Calcs Date 7 - 17 - 90 Page 3 NC) WOOD /HARBINGER, INC. Consulting Engineers 3025 - 112th Ave N E, Suite 200, Bellevue, WA 98003 -8002 COMPARISON OF PROPOSED BUILDING TO THE WASHINGTON STATE ENERGY CODE: BUILDING ENVELOPE SUMMARY: BLDG WALLS Walls (Does not incl door or windows) 5,990 28.51% Tot Area 6,032 Doors 42 0.20% Opaque 100% Windows 0 0.00% Glazing 0% Roof (Does not include skylights) 14,980 71.29% Skylights 0 0.00% WASHINGTON STATE ENERGY CODE VALUES: U -VALUE Walls Overall Roof Overall Totals Walls (overall) Roof SUMMARY OF PROPOSED BUILDING U- VALUES: 0.135 Walls 0.135 0.049 Doors 0.132 Windows 0.000 Roof 0.049 Skylights 0.000 The propsed buildings overall U -value is The Proposed Building Design MEETS The Minimum Requirements of the Washington State Energy Code. AREA (SF) TOTAL ENVELOPE 21,012 100.00% 0.250 (Reference Table 4 -3) 0.035 (Reference Table 4 -3) In order to meet the Washington State Energy Code the building overall U -value must be less than I 0.097 0.073 I Job Name ROC Computer Center Expansion Fig. By MWS Ck'd By LMN Job No. 8979 Subject Wash State Energy Code Calcs Date 7 Page 4 : WOOD /HARBINGER, INC. Consulting Engineers 3025 - 112th Ave N E, Suite 200, Bellevue, WA 9800$ -8002 CALCULATION OF PROPOSED BUILDING OVERALL HEAT LOSS: Winter design temperature Interior Temperature Q (Uoverall x Aoverall)delta t + Slab Loss 24 Deg F 70 Deg F Because the slab will be insulated with R -8 per the WSEC, the slab loss will cancel out Proposed building envelope heat loss is I 70,939 I btuh Heat loss allowed by the WSEC ( 93,486 I btuh Heat loss due to ventillation air and infiltration is not considered * (ASHRAE Recommended Outdoor Design Temperatures for Tukwilla, WA 0.5% value) COMPUTATION SHEET Job Name ROC Computer Center Expansion Fig. By MWS I Ck'd By LMN Job No. 8979 Subject Wash State Energy Code Calm Date 7 -17 -90 Page 5 NC) ENERGY FOR AIR DELIVERY: WOOD /HARBINGER, INC. Consulting Engineers 3025 - 112th Ave N E, Suite 200, Bellevue, WA 98001 -8002 Supply Fans, CRU18 through CRU27 and AHU -1 =10 each @ 5 H.P. fan + 7.5 H.P. =57.5 H.P. * 2545 Btuh/H.P. = 146,338 Btuh Return Fans = 0 Btuh ATF =1,310 161 Btuh 146,338 Btuh I ATF =8.95 I In order to meet Washington State Energy Code, the ATF must be equal to or more than The Proposed Building Design MEETS The Minimum Requirements of the Washington State Energy Code. C OMPUTATION SHEET •... ri�mi:+.t natv'ti i�:a_. Trane Air Conditioning Economics By: WOOD- HARBINGER AIRFLOW - ALTERNATIVE 2 AHU -1, COMPUTER CENTER AND EXPANSION - Main - -------------- --- - -- Auxil. Outside Cooling Heating Return Exhaust Supply System System Airflow Airflow Airflow Airflow Airflow Airflow Number Type (Cfm) (Cfm) (Cfm) (Cfm) (Cfm) (Cfm) 1 VTCV 1,400 6,960 6,960 6,960 6,960 0 0 Totals 1,400 6,960 6,960 6,960 6,960 0 0 CAPACITY - ALTERNATIVE 2 AHU -1, COMPUTER CENTER AND EXPANSION Cooling Main Sys. Aux. Sys. Oat. Vent System System Capacity Capacity Capacity Number Type (Tons) (Tons) (Tons) 1 VTCV 17.0 0.0 0.0 17.0 -172, 735 Totals 17.0 0.0 0.0 17.0 - 172,735 ENGINEERING CHECKS - ALTERNATIVE 2 AHU -1, COMPUTER CENTER AND EXPANSION System Main/ Number Auxiliary Percent System Outside Type Air 1 Main VTCV 20.11 SYSTEM SUMMARY (Design Airflow Quantities) Cooling Totals (Tons) SYSTEM SUMMARY ( Design Capacity Quantities) Main Sys. Capacity (Btuh) Aux. Sys. Capacity (Btuh) Room Exhaust Airflow (Cfm) Heating -------------------------------- Preheat Reheat Humidif. Opt. Vent Heating Capacity Capacity Capacity Capacity Totals (Btuh) (Btuh) (Btuh) (Btuh) (Btuh) 0 - 29,588 0 -29,588 ENGINEERING . _7_ 7_7_7_ -7 Cfm/ Sq Ft - Cooling Cfm / So Ft Btuh/ Ton /Ton 5q Ft -- Heating ---- Cfm/ Btun /, Floor Area So Ft Sq Ft Sq Ft 0.22 408.7 1,845.0 6.50 0.22 -5.50 31,421. V 600 PAGE 1 0 0 0 - 172,735 0 0 0 - 172,735 i Trane Air Conditioning Economics By: WOOD- HARBINGER System 1 Peak VTCV * * * * * * * * * * * * * * * * * * ** * * * ** Peaked at Time =_) Outside Air =_> Envelope Loads Skylite Solr Skylite Cond Roof Cond Glass Solar Glass Cond Wall Cond Partition Exposed Floor Infiltration Sub Total ==) Internal Loads Lights People Misc Sub Total =) Ceiling Load Outside Air Sup. Fan Heat Ret. Fan Heat Duct Heat Pkuo DV /UNDR Sizing Exhaust Heat Terminal Bypass Grand Total ==) Soace Sens. +Lat. (Stuh) 0 0 0 0 0 8,420 0 0 0 8,420 75,068 0 0 75,068 97,137 0 COOLING COIL PEAK * * * * *+ * ****' *+ * * ** ** * * * * * * * * * * ** CLG SPACE PEAK + * * ** * * * * * ** HEATING COIL PEAK Mo /Hr: 7/16 * Mo /Hr: 7/17 * Mo /Hr: 13/ 1 OADB /WB /HR: 79/ 63/ 63.0 * OADB: 78 * OADB: 26 * * Ret. Air Net Percnt * Soace Percnt * Space Peak Coil Peak Percnt Latent Total Of Tot * Sensible Of Tot * Soace Sens Tot Sens Of Tot (Btuh) (Btuh) ( %) * (Stun) ( %) * (Btuh) (Btuh) ( %) 0 0.00 * 0 0.00 * 0 0 0.00 0 0.00 * 0 0.00 * 0 0 0.00 95,709 46.83 * 0 0.00 * 0 - 55,224 31.97 0 0.00 * 0 0.00 * 0 0 0.00 0 0.00 * 0 0.00 * 0 0 0.00 9,316 4.56 * 9,732 12.73 * - 26,212 - 39,324 22.77 0 0.00 * 0 0.00 * 0 0 0.00 0 0.00 * 0 0.00 * -1,200 -1,200 0.69 0 0.00 * 0 0.00 * 0 0 0.00 96,605 105,025 51.39 * 9,732 12.73 * - 27,412 - 95,748 55.43 * * 75,068 150,136 73.46 * 75,068 98.16 * 0 0 0.00 0 0.00 * 0 0.00 * 0 0 0.00 0 0 0 0.00 * 0 0.00 * 0 0 0.00 75,068 0 150,136 73.46 * 75,068 98.16 * 0 0 0.00 - 97,137 0 0.00 * 70,637 92.36 * -38,648 0 0.00 0 0 23,182 11.34 * 0 0.00 * 0 - 59,996 34.73 18,807 9.20 * 0.00 * 0 0.00 0 0 0.00 * 0.00 * 0 0.00 0 0 0.00 * 0.00 * 0 0.00 - 78,959 - 78,959 -38.64 * - 78,959 * * * * ** * - 22,963 - 22,963 13.29 - 13,823 0 - 13,823 -6.76 * 0.00 * 5,972 -3.46 0 0 0 0.00 * 0.00 * 0 0.00 * * 101,666 60,714 0 204,369 100.00 * 76,478 100.00 * - 89,023 - 172,735 100.00 Ret. Air Sensible (Btuh) 0 0 95,709 0 0 896 Total Capacity (Tons) Main Clg 17.0 Aux Clg 0.0 Opt Vent 0.0 L Totals 17.0 ----- - - - - -- HEATING COIL SELECTION - - - -- Caoacity Coil Airfl Ent Lvg Type (Mbh) (cfm) Deg F Deg F Vent Main Htg -172.7 6,960 54.1 76.6 infil Aux Htg 0.0 0 0.0 0.0 Supply I Preheat -29.6 6,960 54.1 57.9 Mincfm i. Reheat 0.0 0 0.0 0.0 Return Humidif 0.0 0 0.0 0.0 Exhaust Opt Vent 0.0 0 0.0 0.0 Rm Exh Total -172.7 Auxil Sens Cad. (Mbh) (Mbh) 204.4 193.9 0.0 0.0 0.0 0.0 204.4 - VARIABLE TEMP CONSTANT VOL DOLING COIL SELECTION Coil Airfl Entering_ DB /WB /HR (cfm) Deg F Deg F Grains 6,960 80.0 62.6 58.3 0 0.0 0.0 0.0 0 0.0 0.0 0.0 - AIRFLOWS (cfm) Cooling 1,400 0 6,960 1,044 6,960 1,400 0 0 Leaving DB /WB /HR Deg F Deg F Grains 57.9 52.5 50.9 0.0 0.0 0.0 0.0 0.0 0.0 Heating 1,400 0 6,960 1,044 6,960 1,400 0 0 AREAS V 600 PAGE 2 * * * * * * ** Gross Total Glass (sf) ( %) Floor 31,421 Part 0 ExFlr 560 Roof 31,421 0 0 Wall 8,348 0 0 -- ENGINEERING CHECKS -- -- TEMPERATURES (F)- -- Clg % OA 20.1 Type Clg Htg Clg Cfm /Soft 0.22 SADB 60.4 76.6 Clg Cfm /Ton 408.67 Plenum 80.1 61.1 Clg Soft /Ton 1844.95 Return 80.1 61.1 Clg Stun /Soft 6.50 Ret /OA 80.0 54.1 No. People 0 Runarnd 70.0 65.0 Htg % OA 20.1 Fn MtrTD 0.6 0.0 Htg Cfm /SgFt 0.22 Fn B1dTD 0.5 0.0 Htg Btuh /SaFt -5.50 Fn Frict 1.4 0.0 AHU -1, COMPUTER CENTER AND EXPANSION Peak OA Rm Supp. Time Cond. Dry Dry Room Mo /Hr DB /WB Blb Bulb Number Description (F) (F) (F) 1 171 OLD COMP RM 7/16 79 63 2 172 NETWORK CNTR 7/16 79 63 3 174 TAPE LIBRARY 7/16 79 63 4 175 VOICE PROCES 7/16 79 63 5 171E DATA PROCES 7/16 79 63 6 NEW COMP ROOM 7/17 78 61 Zone 1 Total /Ave. 79 63 Zone 1 Block 7/17 78 61 System 1 Total /Ave. 78 61 System 1 Block 7/17 78 61 MAIN SYSTEM HEATING - ALTERNATIVE 2 AHU -1, COMPUTER CENTER AND EXPANSION Room Number Floor Area Description (Sq Ft) 1 171 OLD COMP RM 10,601 2 172 NETWORK CNTR 2,748 3 174 TAPE LIBRARY 1,540 4 175 VOICE PROCES 732 5 171F DATA PROCES 820 6 NEW COMP ROOM 14,980 Zone 1 Total /Ave. 31,421 Zone 1 Block 31,421 System 1 Total /Ave. 31,421 System 1 Block 31,421 70 72 72 72 72 70 70 70 70 70 60.4 60.4 60.4 60.4 60.4 60.4 60.4 60.4 60.4 60.4 13/ 1 26 23 13/ 1 26 23 13/ 1 26 23 13/ 1 26 23 13/ 1 26 23 13/ 1 26 23 26 23 13/ 1 26 23 26 23 13/ 1 26 23 PEAK COOLING LOADS (Main System) Space Soace Space Air Sens. Flow Load (Cfm) (Btuh) 2,380 725 255 210 140 3,250 6,960 6,960 6,960 6,960 ____---- ----- Soace Peak OA Rm Supo. Space Space Time Cond. Dry Dry Air Sens. Mo /Hr DB /WB Blb bulb Flow Load (F) (F) (F) (Cfm) (Btuh) 65 65 65 65 65 65 65 65 65 65 76.6 76.6 76.6 76.6 76.6 76.6 76.6 76.6 76.6 76.6 2,380 725 255 210 140 3,250 6,960 6,960 6,960 6,960 Space Peak GA Rm Sum. Lat. Time. Cond. Dry Dry Load Mo /Hr DB /WB Blb Bulb (Btuh) (F) (F) (F) 25,152 0 7/16 9,255 0 7/14 3,255 0 7/14 2,681 0 7/14 1,787 0 7/14 34,347 0 7/16 76,478 0 76,630 0 7/16 76,478 0 76,630 0 7/16 - 30,442 -9,273 -3,262 -2,686 -1,791 - 41,570 -89,023 - 89,023 -89, 023 - 89,023 79 63 70 60.4 79 65 72 60.4 79 65 72 60.4 79 65 72 60.4 79 65 72 60.4 79 63 70 60.4 79 63 70 60.4 79 63 70 60.4 79 63 70 60.4 79 63 70 60.4 Peak OR Rm. Time Cond. Dry Mo /Hr DB /WB Blb (F) (F) 13/ 1 26 23 65 13/ 1 26 23 65 13/ 1 26 23 65 13/ 1 26 23 65 13/ 1 26 23 65 13/ 1 26 23 65 26 23 65 13/ 1 26 .23 65 26 23 65 13/ 1 26 23 65 Coil Coil Air Flow (Cfm) 2,380 725 255 210 140 3,250 6,960 6,960 6,960 6,960 Coil Supo. Dry Bulb (F) 76.6 76.6 76.6 76.6 76.6 76.6 76.6 76.6 76.6 76.6 Coil Sens. Load (Btuh) 65,553 19,929 8,965 5,617 4,826 88,999 193,889 196,962 193,889 196,962 PEAK HEATING LOADS--------------------------------------- (Main System) Coil Air Flow (Cfm) 2,380 725 255 210 140 3,250 6,960 6,960 6,960 6,960 V 600 PAGE 3 Coil Lat. Load (Btuh) 944 4,971 1,147 765 765 1,889 10,480 6,611 10,480 6,611 Coil Sens. Load (Btuh) - 48,312 -32, 432 -8, 980 -6,669 -5,475 - 70,868 - 172,735 -172,735 - 172,735 - 172,735 Job Name ROC Computer Center Expansion Fig. By JCT I Ck'd By JCT Job No. 8979 Subject Wash State Energy Code Calcs Date 7 - 17 - 90 Page 1 '' NC) LIGHTING 1. Interior Lighting Power Budget from Table 4 -18 is 1.7 watts /square foot. 2. Total building area of the addition is 15883 square feet 3. Total Interior Lighting Power Budget is 1.7 w /sq ft x 15883 sq ft = 27,001.1 watts. 4. Loads by fixture types: Type Quantity Watts /Fixture Total RF -3 172 124.0 21,328.0 SF -2 13 77.0 1,001.0 5. Watts per square foot = 22.328 = 1.406 watts /square foot 15,883 6. Design complies with requirements. WOOD /HARBINGER, INC. Consulting Engineers 3025 - 112th Ave N E, Suite 200, Bellevue, WA 98003 -8002 22,328.0 watts C OMPUTATION SHEET [ • E ) C II ih 1 I • SI •••• T 8o Zo I I ! \ \ \\\\\ \ \\\\\\ \ v \ % \ % \\.\\\„ I ROOM RAN • RIVERTON OPERATIONS CENTER 1. FILE COPY t and rstArri JUL WEEKIVEn 2 5 1990 MAHAN & DESALVO, INC. REPORT OF GEOTECHNICAL INVESTIGATION PROPOSED COMPUTER WING ANNEX RIVERTON OPERATIONS CENTER TUKWILA, WASHINGTON for the SECURITY PACIFIC BANK WASHINGTON 3303 -041 -016 October 10, 1989 DAMES & MOORE RECEIVED OCT 1 3 1969 REAL ESTATE MANAGEMENT NW 4 Qh-3 1k DAME AMES . :MOORE:: I'RUFESSIUN.1L LIMITED PARTNERSHIP 50) MARKET PLACE T(ZWEia. 2C7° ti;: .+`;: •t' .. 'E'' �CE. X` .�i{!i �'iTC. 'H t. 12C 72" 0744 October 10, 1989 Security Pacific Bank Washington P.O. Box 3966 Seattle, Washington 98124 -3966 Attention: Mr. David E. McDonald Dear Mr. McDonald: We submit herewith six copies of our. "Report of Geotechnical Investigation, Proposed Computer Wing Annex; Riverton Operations Center, Tukwila, Washington." The scope of our services were developed in our discussions and confirmed by your letter and authorization on September 12, 1989. We thank you for the opportunity to be of service on this project. Please contact us if questions arise regarding the contents of the report, or if additional assistance is required. OFFICES WORLDWIDE Yours very truly, DAMES & MOORE oseph Lamont Jr., P.E. Senior Partner (Ltd.) REPORT OF GEOTECHNICAL INVESTIGATION PROPOSED COMPUTER WING ANNEX RIVERTON OPERATIONS CENTER TUKWILA, WASHINGTON for the SECURITY PACIFIC BANK WASHINGTON INTRODUCTION We present in this report the results of our geotechnical investigation for the proposed Computer Wing Annex at the Riverton Operations Center in Tukwila, Washington. The annex will consist of two building additions located at the west end of the existing structure as shown on the Site Plan, Plate 1. A geotechnical investigation for the existing buildings on the site was conducted by Dames & Moore in 1985. The results of that investigation and the foundation recommendations for those structures were presented in our report of April 29, 1985 and in two subsequent supplements issued on May 30 and July 29, 1985. PROPOSED CONSTRUCTION We understand that the proposed annex will be a one -story structure approximately 13,000 square feet in area and an additional one -story mechanical equipment area of approximately 1,100 square feet. The larger unit will be constructed with steel columns and tilt -up precast concrete walls. Column loads for both structures are expected to be less than 100 kips and floor loads are expected to be less than 100 pounds per square foot (psf). The finished floor elevation will be at approximately the existing ground level and will match the floor level in the existing computer building. DAMES. & N1OORE SCOPE The scope of our services for this investigation includes the following elements: 1. Explore soil and ground -water conditions at the site by drilling two borings, each to a depth of approximately 31 feet. 2. Conduct laboratory tests as required to classify the soils encountered and to evaluate their pertinent engineering characteristics. 3. Conduct engineering analyses to develop foundation design and construction recommendations. 4. Prepare a written report presenting our findings and recommendations. SITE CONDITIONS The ground surface at the site of the annex is relatively flat at about Elevation 24 to 25. The site is now an asphalt surfaced parking area. Subsurface conditions were investigated by drilling two borings at the locations shown on Plate 1. The borings were designated as B -12 and B -13 to continue the numerical sequence with borings drilled at this site during our 1985 investigation. A detailed description of the field investigation and the logs of borings are presented in the Appendix. Soil encountered in both borings consisted of brown or gray silty sand and gravel that is typically in a dense to very dense condition. The soil appears to be similar in character to a glacial till. The fines content varied randomly, resulting in some zones of relatively clean sand and some pockets of clayey silt or sandy silt. Boring B -13 encountered refusal on a cobble or boulder at a depth of 17.5 feet. The borehole was successfully redrilled to the planned 30 feet depth after moving 5 feet away from the original boring location. Similar soil conditions were encountered in the previous borings drilled at this site. These soils are typically characterized by high strength and low compressibility. We understand that a quarry was previously operated at the site. A significant portion of the soils encountered may be fill that was placed in reclamation of the quarry area. Ground water was encountered six to seven feet below the ground surface during or shortly after completion of drilling. These water levels may not represent stabilized conditions, and are likely to be somewhat lower than the static water table. Water level measurements made one week after the completion of the borings drilled in April of 1985 showed ground water at about three feet beneath the ground surface. The 1985 water levels appear to be representative of ground -water conditions during the wetter season. 2 DAMES & MOORE FOUNDATION SUPPORT We recommend that the structure be supported on individual spread footings or continuous wall footings founded in the silty sand and gravel encountered at shallow depths in the planned building area. The footings may be designed for an allowable bearing capacity of 3,000 pounds per square foot. This value may be increased by one third for transient loads from wind or earthquakes. All footings should be at least 2 feet wide and founded at least 18 inches below the lowest adjacent ground surface. Footings should be constructed in accordance with measures discussed in the "Construction Considerations" section of this report. We estimate that total and differential settlements for footings designed as recommended herein will be approximately 1/4 inch or less. Most of the settlement will occur as load is applied during the construction process. We do not anticipate any long -term settlements. FLOOR SLAB Floor slabs may be constructed on grade in the silty sand and gravel encountered at shallow depths in the building area. We recommend that the slab be underlain by a four - inch layer of clean sand and gravel or crushed rock to provide a uniform bearing surface and serve as a capillary break. Floor slab settlement should be negligible for loads anticipated. The slab should be constructed in accordance with measures discussed in the "Construction Considerations" section of this report. CONSTRUCTION CONSIDERATIONS CONCLUSIONS AND RECOMMENDATIONS We recommend that footing subgrades be inspected by a representative of Dames & Moore prior to the pouring of concrete. Any soft, wet or otherwise unsuitable zones within the footing subgrades should be removed and replaced with well graded, clear granular soil compacted to at least 95 percent of the maximum dry density based on the ASTM D -1557 test procedure. We recommend that the floor slab subgrade be thoroughly proofrolled prior to the placement of the clean granular base course. Any soft, wet or otherwise unsuitable zones within the subgrade should be removed and replaced with well graded granular soil compacted to at least 95 percent of the maximum dry density based on the ASTM D -1557 test procedure. 3 DAMES Sc MOORE For planning purposes, excavations deeper than three or four feet should be expected to encounter groundwater. Control of the ground water may be accomplished by pumping from sumps within the excavation. The significant silt content of the near- surface soils will likely make these soils sensitive to moisture conditions during construction. Footing and floor slab subgrades should be protected from disturbance during wet weather. Protective measures might include placement of a working mat of four inches of crushed rock or similar clean granular material over the floor subgrade and a thin pour of lean concrete in the bottom of footing excavations. Construction equipment should be kept off the subgrade soils during wet weather. Respectfully submitted, DAMES & MOORE " Joseph Lamont Jr., P.E. Senior Partner (Ltd.) W. Martin McCabe, P,E, Project Engineer ;o z 0 122954 Legend B--2 Boring Location and Number From 7-29-85 Dames & Moore Report B -12 Boring Location and Number for this Investigation 0 100 200 Scale in Feet N South 124th Street i i ■ B -12 B -1 B -13 B -2 .43 Parking Existing Building Proposed B -6 - -- Computer Wing Annex Parking Existir Buildir Street Plate 1 Site Plan Security Pacific Bank Tlikwilla, WA Dames & Moore _ atan.WZ'o • APPENDIX FIELD EXPLORATIONS AND LABORATORY TESTS FIELD EXPLORATIONS The subsurface and ground -water conditions at the site were investigated by drilling two exploratory borings at the locations shown on Plate I using a truck - mounted hollow -stem auger. The borings were designated as B -12 and B -13 to continue the numerical sequence with borings drilled at this site during our 1985 investigation. Both borings were drilled to depths of approximately 31 feet, then backfilled with a mixture of bentonite and cement. The field explorations were coordinated by a Dames & Moore representative who located the borings, classified the materials encountered, maintained a log of each boring, and obtained samples of the soils for visual examination and laboratory testing. Graphical representation of the soils penetrated by the borings are presented on the Log of Borings, Plates A -1 and A -2. The soils have been classified in general accordance with the Unified Soil Classification System described on Plate A -3. Soil samples were obtained from the borings using a Dames & Moore Type U Sampler, which is illustrated on page A -2. The sampler was advanced with a downhole hammer weighing 300 pounds and having a free fall of 30 inches. The number of blows required to drive the sampler for the final foot of penetration or as otherwise indicated are shown above the sample notations on the boring logs. The ground -water level recorded during or immediately after drilling is shown on the boring logs. Moisture content and density tests were conducted to assist with soil classification and to provide a correlation with soils encountered during the 1985 investigation. The results of these tests are shown on Plate A -1. Since there was good correlation with conditions encountered in our 1985 investigation, strength data from that investigation were used in our analyses. • Dav MICHAWiW IN6 COUPLING GATIK OUTLETS NO�T PON p HIS MINING TOOL HIOPSINI GAM IT HISAO NOTII •NIAO IKTINIION' CAN /I INTPOOUCIO B(T11UN •NEA0' AND *SPLIT SARRIL SPLIT RAIRIL (TO P CORI Ov.L SIT A -2 CHICK VALVES VAL VI CAOI COME.RITAINER RINGS I1.us' 0.0. IT I' LONG) CORE.IETAINING DEVICE RETAINS@ RING SWAMP PLATES IINTINCHAN AIM OTNTI TYPES) SOIL SAMPLER TYPE U FOR SOILS DIFFICULT TO RETAIN IN SAMPLER SPLIT BARREL LOCKING RING SPLIT PIRRULE THIN.WALL CO SAMPLING TUBE IINTIRCI ANGI AIL( I. ALTERNATE ATTACHMENTS CORE.RITAIMING DEVICE • • Depth in Feet 0— 5 --- 17.SX -111 10 10.5X -128 15-- 10.7X -§0 20-- 25-- 30 35 Sample ESymbo 1 38 a 40 50 OM 50 1' N 50 50 Vertical Scales 1 inch s 5 feet Boring B -12 Job No. 03303- 041 -016 Elevation 23.8 4. G Gray silty fine to medium sand with some gravel (medium dense to very dense) Pocket of wet clay Boring 8 -12 completed at a depth of 31 feet on 8- 19 -89. Groundwater encountered at about 7 feat during drilling. Depth Sample in Feet r 5-- Q — 10 -- 11.4X -118 15-- 15.5X-t23 20 25-- 30— 35-- 50 50 a 50 >S' a 50 a 54 a Log of Borings Boring 8 -13 Elevation 25 qp Brown and gray fine to medium S M qp sand with some fine grave] and trace of silt (very dense) (dry) qm Gray clayey silty fine sand G M with some fine gravel (very dense) ssP Gray Fine to medium sand with trace of coarse sand and trace of gravel (very dense) Encountered refusal on boulder at 17.5 feet. moved hole 5 feet north. am Gray silty fine sand with GM some gravel (very dense) ML Gray fine to medium sand and clayey silt with some fine gravel (very dense) Boring -13 completed at a depth of 31.5 feet on 9- 19 -89. Groundwater measured at 6 feet at completion of drilling. Domes 8 Moors Plate A -1 d Job No. 03303 - 041 -.016 KEY: 46.52 -72 Inatcates moisture content and dry density to pcf Blows required to drive Domes 8 Moore sampler I one foot with hammer weight of 300 lb and 30 Inch drop. 38 MI . Inatcates aeptn at 'mien undisturbed Domes & Moore sample was extracted Indicates aepth at wnicn disturbed Dames B Moore sample was extracted NOTES: The discussion in the te>;t'of this report is,necessory for '.a proper ., understanding of the nature of.tne subsurface.matertals. Ground surface elevations obtained verbally from Security Pacific Bank of Washington representative. Log of Borings Domes 8 Moore Plato A- 2 MAJOR DIVISIONS GRAPHIC SYMBOL LETTER SYMBOL TYPICAL DESCRIPTIONS COARSE SOILS MORE THAN 50'1• OF MATERIAL IS L ARGER THAN NO. GRAVEL AND GRAVELLY SOILS AFORE THAN 50% OF COARSE FRAC. TION RETAINED CLEAN GRAVELS ILIrTLE OR NO FINES) •• . 91 r • is • 4 : • f • • • . GW WELL•GRADED GRAVELS. GRAVE: SAND MIXTURES, LITTLE OR NO FINES 4,-41... •••;• "; x ••f " ' 0 " . „� •• GP POORLY•GRADEDGRAVELS. CR•VEL•SANO MIXTURES. LITTLE OR NO F INES GRAVELS WITH FINES )APPRECIABLE AMOUNT OF FINES) I II 1 GM SILTY GRAVELS GAAVELSAND SILT MIXTURES J / 4 CC CLAYEY GRAV E:S. GRAVEL SAND CLAY MIXTURES ON N .4 SI V SAND AND SANDY SOILS MORE THAN 50% OP COARSE FRAC. TION PASSING CLEAN SAND (LITTLE OR NO FINES) • • ••• • • �•• ••�l .• 6 0 • • • • • • . • • SW WELL•GRAOEO SANDS. GRAVELLY SANDS, LITTLE OR NO FINES �•�'''” SP —. POORLY•GRADEPSANDS GRAVEL LY SANDS. LITTLE OR NO FINES SANDS WITH PINES )APPRECIABLE AMOUNT OF PINES) SM SILTY SANDS, SAND•SILT MIXTURES SIEVE SIZE / i SC CLAYEY SANDS, SANO•CLAY MIXTURES NO. 1 V FINE ORAINID SOILS MORE THAN 50* OF MATERIAL IS MAjL_�a THAN NO. SIZE SILTS AND LIQUID LIMIT CLAYS THAN SO I I I I I i i i l l ( ( i(!!; I III 4� I I I I ML INORGANIC SILTS AND VERY FINE SANDS, POCK F LOUR SILTY OR CL FINE SANDS OR CLAYEY SILTS WITH SLIGHT PLASTICITY / j /<///: CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, GRAVELLY CLAYS. SANDY CLAYS SILTY CLAYS, LEAN CLAYS I I I I I I I I 1 1 ; I I II OL ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW PLASTICITY SILTS AND LIQUID LIMIT CLAYS GREATER THAN 50 MH INORGANIC SILTS, MICACEOUS OR DIATOMACEOUS FINE SAND OR SILTY SOILS CH INORGANIC CLAYS OF NIGH PLASTICITY, FAT CLAYS rrrrrrr rrrrrrr rrrrrrr rrrrrr OH HIGH A PLASTICITY. ORGANIC SIL S HIGHLY ORGANIC SOILS PT FAT, HUMUS SWAMP H ORGANIC CONTENTS SOILS WITS • • NOTE DUAL SYMBOLS ARE USED TO INDICATE BORDERLINE SOIL CLASSIFICATIONS UNIFIED SOIL CLASSIFICATION SYSTEM Dames i Moore PLATE A - • MCV EIY: XENUX rELECUF I R 7010 ;10- 3 -90 11: 00PM : 206 623 4625 4 10 /.03 /.!)0 11:04 FAX 206 623 4625 CALLISON PTNRSHP 44 4 -► ABKJ Gentlemen: 4ft DAMES & MO ORE A PROFESSIONAL LIMITED PARTNERSICP 500 MARKET PLACE TOWER 2025 FIRST AVENUE, SEATTLE, WASHINGTON 98121 (206) 728.0744 • Security Pacific Bank of Washington P.O. Box 3966 Seattle, Washington 98124 -3966 Attention: Mr. David E. McDonald Senior Architect N06 -2 Supplemental Geotechnical Consultation Proposed Expansion Riverton Operations Center Tukwitla. Ashinattn__ We present in this letter our recommendations concerning augercast pile foundations in an area near the southwest corner of the proposed building expansion. Dames & Moore conducted a geotechnical investigation for the Riverton Operations Center Expansion, the results of which were submitted in a report dated October 10, 1989. Dames & Moore also conducted a previous geotechnical investigation for the Riverton Operations Center, the results of which are presented in a report dated April 29, 1985. Information from these previous investigations was used in our analysis of augercast pile foundations in this area of special interest. AU other areas of the building structure will be supported on shallow footings. We understand that underground fuel storage tanks exist near the southwest corner of the expansion area and that an alternate means of support is required to avoid imposing additional stress on the tanks. We further understand that the maximum exterior column loads at these locations will range from 90 to 100 kips. Based on our prior geotechnical investigations, the subsurface soils in the vicinity of the southwest corner of the proposed addition consist of dense to very dense silty fine sand. We anticipate that tank bedding, consisting of pea gravel or other granular soils, may extend into the footprint of the proposed expansion. FILE COPY unrlOr^•t''n'4 ' ... , •. August 31, 1990 OCT 0 91990 2062658204;##'2 0002/004 RCV HY:xEROX TELECOPIER 7010 ;10- 3 -90 11:01AM ; 206 523 46254 .0 /.02490 11:05 FAX 206 623 4825 CALLISON PTNRSHP 444 ABKJ D DS & MOORE A PROFESSIONAL Lm it7ED PARTNERSHIP Security Pacific Bank of Washington August 31, 1990 Page 2 Based on the subsurface conditions encountered previously, we conclude that column loads of 90 to 100 kips may be adequately supported on 16-inch augercast piles extending at least 20 feet beneath existing grades. Due to the presence of possible pea gravel tank backfill in the southwest corner of the building addition, we understand that consideration is being given to offsetting the piles from the exterior column line. The augercast concrete piles may be designed for an allowable compressive capacity of 100 kips. This value includes a factor of safety of 2. This capacity may be increased by one - third for temporary seismic and wind loads. Augercast piles should be appropriately reinforced. Structural characteristics of the pile material and foundation connections may impose more stringent limitations than the. values given here and should be evaluated by the structural engineer. Augercast concrete piles should be installed by an experienced contractor to the recommended penetrations using a continuous flight anger. Concrete grout must be pumped continuously during withdrawal of the auger. The rate of auger withdrawal should not exceed about 7 to 9 feet per minute. The pressures at the grout pump should be in the range of 150 to 250 pounds per square inch (psi) depending on the length of the feeder hose. Piles designed in accordance with the above recommendations are expected to experience total settlements of less than 1/4 inch. The installation of augercast piles should be monitored by the geotechnical engineer to assure that the above penetration and installation criteria are achieved. a -004 -C 7- 016\$ECURIty.LTA 2062858204:4 3 e003/004 ,10%p3 ,490 1x:05 FAX 206 623 4625 CALLISON PTNRSHP -i - mil ABKJ D AMES ` & MOORE A PROFESSIONAL LIMITED MitTN Security Pacific Bank of Washington August 31, 1990 Page 3 We appreciate the opportunity to be of continued service on this project. Please contact us if you have further questions or if we may provide additional assistance. Q004/004 •'ILE Cor` I understand that the Pia "r h Ct 10 errors and on ()Mine F REMOVED 1990 MAHAN & DESALVO, INC. ri Jki . � y 490 MAHAN & DESALVO, INC. E A ESALVO, INC. Set RIVERTON OPERATIONS CENTER Computer Center Expansion TUKWILA, WASHINGTON Callison Architecture Programming Planning Interior Design Graphics 1420 Fifth Avenue Suite 2400 Seattle, Washington 98101 206/623 -4646 The Olken Partnership, Ltd., A Corporation 950 Sixth Avenue Suite 200 San Diego, California 92101 619/232 -3233 Outline Specifications a v :. JUL :2 5. 1!90; • permit. Application Riverton Operations Center Computer Center Expansion Tukwila, Washington DIVISION 1 - GENERAL REQUIREMENTSxs SECTION 01005: Administrative Provisions A. Contractor use of premises limited to construction operations. B. Field engineering responsibility . oi' Contractor. C Reference Standards: Latest edition unless otherwise noted. D. Regulatory Requirements: Include provisions of 1. Uniform Building Code (as amended by the City of Tukwila). 2. Uniform Fire Code. 3. National Electrical Code. 4. Uniform Mechanical Code. 5. Uniform Plumbing Code. 6. City of Tukwila Fire Department Regulations. 7. Occupational Safety and Health Administration. 8. City of Tukwila Zoning Code. 9. City of Tukwila bonding requirements. 10. Life Safety Code (NFPA #101). 11. "Washington State Rules and Regulations Setting Barrier -free Design Standards," WAC 51 -10, 87 -4. SECTION 01010: Summary of Work A. Definitions. 1. Phase: Division of the work of the project contractually independent from, but sequential with other phases. 2. Package: Division of a phase into a distinct unit of work under a specific subcontract, or under a specific time or sequence requirement. B. Location: 12400 East Marginal Way South Seattle, Washington 98124 C Description: Approximatelys 14,976 sq. ft. computer room addition with raised access floor and 906 sq. ft. mechanical room expansion with attendant equipment relocation. Construction systems include, auger cast piles and grade beam foundation, slab -on- grade, tilt -up concrete walls, bar joists and metal deck roof with 4 -ply built -up roof membrane, interior electrical and mechanical work, finishes, sitework and landscaping. D. Contract Method: Lump sum. SECTION 01025: Measurement and Payment A. Monthly submittals, form as required by the Owner; substantiating data. B. Due dates as defined in the Agreement. SECTION 01026: Unit Prices A. Piles: Per foot of length or per cubic foot of material required, depending on pile type and size range selected. SECTION 01028: Change Order Procedures A.. Proposal Requests: AIA G709. B; Construction . Change: Authorization: • ALA 071'3. C. Architect's Supplemental 'Instructions: • AIA G710. D. • Change Order: AIA A701. 'SECTION 01030: Alternates • A. To be specified; as selected by the Owner. Division 1 - General Requirements Page 1 Page 1 Riverton Operations Center Computer Center Expansion Tukwila, Washington SECTION 01400: Quality Control A, Work to be verified by independent include: 1. Soil bearing and compaction. 2. Concrete samples, slump, and reinforcement. 3. Inspection and non- destructive 4. Monitoring of excavations . 5. Monitoring of settlement resu 6. Drainage. 7. Piles. 8. Observation of waterproofing 9. Painting. 10. HVAC systems. B. Contractor to provide Specification. Division 1 - General Requirements Page 2 SECTION 01040: Coordination A. Coordinate interdependent phases and components of the work. SECTION 01200: Project Meetings A. Contractor to schedule and administer semi - monthly progress meetings. SECTION 01300: Submittals A. Submit initial progress schedule and Schedule of Values. B. Review and stamp submittals prior to transmittal to Architect. C Transmit submittals under AIA G810. D. Identify each submittal. E. Submittal requirements defined in individual Sections; quantities and format as follows, unless otherwise required. 1. Shop Drawings: One reproducible (transparency, if larger than 11x17) and one copy. 2. Product Data: Four copies. 3. Samples: Three of each, more if required to represent range ,of appearance or other qualities; one each of manufacturer's entire line where submittal is required for color or pattern selection. 4. Maintenance instructions. SECTION 01380: Photographs During Construction A. Monthly progress photographs including each elevation from fixed vantage points at grade level, and from intermediate level, as feasible. B. Six 8x10 color prints of each shot. Owner- retained testing laboratory, to cylinders; inspection and testing o testing of steel and welding. Iting from dewatering. and roofing procedures. additional testing where required by authorities or Riverton Operations Center Computer Center Expansion Tukwila, Washington Division 1 - General Requirements Page 3 SECTION 01500: Temporary Facilities A. Electricity, water, and sanitary facilities to be provided by the Contractor. B. Coordinate with serving utilities and governing authorities: C. Ten ft• high construction fence as • required around . staging and storage areas. D. Barriers and barricades to protect public safety. E. Field office: Storage facilities for construction and record documents, meeting room for 12 persons, communications equipment (telephone and facsimile). F. Maintain safe and legal access to site and adjacent areas. G. Parking on site at Contractor's convenience within project limit lines; coordinate with Owner for parking. SECTION 01560: Environmental Controls A. Control sediment in runoff water; comply with City of Tukwila requirements. B. Limit noise as follows: 1. Comply with Dept. of Planning and Community Development requirements (including conclusions of DEIS). 2. Limit idling time to five minutes maximum on all internal combustion engine powered equipment (excluding cranes). 3. Minimize exhaust and airborne dust and fumes. C Monitor pollutants under requirements of [Seattle King County Health Department, Department of Ecology], and other jurisdictional authorities. D. Sampling of excavations for existing hazardous materials. E. Testing of groundwater. SECTION 01600: Material and Equipment A. All new, unless otherwise specified. B. Schedule ordering and substitution requests to facilitate compliance with construction schedule. C Install in accordance with manufacturer's instructions, unless otherwise specified. D. Transport and store to preclude damage. E. Furnish named product, or submit request for approval of substitution to the Architect. SECTION 01700: Contract Closeout A. Submit notice of substantial completion, including certification of compliance with requirements of the Contract Documents, prior to scheduled time of completion of each subphase of the work. B. Architect will inspect work and prepare list of items to be corrected. C Make final corrections, as directed. D. Submit all warranties and guarantees in specified format. E. Submit sepia record drawings with corrections made in a neat and legible manner. Cross reference all shop drawings. F. Furnish four copies of required operations and maintenance manuals in bound sets. G.. • • • Perform final cleaning., • . . H.' • Submit ,all keys and obtaih 'receipt'. . • I. • Submit final application for payment. Page 3 Riverton Operations Center Computer Center Expansion Tukwila, Washington DIVISION 2 - SITEWORK SECTION 02110: Site Clearing ' A.' Strip ground covers and topsoil. B. Stockpile topsoil. C Protect trees and vegetation not scheduled to be removed. Division 2 - Site Work Page 1 SECTION '02072: Demolition For Remodeling A. Demolition as required to perform the 'remodeling. indicated. B. Remove demolished materials from site. No burning or burying on site will be allowed. C Protect items and finishes not scheduled to be altered. D. Provide weatherproof and dustproof enclosure of openings as required. E. Note: Demolition of retaining wall and trench excavation occur adjacent to existing operating fuel tanks. Contractor shall submit a detailed plan of operations indicating methods of excavation and demolition, testing and monitoring procedures and an emergency response plan in the event of damage to the tanks. SECTION 02200: Earthwork A. Geotechnical Engineering Design Study (Soils Report) is available. B. Excavation and backfill shall be in accordance with the Soils Report. G Contractor shall be responsible for design and erection of shoring, soldier piles, lagging, tiebacks. Protect adjacent structures from movement. D. Testing and monitoring shall be paid by the Owner. SECTION 02350: Piles A. Augercast piles. F. Pile design and bid length shall be developed in accordance with Soils Report. G. Submit with Base Bid, Unit Prices per linear foot, for adding additional pile length and for deleting excess pile length. Unit prices shall include materials, labor, overhead and profit for piles in place, SECTION 02513: Asphalt Concrete Paving A. City of Tukwila Engineering Department standards for patching and connections to public roads. B. Asphalt Paving Association of Washington Designs and Specifications: sections to be designed based on Geotechnical Engineer's recommendations. G Granular base course. D. Asphalt treated base at Contractor's option. E. Asphalt concrete pavement - Class B mix. F.' Traffic • line 'marking paint. G. Install precast concrete parking bumpers . Page - 1 Riverton Operations Center Computer Center Expansion Tukwila, Washington SECTION 02600: Piped utilities A. Water and gas. B. Hydrants. G Water distribution per requirements of the governing authority. D. Water Piping: Reinforced cement; cast iron. E. Gate valves. Master metering. SECTION 02710: Subdrainage System A. Foundation and underslab drainage system. B. Mirafi 6000 fabric drainage /protection course. G Perforated drain tile, conduction to drainage structure. SECTION 02730: Sanitary Sewage Systems A. Soil piping and distribution system. B. Pump (if necessary). C Piping: PVC, cast iron, or vitrified clay. 1. Cast iron within structures. D. Precast concrete manholes and cleanouts. Division 2 - Site Work Page 2 SECTION 02514: Portland Cement Concrete Paving A. Coordinate with landscaping and civil work for interface and gravel paths. B. Concrete curbs, walks, handicap ramps, gutters, drives and loading areas. G City of Tukwila. Engineering Department standards for work on public property.• • • D. Match existing finish, joint detailing and construction. E. Medium broom finish perpendicular to direction of traffic typical, except as otherwise noted; tooled edges and borders. SECTION 02720: Storm Sewage Systems A. Sump pumps. B. Catch Basins: Concrete; cleanouts per City of Tukwila standards. G Trench drains: Cast iron, less frame and grate (Section 10999)Drainage pipe. D. Oil Silt Separators: To meet applicable water quality standards. E. Manholes and Covers: Per City of Tukwila standards. F. Landscape Drainage: Styrene pipe; 2000# crush. G. Spee -D basins in planting areas. H. Square metal drain grates in courtyard and patio paving areas.. SECTION 02840: Walk, Road, and Parking Appurtenances . A. Coordinate with Electrical work and City of Tukwila for traffic signal work. • . . B. Bicycle racks., • G.. Culvert pipe underpass. D. Guardrail. E. Parking control signage. F: ' Traffic signals • ' ' Page - 2 Division 2 Site Work Page 3 Riverton Operations Center Computer Center Expansion Tukwila, Washington SECTION 02900: Landscaping A. Soil Materials and Preparation for Specific Subareas Including Incorporated Amendments and Fine Grading: B. • Plant Materials and Schedules, as indicated on Landscape drawings,including: 1. American Nurseryman's Association standards on plant size, health and general condition. 2. Digging Transportation, and storage standards. 3. Quality standards for specimen plants, container plants, and aquatic plants, including inspection criteria. C D. E. F. G. H. I. Drainage mat. Planting fertilizers. Mulch. Wrapping, staking, and Pruning. Grass Seeding: Clean -up and warranty guying materials. acceptance. SECTION 02970: Warranty Maintenance A. For 90 days from acceptance of each. subphase. 1. Weeding. 2. Watering. 3. Pruning. 4. Fertilization. 5.. Grass cutting. 6. Plant replacement. Final. acceptance. Coordination with maintenance Riverton Operations Center Computer Center Expansion Tukwila, Washington DIVISION 3 - CONCRETE SECTION 03100: Concrete Formwork A. Contractor shall be responsible for design and ' construction, in accordance with ACI, 347. B. Smooth forms for all Architectural Concrete. 1. Plywood, metal, or plastic. C Furnish waterstops, expansion joint filler, vapor barrier and other accessories required to complete the work. 1. Waterstop at slab /wall joints below grade shall be Volclay bentonite strip waterstop. SECTION 03200: Concrete Reinforcement A. Reinforcing Bars: ASTM A615, Grades 40 and 60. B. Welded Wire Fabric: ASTM A185. SECTION 03300: Cast -in -Place Structural Concrete A. All concrete work in accordance with ACI standards. B. Pile caps, walls, and slabs on grade. C Portland cement: ASTM C150 standard. D. Slab -on -grade finishing tolerance: Class "B ", flat to 1/4" in 10 ". E. Curing and sealing compound: ASTM C309, verify adhesion of finishes will not be adversly affected. SECTION 03470: Tilt -Up Precast Concrete Panels A. Formwork, reinforcing and concrete materials shall be as specified in other sections. B. Panel design shall be as indicated on structural drawings. C Bond breaker compound shall be reactive type, non -film forming. Division 3 - Concrete Page 1 subsequent Riverton Operations Center Computer Center Expansion Tukwila, Washington DIVISION 5 - METALS Division 5 - Metals Page 1 SECTION 05120: Structural Steel A. Work and materials shall, be in accordance 'with Structural ' Engineer's design requirements, standard specifications of American Institute of Steel Construction (AISC) and American Welding Society (AWS). B. Framing: ASTM A36, typical. C Cold Formed Steel Tubing: ASTM A500, Grade B. D. Steel Pipe: ASTM A53, Grade B. E. Testing Laboratory services will be provided by the [Owner.] [Contractor.] SECTION 05210 - STEEL JOISTS A. Open web steel joists with bridging, atached bearing plates, angles and anchors. B. Conform to SJI Standard Specifications. C Steel primer paint: Rust - inhibiting, non - toxic, 'VOC compliant; Tnemec Series 10 -99 or aproved. D. Welders shall be AWS certified. SECTION 05300: Metal Decking A. Galvanized metal deck, 1 -1/2" deep. B. G90 galvanized where exposed. C Welders shall be AWS certified. SECTION 05400: Cold Formed Metal Framing A. Exterior and structural partitions; hot dipped galvanized, ASTM A90 B. For 16 gage and heavier: ASTM A446, A570, or A611, yield strength 40,000 psi. C For 18 gage and lighter: ASTM A446, A570, or A611, yield strength 33,000 psi. SECTION ' 05500: Metal Fabrications . A. Custom fabricated ferrous metal items 14 gage and heavier, not included in structural drawings and specifications. 1. Shapes: ASTM A36. 2. Tubing: ASTM A500; A501. 3. Pipe: ASTM A53. 4. Bolts and Nuts: ASTM A307. 5. Gratings. B. Electrodes and Welding: Per AWS D1.1. C Galvanize all items indicated for exterior exposure. D. Shop prime all surfaces to be exposed in the finished work. E. Schedule includes: .1. Miscellaneous supports., , 2.: Trench ' cover. grates . . • ' • .3. ' Ledge "and' shelf angles. '4, ' Steel ladders (Fabricate :to OSHA standards.).' ' 5. Support framing for overhead doors and grilles. 6. Bollards. Page Riverton Operations Center Computer Center Expansion Tukwila, Washington SECTION 05521: Pipe and Tube Railings A. Steel tube railings, balusters and fittings; 2" diameter rails and posts . typical; steel flat bar intermediates. B. ' •Railing assembly shall reist lateral force of 200 Ibs at any point without damage or permanent set. C Custom ornamental oil rubbed oxidized bronze and bronze /glass railings with steel supports; bronze alloy 385; glass 1/2" clear tempered; polished edges 3/32" bevel. D. Square tube section aluminum rails: Alloy 6063T5. E. Steel Rails and Posts: ASTM A53. F. Galvanize steel rails in exterior applications per ASTM A386. G. Finish: 1. Steel pipe rails and components: Prime paint for subsequent paint or urethane finish. 2. Aluminum; steel components of ornamental bronze /glass /steel railings: 70% Kynar 500, PPG Duranar XL, or approved, custom color. 3. Bronze: PS 10B. H. Shop weld or braze; all field connections mechanical. SECTION 05800: Joint Cover Assemblies A. Expansion control devices of aluminum construction, UL rated where required by assembly construction. DIVISION 6 - WOOD AND PLASTICS SECTION 06100: Rough Carpentry A. Miscellaneous blocking and shims; phone and electric panels. B. Plywood: APA rated exterior grade; fire treated where indicated. C Preservative treatment for wood in contact with ground or roofing. D. Galvanized fasteners. .••t), Division 5 - Metals Page 2 Page 2 Riverton Operations Center Computer Center Expansion Tukwila, Washington DIVISION 7 - THERMAL AND MOISTURE PROTECTION Division 7 - Thermal & Moisture Page 1 SECTION 07110: Sheet Membrane Waterproofing A. Foundation waterproofing. B. Interslab waterproofing. . C Exterior planters. D. Systems - One of the following: 1. Grace "Bituthene 3000;" 2. Tremco "Tremproof 1400;" E. Protection board at planters and interslab waterproofing; protection board at subgrade applications where drainage fabric not installed. SECTION 07121: Bituminous Dampproofing A. Fibrated asphalt emulsion dampproofing, above grade, with primer and sealing mastic. 1. Sonneborn "Hydracide 648" or approved. SECTION 07130: Bentonite Waterproofing A. Premanufactured panels consisting of a single layer of granular bentonite sandwiched between layers of paper or similar porous material. B. Panels shall be installed in accordance with manufacturer's requirements including accessories by the same manufacturer. 1. Granular bentonite; 2. Gel joint seal; 3. Joint Packing. C "Volclay" as manufactured by American Colloid, or approved. SECTION 07210: Building Insulation A. Foundation insulation: 2" extruded styrene, minimum R -8. B. Batt insulation: R -11 thermal fiber with vapor barrier.. C Safing insulation: Thermal fiber with clip system. ' SECTION 07270: Firestopping A. Seal all penetrations through fire -rated construction to the satisfaction of local governing code authorities. B. Firestop foam, fire caulk, and intumescent firestopping shall conform to UL 1479 to maintain the indicated rating of the floor or wall assembly. SECTION 07514: Built -Up Asphalt Roofing A. Roof shall conform to Factory Mutual I -90 wind uplift requirements and be rated UL Class A. B. Rigid insulation: • R -19 polyisocyanurate with cover board. :C 'Ten •year warranty. " ' • • D. Roof system .shall consist of a base :ply, two additional plys and a .cap sheet; . Manville 4GNC, Owens /Corning 33 -NC,• or approved.• . . Page 1 SECTION 07620: Sheet Metal Flashing and Trim A. Ref SMACNA. B. Roof flashing, scuppers, guttdrs and downspouts: Fabricate from 24 gage minimum. Materials: 1. Galvanized steel: ASTM A525, G90 galvanized. 2. Prefinished steel: Galvanized, factory precoated with 70 percent Kynar 500 finish, color as selected. 3. Aluminum sheet: ASTM B209; 3003 alloy; 0.040 inches thick unless otherwise noted. 4. Stainless steel: ASTM A167; type 302 or 304. • Butyl lap sealant. Riverton Operations Center Computer Center Expansion Tukwila, Washington SECTION 07710: Prefabricated Roof Specialties A. Roof Access Hatch: Relocate existing. Division 7 Thermal & Moisture Page 2 SECTION 07900: Sealants A. Acrylic at interior non - moving joints. B. Two -part urethane at exterior joints; non -sag, typical; pourable at traffic joints except pavers. G Ceramic Tile and Paver Joints: Pecora "Dynatread," custom color. D. Fire wall 'penetrations: Proprietary rated system. E. Tilt -up panels: Illbruck WillSeal or Manville Emseal Greyflex foam sealer; Dow Corning 695 . Riverton Operations Center Computer Center Expansion Tukwila, Washington DIVISION 8 - DOORS AND WINDOWS SECTION 08100: Metal Doors /Frames A. Standard construction, rated .and non - rated. B. Manufacturers: SDI or NAAMM membership. C SDI 100 construction standard: 1. Doors: Type I, Style 3; polyurethane insulated core at exterior locations; relite frames as required. 2. Frames: Equal rabbet or cased opening, unless otherwise noted; welded; 16 gage. D. Finish: G90 galvanized . at exterior; factory primed at all locations. E. Frame erection per SDI -105. F. Grout frames full at selected locations. SECTION 08305: Access Doors A. •Style as required for wall type.. B. • Fire rated lockable access doors in rated : walls. . C Non rated concealed access to mechanical equipment. SECTION 08330: Overhead Coiling Doors A. Existing, to be relocated. SECTION 08700: Hardware A. Heavy -duty commercial grade cylinders, butts, kickplates, thresholds, lock /latch sets, panic hardware,» closers. B. Finish: US26D, typical. Division S Doors and Windows Page 1 Riverton Operations Center Computer Center Expansion Tukwila, Washington DIVISION 9 FINISHES Division 9 - Finishes Page 1 SECTION 09111: Metal Stud Framing System A. Non- loadbearing steel stud wall framing; fire rated, and non- rated; suspended gypsum board ceiling support systems. B. Seismic Zone 4. C Components: ASTM C645 1. Studs: C- shaped; 3 -1/2 ", 25 gage, typical; 20 gage at openings and partitions to support ceramic tile. 2. Furring channels: 26 ga min., hat - shaped. 3. Ceiling framing channels:1 -1/2" x 19/32 ", cold rolled. D. Installation: GA -203. 1. Walls: Studs 24" o.c. 2. Ceilings: Channels 48" o.c., furring, 16" c.c. SECTION 09260: Gypsum Board Systems A. Gypsum walls and ceilings, rated and non - rated, taped and finished. B. Acoustic performance requirements. C Regular board: ASTM C36, 5/8" thick. D. Fire -rated board: Type X, ASTM C36, 5/8" thick. E. Reveals: Pittcon, Fry, or approved; profiles as indicated. F. Acoustic insulation: FS HH -I -521, mineral fiber or glass batts, friction fit, thickness as required to fill cavity between studs. G. Acoustical sealant: Non - hardening type. H. Erect horizontally, or vertically, in most economical direction, unless otherwise required. I. Installation: GA -216; bent at large radius vaults. J. Joint treatment: GA -216, 3 coat method. SECTION 09510: Acoustical Ceilings A. • Non -rated systems; installation in accordance with requirements for Seismic Zone 4. B. Panels: Mineral fiber. 2'x4', washable; non - directional fissured, tegular edge. pattern, non - rated. G Suspension: Tee profile, heavy duty, white, non rated. SECTION 09815: High Build Glazed Coatings A. Coating system' for steel, aluminum framing, handrails, exterior metal doors, interior steel columns, and other high -abuse or traffic areas. B. Ferrous metal: Tnemec Series 71, high -build polyurethane coating; custom color. C Aluminum: Tnemec Series 21/31 "Enduralum." D. 'Custom colors (two, maximum).. . . • Page 1 Riverton Operations . Center Computer Center Expansion Tukwila, Washington SECTION 09900: Painting A. PDCA Architectural Specification . Manual standard. B. Exterior: 1. Concrete panels: Permeable modified epoxy masonry coating: Tnemec Series 52 Tneme -crete or approved: 2. Ferrous metal: EXT 12 -A, Alkyd, custom grade. 3. Galvanized metal: EXT 14 -A, Alkyd, custom grade. Interior . 1. Gypsum wallboard: INT 3 -C, Latex eggshell stipple enamel, custom grade. 2. Gypsum wallboard, wet areas: Proprietary epoxy ( "Tile- Like ") finish. 3. Gypsum wallboard to receive wall coverings: One coat alkyd primer. 4. Aluminum reveals: INT 16 -A, finish to match adjacent, unless otherwise indicated, custom grade. Ferrous metal: INT 12 -A, Alkyd, custom grade. 1 Riverton Operations Center Computer Center Expansion Tukwila, Washington DIVISION 10 - SPECIALTIES SECTION 10210: Metal Wall Louvers A. Fine line exterior louvers. • B. Construction Specialties "Model 1241, ". or approved; 1 -3/8" deep, L• -type frame. G Material: .064" 6063 -T52 aluminum alloy. D. Finish: Factory applied PVF, manufacturer's standard color as selected. E. Insect Screen: Aluminum. SECTION 10270: Access Floor: A. Donn Corporation, Liskey Mark 30 rigid grid system, consisting of floor panels, under structure, grounding and necessary electrical, communication and structural accessories. B. Panels: die formed steel, filled with lightweight cementitious material, nominal 24" square. 1. Mark 30 SSP Aire panels, perforated to deliver 480 cfm at 0.100" static pressure with damper fully open or 590 cfm without damper, shall be interchangeable with standard panels; provided as indicated on drawings. • G Accessories: Provide expansion joints, perimeter ledge support, access holes and trim. G Floor Covering: High pressure plastic laminate, NEMA LD3, 1/8" thick. D. Pedestals: All steel, welded construction, corrosion resistant. E: Minimum load capacity: 1. Panels: 1,000 lb rolling load, 1,500 lb concentrated static load. 2. Pedestals: 5,000 lb, with no permanent deformation. 2. Stringers: 300 lb load on 1 sq in at the center of the span, with permanent set not to exceed 0.010 ". SECTION 10400: Identifying Devices /Graphics A. Directory signs as required by code for life safety; traffic directory signage; coordination with graphics provided under separate contract. B. Silkscreened acrylic type. SECTION 10520: Fire Protection Specialties A. Recessed . extinguisher cabinets, recessed extinguisher cabinets, and extinguishers. B. Manufacturer: J.L. Industries, Larsen's, Potter - Roemer, Standard Fire West, or approved. D. Extinguisher Cabinet: Larsen SS409RT, or approved. E. Extinguishers: 1. Dry- Chemical: 2A- 10B:C. Division 10 - Specialties Page 1 Riverton Operations Center Computer Center Expansion Tukwila, Washington Division 10 - Specialties Page 2 SECTION 10999: Miscellaneous Specialties A. Corner guards: 1. Stainless steel, 3- 1/2 "x3 -1/2 ", full height. 2. Resilient: Construction Specialties "Acrovyn FS -20; . SFC -25," recessed manufacturer's . standard' color. B. • Rub Rails: 'Construction Specialties "Acrovyn SCR -64 Surface- Mounted Rail;" manufacturer's standard color." C Parking bumpers: Prefabricated concrete. D. Convex mirrors: 18" diameter with mounting hardware. E. Wall urn: Bronze finish; type to be selected. F. Light diffuser: Chrome finish acrylic specular 1/2" x 1/2" x 7/16 ". type; • Crash riverton operations center andersen PROJECT RIYERTON ` PE-RAT!DOS ANDERSEN• BJORNSTAD•KANE•JACOBS, INC. COW$ULTnru mamas SEATTLE, WA LOS ANGELES, CA SUBJECT S CfaEEN WA L. I. ANCHORAGE, AK DATE BY SHT. NO, PROJECT 2 -r vii 0 P e- tta.n 04.)s ANDERSEN•BJORNSTAD• KANE• JACOBS, INC. CONSULTING ENGINEERS LOS ANGELES, CA SEATTLE, WA SUBJECT SGRE�_N WP►t.L. 3c -REE44 W R_OLAAPP L fit, L ( . 70.1 s pvr eAr t II ZZ/z• ANCHORAGE, AI< 3 • 510, ( 11.S X 4 . 1(0 P L•AIJ'F I0 LA MILALL.Y Sv- f'f'0¢rs- frt' v"' 3 (s) J( 60) = C I SO - 2 • .1SX i8O = 3 1200o :.+ rwn+: �kth"? �tcY�+*. t+. oN: klWw+ l�+. ie+».%». c+ Rr s.: ri,'«++ nl...:,. rwa, axM ti:... awtos... M41►' ww: a&. ttx, v.. wtw... S►. r�:.::..:::: in. kw��... y: r. t. :vw:w�•w�+...+�r.'w.w »r.. »w.... •........:..�.�a.;:..: L0-A•o Ply 10J/- 5400 Fr 4..e4 * * * * * R I VER ON OPERATIONS C N1 ER .'k * %F * % : PRECAST PANEL DESIGN _7 F' DELTA and with LA TC1=tAI, LIDAU Fr,OH SCREEI4 WALL, Lc= 204 in • 'Ep= 3122:000 .L bs . iw 9 As= fy. 6(;; 000 psi f r'.. '5000 r. s1.. , • I ='= 1000 1 bs P'in= 72336 6 * -in ]:cr= 2a.71 in.: ,�•� . . Vii;) in .* c* ( *4 *i * ".tJi`ir-AC'1'OREL) MOMENTS *** c* C ;* c P DELTA H (p;k 44.11)/ L'749 SEISMIC M = (( 6O *w *(L 2)/S)+6000" =. '26808 WIND Iii. = w:Lnd (psf) * (L'r2) /S =.. A.7774 . ************ . FACTORED MOFIENT$ '* ** * * * * * *,: P. DELTA Mu = 1,4* (P* 4 n)i2 SEISMIC Mu = 1.4 *SEISMIC TOTAL MIA .= PHI Mn fro° 1-n pal -�. 2449 '.. 4, 047 65102 , L1 ►- .n= i5Mn*Lc7::) /(4SErt*.Icr Ici tip) / Asc= (F'r i•i•As,*fv,) /fv c74(As *fy) /f .B - 1L *f'c'%1rb). ANDERSEN • BJORNSTAD • KANE•JACOBS, INC. CONSULTING LNOIN![RS SEATTLE, WA LOS ANGELES, CA ANCHORAGE, AK SUBJECT G R E - E ) 1.4 •4 � L 40 C 7- % i>■J 12,0oF OI A Pb-Q.Adp S .4 o = 0 . Z °� eMrs 1 80 L.rs,s a A' = 1 S, G It /9 \A/pet- L ( Z 4) -sue • P/G �JnLrs s c,.JrPn.Ls I Si . I LMT P2OP4 -nCr") r,) .71%1 h-ve -o rrc.. G. �►.., -L� 1 V aoo mac' 2.0 PROJECT � / 6 ,0 o x C. I� ,,o p 2,0 IC wlert.l.. 1 l V0,4o z 2,0 I` Velm 0 Parzour oa. C 11 < 1.L• rc Is on. c.� -•►! 4„E C melaibtA41141,0%. < #610416L V" 4 I SO KLF P•Lt.044 ertitA,G C1,04464404 cio, . AS C 3 b S Co 18 0 L45Jf3 ne v re rg 5.Z 1s3 +2. 126 181 DATE DZE/2 Q BY SH 108 -+• 10 = 1. 1 S Ic LF 03 l 4 1 I .Z 1 ic.F 0-k t .. rT _ 0 .11 Kt.; _ PROJECT Rt PEQ* ion'S CT2 ANDERSEN • BJORNSTAD • KANE • JACOBS, INC. CONSULTING MONISM SEATTLE, WA SUBJECT ,s c.Rz r • )0 P. c. Ain/'!:: S L. 6+4-08 \n/ = GI pro A g.Ditty t . I (y„ u = t. \ Psl co.. b 6 LOS ANGELES, CA ANCHORAGE, AK czEz.44 JArt., L, 1.4 ( 14'w "O = $ $e r•1 T. 36,340 C EGG. 2 . 5 i3•3 , 62. 33 • b.S .cD (0. oota �3 - rY cert. (c) F"r L3 -e •1 S 6180 % I s S4 o.o 0291b o) 0'S`g (3.O // D BY m � SHT. ANDERSEN •BJORNSTAD•KANE•JACOBS,INC. CONIULTINO ENGINEER! SEATTLE, WA LOS ANGELES, CA ANCHORAGE, AK SUBJECT G TR, e. EN WA LL. \&) 11) 11 b . I' 6 rs e-p-# .414 C. ate, Na 1 . (I ,OS PROJECT 121N/0V - 0 0 OP ,a71 eJ s c -1 11 2 BY Seryi c- Sill, 1t.EQP. io, s _ 1,5 1 A l PROJECT RivERTo Ot''E2A +ads c.T2. ANDERSEN • BJORNSTAD • KANE • JACOBS, INC. CONSULTING ENGINEERS LOS ANGELES. CA ANCHORAGE. AK SEATTLE, WA f elz SUBJECT Q Lp L fry, I T R.ar," l� bLV 'PrzEGAST ?at -1E4. JOiS-r ,E.ARING Roos D geieff St400 L U t3G A II MAHHAN ' (2.3 POF) = .7 x ZS F'Sr) W E. 1 G P rte,. a /c Nl . , :' •r ( b. s' CQ, r DATE I WS �° tJ B G SHT. NO. So(a Al O ZS c.03 4 0 ZS t z'14 (,'4:) <0.04 4 000 C SX' ' I I S PSI < 0.04 (SOX) = 700 Ps( p Z •(.2o �� - .0 to < . = � (,o3s =0.02 c > rn ( �T) 0 "no "z• A, T al (I- o,sc-'14 K , . 4(o,o00 6 I - o.S) o. 400c'000) PROJECT IZIV SZ TD J °PEA AT/ On�. G-rrz. ANDERSEN •BJORNSTAD•KANE•JACOBS,INC. CONSULTING ENGINEERS SEATTLE, WA LOS ANGELES, CA SUBJECT •� N I t SIG ) Peg-Gfr‘s~r Pe>✓L ANCHORAGE, AK C. 4 & rrr.. o 1-0 DISrr.1 0053 SNOT EKG 32.1N6. PLUS Z Tn 1 sLooa GDrJ5 ✓a- rlva.Y c 's a r& ova.. 24" < q t = 2 4 11 Ak @ res. , � I�!¢ c. I•!•'r° ( DL •4 S en S r 1 E:): L. Mu = 1:4 (, k407.s LOS )( U I 60 iN gar z Serls►„tc, 111 = C.Jeti,) I. 7, Li LA) r- Vi = O.� C I •S Z • '�S - 80 75p) P - �� _ 7,S 117C7C7 ( -12 ) �.� / • �. • 90 = 48 PtP 1,8/ 4$ £ •12: r = :34,4.55" gi / 4 015- BOO) 3,35 L. as 5 Pr, LGti IIZ( (A • _ 44 913 •I� L� Z Co SHT. NO. so., PROJECT Tz r V ,-t) ( PER. I ohs C - r e— ANDERSEN •BJORNSTAD•KANE•JACOBS,INC. CONSULTING ENGINEERS SEATTLE. WA LOS ANGELES, CA ANCHORAGE, AK SUBJECT 3 � o c. P C f F?I* -vl P . P, tcI.. ter) (11 _ '? s ( I (2 y S + 3 (o r•SS f- 1 12.63 /) G h''1,, = Ci 1o1. ` IA t. (C1) 5ruot4) t : t,J1 DL IM k = (6c)0S" tn.) Swow •• V1r1 c, _ l,°,Qs I f../ 13,3 (A c Nb # P •v P - 1.4 4ozs * 800 G'TSS �►,� % Z , $ 6. rr P•,d = 1 1 °) r••j 484, (1 1- .2 (2.0)01 X1. 23.8 Psi 2.3.s (►`.S)? IZ n V = I S'Z3 ?S C 4 rGcDos + + I Z.Wit= 4 1‘044 (S142.... 1.4 444,5 PROJECT 2tvE -m.7.0o QP ,fL. OnJS C'r ANDERSEN • BJORNSTAD • KANE • JACOBS, INC. CONSULTING ENGINEERS LOS ANGELES, CA ANCHORAGE, AK SEATTLE, WA SUBJECT 371.06 P ,I- 2&v P2.'. co s-'' PAe-c. CD � S/vot,) + k'tN/,) DL v. c5(5% SrvotO W7 8et'S3 C am ) tJtA)o r)1 - ItoSZ3 P = < 4 dfozs z + SOO = G Les ZI = ZS ) tAI G 6510 DATE 0/S/9.0 BY SHT. NO. sod 'air 6 1 4 ,TS IU °)© + 945'3 1 S23 j IS'Z°) car" Q t rid & n ^ s ANDERSEN • BJORNSTAD • KANE • JACOBS, INC. CONSULTING ENGINEERS LOS ANGELES, CA ANCHORAGE, AK SEATTLE, WA SUBJECT ) L D G Pert v.v.% T 12.e1/1 el.%J ,tJ P + - 1'R.A r' i 410 42--Vs SO PSI k P)` - 2 S Ps1 ,2) W 4 01,2 -t- 1 �Q P L v 4s 54 1 1 It PROJECT e tvtle r Qp+t4rn oi).s G 0 DATE 1 0/S7 40 • PROJECT 1Z sVet O P & r o,e)S C r77r ANDERSEN • BJORNSTAD • KANE • JACOBS, INC. CONSULTING ENGINEERS SEATTLE, WA LOS ANGELES, CA ANCHORAGE, AK SUBJECT . P .w•%∎ 12a.v1 27 •Z■ It 1•8+ IAJ 1 S Si • .21001.44 fr 2 k' DATE B � -�rrL SHT. J-s c 3 K 3 x 'g PROJECT V�it.'i t7� QPt-P t70Jg C 7 t� ANDERSEN •BJORNSTAD•KANE•JACOBS,INC. CONSULTING ENGINEERS SEATTLE, WA LOS ANGELES, CA ANCHORAGE, AK SUBJECT 6 L.�c� PC.g.yrN ► , - Revi c.) p G �.. Cd,A,a 1 P/c Lt u-s Geri" m c iy s-P 3 'q P/ A.S. . 1.3 3 ( 3 Sco ©) % -41 3 6' 4 1 3J L. 4 S r -r.}t. 1430 Pc. S' 03 ,31 Gam' c . 7-10 scr ye, 40 ` 3,25 12-3o PL P D. c . • DATE PO/ 0 70 BY SHT. NO. 5►2 PROJECT - 21 V' ZTOr) OPe 41io3 G-i-7z.. • ANDERSEN•BJORNSTAD•KANE•JACOBS, INC. CONSULTING ENGINEERS SEATTLE, WA LOS ANGELES, CA SUBJECT 6 L oG PC - 2..w, 1; ANCHORAGE, AK D2tc..-c. ST2 aJS Cflld N, l a v t ?fro Vc 2,s (Zs 40) « _ l8 Ic.: a...1 1 I$2,4.0z G 3 _ !o 2(I s . 5 I2:64. LJ ,o Lr or►-} (p IG. 4.G4 K /, D o v et-6- s rrEs 4%- G,4•eAr -c4 - S ( 13 ,3) - 6, 6 . 5 1 Cep n) Z -- kJ iz►. c C ew. P, II v /171: C 5 ,'6 IcLE - r) 3,1 ILS% G I1 2 i`40 e;;; •• rel p c os s x Z 1G, ' Z4_ • DATE I O /S /C9 O SHT. S 6-1 S •., e.., PROJECT I VGIZ1 O PC12q—r Otis Cam. ANDERSEN •BJORNSTAO•KANE•JACOBS,INC. CONSULTING ENGINEERS SEATTLE, WA LOS ANGELES, CA ANCHORAGE, AK SUBJECT C? `O P6.-g w 1 T Rev' :tJ R,A 5rra-v-3 5 (ZS Ps; • 4 D ;( 3S') � L »" r., ` a B it) ov = ► 3 K • gr-7- E Q- Alit A4.. C. 0-Pro in) D 1L"4, S rR U r C3 A-S gn) E TAbf-Crs &y e- tw T- - 6 0 IL AL r r ,� ,/� 1.42$00 ' 1 IQ 2. 43 I'1 C V‘.) Z ct 18 3;c c�sl )11 I (3S l Z 4 eo 1 7.e'D .. L) (- 2103 SQ 3 - ( � 1 C, 17.c)s) • ( 0.13 - C � I - F = . I ? 3 3 lcs 1 0.15 + O.S'L = f, < (33 PROJECT 21ve.' -/3%) ©P E-W► ' G 'ANDERSEN • BJORNSTAD • KANE • JACOBS, INC. • CONSULTING ENGINEERS SEATTLE, WA LOS ANGELES, CA SUBJECT G P 6( , D 1 "f 14:3'N,I Sc.12.E. W 1, I nJ -4. ( ANCHORAGE, AK 3 c I Q PO] 7/ 3 • , "15) % .3 v) v ,,, 1.4 (70e1) 2 S 1 cot. ZG H x ‘.C" ft 1 I A (11 W r `�, 34 d,6 i �a co C.04 r•A• 2 - * 5 E. D46 a 444-& 0,00Le (;60) 0 Pi/ , °J r D. 62 X X (0°. 09'0 33X I - 0.,`"j 0 AS y1/1, SS 30 Fr 69 �.-- VSOL, 6:,1 360 L•IU' ANDERSEN •BJORNSTAD•KANE•JACOBS,INC. CONSULTING ENGINEERS SEATTLE, WA SUBJECT 2 L p 4 (f 0 20.4 S, LOS ANGELES, CA ANCHORAGE, AK TS IOh IJx % PROJECT 1 [O 107 O V J Ci ev-4 i1 pN S Cr fZ SHT NO IMMINtED OCT 1 1 1990 MAHAN & DESALVO, INC. O- E.. x 1 s; r. D11.0PrG s m..A.) r f 0'1 A- P't-209-G vr.. C,fl,,) N ral) -ry 21 x 4 4 I °t s /�c, ,� w�•�.�j C � (:*) S2 ( el ) x 2i) 1? (0 < Ca-C, /4 P s-+= C.9f) r 4- 7' . Z (3o) = I o8 _ I-r L �. 4 . 6L. e.5" PROJECT svet. -"one OPG_I? r CT ra . ANDERSEN •BJORNSTAD•KANE•JACOBS,INC. CONlULTINO ENGINEERS SEATTLE, WA LOS ANGELES, CA SUBJECT r2 ` CN Peltier% r I .evi �b = 24 le-s ANCHORAGE, AK 1,2_0 a xI2 g , o G 1 , 0 C G s'it3 I.z .$ fq. 2a? le- I5'1 45- f S, S Is) p, 2C, -f- 0. 6 Z DATE 107/0/M BY slit Fa CA4) a4 Ni es- - r7 S 3 scot, c.m5 II 3 o 3 I. I c 1-i- -r w v G C c42 >i t QS / 3 6 11 r ~zee., root 6 - 4J t,J N\ V s x 2 1 4'0 P c. r" ( \/e .2 !c !O 0+-0 0" - rvt. e-a3t. 311 pip c z I DC •i" . lG C v>G rffius. 2 ( 3 I ea-) 214 2. L5 ��= PROJECT •#e-ft. mi.) OP ai2- 1.0.,Js G7'T7 ANDERSEN •BJORNSTAD•KANE•JACOBS,INC. CONSULTING ENGINEERS SEATTLE, WA LOS ANGELES, CA SUBJECT B LOG P�f. I r 2�/► G— e-c' r P std , • • • l�Y1 SH .e- t N F/G tki Z't P c - C 1=rA-C S Yr!aoE) 4 (2zss pa, 49D (;),O.2_ g_ /tag To ANCHORAGE, AK � x ) 1 + I1A c.c.) = 21,G G�►• -�. y4 a w'E-+ -o V •-• o w Z► 2Z .�. . tele f- fi'T -A•2. r-I AS c v - 8fl fl . sS u 0 Q . 3 I, S'U o7o an I r/o 0 v -r. gSo 2. Bo,_;s C t 3.°� - I��g,: - 2 7, c. 0 rV nJ r'••I G rove, '', .4r000 4b/ �O v - a ,31 13.95 S r7- -Q., DAT lo �4 SHI S 0 �. Q Pc_ ) 0 ),fli gale- EQ P4. ► Imo 8o I4as 14-.°b 1.4 ( a5.cn . 12 I� OK-- PROJECT SEATTLE, WA SUBJECT ANDERSEN •BJORNSTAD•KANE•JACOBS,INC. CONSULTING ENGINEERS LOS ANGELES, CA ANCHORAGE, AK C. Om PU'TOR FuRt. ALGVLAT"iDP45 SEGUR� RebciFIC. - ?:)A 1 V K 'g1vERT"ot4 Q?.trso,4s C ENTER G.EN E%G PAW S10ki DATE BY SHT. NO. E@ROV% wul.251990 MAHAN & DESALVO, INC. PROJECT RI VERToN oPERAT/ONs C7R. ANDERSEN • BJORNSTAD • KANE • JACOBS, INC. CONSULTING rNOMQRS ITEMS ANCHORAGE. AK STR UCTURAL CALCULATION INA X LOAD COLUMN FOUNb /TION LATERAL LOAD ANALYSIS 'ROOF FRAMING SH � DATE BY N7 BHT. NO. PROJECT R t V TOE C)PerLA T1 oo.)s ANDERSEN • BJORNSTAD • KANE • JACOBS, INC. CONSULTING ENGINEERS SEATTLE. WA LOS ANGELES, CA SUBJECT L QS ANCHORAGE, AK DATE BY WI L BHT. j4O, A . PROJECT Rivet-rot.) cOP EeA-7io4JS GTRZ ANDERSEN • BJORNSTAD • KANE • JACOBS, INC. CONSULTING UNONN INS SEATTLE, WA SUBJECT e U ANCHORAGE, AK 0,05. 1517 , 76 moc44 O•ZY rte FT6_ 31 Z VINft 41 e o f so, )c IS)7 n DATE BY SHT. NO, 10 ANDERSEN • BJORNSTAD • KANE • JACOBS, INC. CONSULTING 1111011411111 SEATTLE, WA SUBJECT ANCHORAGE. AK PROJECT 2.1 v 2.1 - 0/3 0 PC-RATIO,JS C DATE BY N r 1 0 1 O. PROJECT IVEra. oa D P ,�-- 5 C i- SUBJECT ANDERSEN • BJORNSTAD • KANE • JACOBS, INC. CONSULTING E G$NIVIS SEATTLE, WA Fo v 4 F1 T1 F14 ANCHORAGE, AK DATE BY SHT. NO. 2 11,2 kes 13.1 ANDERSEN •BJORNSTAD•KANE•JACOBS,INC. CCNIULTmo QgNIIIM SEATTLE, WA SUBJECT ANCHORAGE, AK F' /A r) c,6N? to Ex1S1. WP+V/ 2 ) . . PO L F14: AM 47,5 ri PROJECT R I Y fg.'(oM QnP,A7)o, s Org . 0. 3.SZ D 1 . 13-6 se.. GATE BY N -r SHT. 1 ' • PROJECT 2Z■C OPER.AT COOS CTTZ ANDERSEN • BJORNSTAD • KANE • JACOBS, INC. CONIWIAI,Q MINIM SEATTLE, WA SUBJECT 51.2 Q 1 ' ANCHORAGE, AK EX (ST eac. c.Me ; 0• 0s x (+2.ss 3, , 32.,1 NOW '1,& l04 •, rOS x ( 7 ) f 31. i4• 1 �G. 37:2 (2 31 ►2t3Z.9 e.. Of / AREA A 3,7s R s,s A • 3 ,s,e 1, 7 s 20.63 • 6 ►13 26,75 6.03 6,7Y X0,1 70.1 27 12,4 4.3 4.0.5 4.6Zt 2.6 21 Kt/ DATE BY SHT. NO. Z L, 1_ /,06 6203 ebs SEATTLE, WA SUBJECT ANDERSEN • BJORNSTAD • KANE • JACOBS, INC. CONSULTING uallMs 115 I' 2 ANCHORAGE, AK 2it4 PROJECT 21VE(Z,TON O PUPt logs GTR. 3,sn s r/S 4 . 2,s 4. 3 � 3 2214 t 53, 33 2 7S. AREA k Ax A 1 . 4.145,6 . 24. 1 24 Ai 3,Sx1,Is s 6,1 - Ws —1 ►, 44 3o 12,sc 27s.1 - 30 2.st ) 1 2._.,s• $ 0'. 4 2 SO.■ 4,17 11,1 M 70, I x If -Pi ic s 10,1 + - 14 - 3 5,1 OS l Z'3 .6 . • . 2 3 t1 • DATE BY NT SHT. NO. 70? Z 3. 2t,1 t SEATTLE, WA SUBJECT ANDERSEN •3JORNSTAD•KANE•JACOBS,INC. CONSULTING INOIHURS ANCHORAGE. AK PROJECT R I VER - foN oPF t1ION s C 7- ¢ -on DATE � szo4 c. PROJECT 1 2 yEervN QPERArIDIJS GTr• ANDERSEN • BJORNSTAD • KANE • JACOBS, INC. CO/MATING u G NURI SEATTLE, WA SUBJECT - 1I ANCHORAGE. AK DATE BY 2 oS PROJECT rff N O?(4')1/ m c P I( • ANDERSEN • BJORNSTAD • KANE • JACOBS, INC. CONSULTING INONNIIM SEATTLE, WA SUBJECT ANCHORAGE, AK Ft6. MAK silt- Rt o4 A 3: ° ,,� �'° . 40 ea. uo' &a 444 (A 1-40' i h`� C. �} -a �e 1 -0 s 11 4 Eit urn ha .ya s�,, �' o pP 5-.Ps elk u* 1‘4 6'it S 0. 11.07 PA . . 5 Y s• I• y pp DATE /V i l� BY SN6 C PROJECT IVE2.70 OPeR.AtirtOst.9S C re— ANDERSEN • BJORNSTAD • KANE • JACOBS, INC. 2— ANDERSEN •BJORNSTAD•KANE•JACOBS,INC. CONSULTING ENGINEERS SEATTLE, WA SUBJECT hog LOS ANGELES. CA ANCHORAGE, AK 2' 1(0 15 + ISi (8) �. 145 Z ( ISM) ° )SO I�S c.9r.'.m. A .00/37 (IL 4o2 --R 2so (4 S c.A$ 0 �. !.5 ( 1010 x 12) 0b u r,. s) - 1010 I, • s� •4 68 1 / i L n(1 / • ,009 DATE/ / / /3� BY 2.. N 1 » ("70 o ) 1,c 695-0): 2. 0se # r o 10 C PROJECT RI ve--t2TOO O - • 04.'S CrfL ANDERSEN • BJORNSTAD• KANE•JACOBS, INC. CONSULTING ENGINEERS SEATTLE. WA LOS ANGELES, CA ANCHORAGE, AK SUBJECT 2 6 6_ 13.\ Pt - rz P/c c,A1.6 Ga.o Q.,. s p -1- I .o + 160o At1 St) = Q I OD h�N piodt C 4( C Z4` J LS (2..'35'749-0) : 442860 L 4-9 44 2$Do•12 32o .'(,S xzo) LAA.G wiz. 6,— R6-4L. 1 124-b 4.t ooa • i2 61 Z °).5" 2.9-D F r• L- t �3S O ( 2 5 - ( 2 4 x ,;#,J 1.S Li IDOXIL =L) = ( 15s-0 V = . 8 5 1 2 - ) o ( Z 4 ( 2 4 .11 to _ 63ss 4-7 22.1g0 `rs . Ss t .,,V, .2 C 6OW) flxZD fl I, - SLY' Z 4 I,, pd 6 i 7a.-- -- 6 0D 1S pt. i= usu` 8 - 'S gor z -* S •rtP II cgs 41. x-13 C PFOJECT , .roil OVez.vriekiJs CT - ANDERSEN • BJORNSTAD • KANE • JACOBS, INC. CONSULTING ENGINEERS LOS ANGELES, CA ANCHORAGE, AK SEATTLE, WA SUBJECT RA 6Z t�J Zs \S 3S6 .S'— 3 3 sLo ...� - = 25-D-0 C 160 • I1- QS I.5 (iez.S) so-0 - Pr "-I.'. 313 � . C2�'DO�Z -l 35G1r , 24 O 1. 5 DATE / BY ^ c—. SHT. NO. 001:2 C1 K Z a . C. 'Z 3 # 56 .S7 11 $56-0) #U 33S2o -re Q 41 tic.sxis c: PROJECT Iv ale•TO) 0Pz,4-n aas Cv-rz. ANDERSEN •BJORNSTAD•KANE•JACOBS,INC. CONSULTING ENGINEERS SEATTLE, WA SUBJECT P 1t.ES LOS ANGELES, CA ANCHORAGE, AK .41..E t s In,J Pr .t_ Go Wort. t. 20X II (, SO PV 13 1 cat 406 3 n-t �- I,S I3C 145Pc.P t ► ',5x2 *. Clys,* 2x f. ixZO(8O) b,t'o 12. *IS - 2 (6.S • 13 N P T- o- 3 A I/ C lod psis 20x 24 (so w 0) +1 2. (24 ) S.6(13 DATE 7 7 Va,0 BY 2 i " o ' Soot` * •31( 13(25 (11 < a PROJECT RI VERTON 0PI WV S C7< ANDERSEN •BJORNSTAD•KANE•JACOBS,INC. CONSULTING ING*IIM SEATTLE, WA SUBJECT GAT FOR ,pNAGY4s/4 /,S G 2.75 �u 6. ANCHORAGE, AK z 1 . d IJ 7,4 G ONE V s 0,4Xl.Sx 27C k 6 0.2 H /.5,000 0.0ZS'x/S,00 3 7S. KeJ 0, ( l�,s_ 3 3. k/Ps 37s+ 349 724. kips O,Z7sx 724 DATE By M7 530 C PROJECT Q i vG 2. -0 J Q P eitovn 045 Crrz ANDERSEN • BJORNSTAD • KANE • JACOBS, INC. CONSULTING ENGINEER/ SEATTLE, WA S - oQ 4-1T SUBJECT tA - M -R► PrLsC+z.rr C. of Ser-71 ocJ s F ►0 ANCHORAGE, AK / G Pn•vz -t, E = 3 12.0 - fis IOx io p ia PC-rz U,6c reore1100 A C = .0 h 11► C s-i ST 007 , r — . l 1 s -. DAT BY s3o I C PROJECT Q ER-rop3 OP GR. A- T'i ANDERSEN • BJORNSTAD • KANE • JACOBS, INC. CONSULTING MINIMS SEATTLE, WA ANCHORAGE, AK SUBJECT s AA O -D et. C ni ,' • E.0 Ll l v, 6171. Jess • s. g. I iI - (o ae • / >. , II IA) Ai. LS FL R- —J II R C i rJ F S vertu Ifs p G I R. C! I I I I WY" 70 R.900 TR t CS ro (L9fl C (' P S F J� � o /0c7c) DATE BY SHT. NO ( 42 1 . z. 511 145 Pcr oao 8 It LF PROJECT 12 iv le.m. /J 0 Pea Am 01J5 ANDERSEN • BJORNSTAD • KANE • JACOBS, INC. CONSULTING MUMPS SEATTLE , WA SUBJECT E. -ncrile MOO Gt. M A .55 awr" S X I gr. 131. es Se.40,6r1,01- Wela H-r ANCHORAGE, AK 7 Roo F- x ; `i 1 (0 K. 12 (0 1 6 1 &S IS,S 1 1 3:Z. 34 4. II . 4 4a 1 3, 5 Z8. I 1 (.0 1 g, - 11- 481/ ; I 2:= 1 b 2 0 1St H 0 7S,S 0 (0 3 0 3 1 0 1 IC 0 144 12,S 12 4 143,5 20' z o K. 1 - 7 o 5 2 c') K. (..0 3(0 1(02 38 1 (0 S' , K 74 0 I ,Z. 54, 0 Si 6 •%, (4.. '74 0 Pa 7. t 4 3 I Dt (;) B err") SHT. NO, 3 03 C 2 3 "7 0 ANDERSEN • BJORNSTAD • KANE • JACOBS, INC. comsanNa immune SEATI1E, WA SUBJECT r-o A'S S M DTI E.L. m "s DA.TrA, EA../ Art D I TS s, •JS, • tam e r vairtir Z I 33:t. I K 13:r 1 K. ANCHORAGE, AK PROJECT 71 1 1 Z2 t P Si C.v. 6:410 ic St 0 -41 • EB 3 lc 0 104 - • so 113/ • 0 38 o 47 t • 1 le- 15 0 169 • 14 tc. 17 ill 18 K 21. 188 14 tc. 0 L 0 -4 0 zo 2 ' 2 ? cry a k-41• - ■ SHT. NO 3 044 ANDERSEN • BJORNSTAD • KANE • JACOBS, INC. CONSULTINO EMOMMEMS SEATTLE, WA SUBJECT e .BS M &EL �K Isr. lG. Lb4 COI. LINE —. 20 (. t ,15o) - 0,142.) (3 1,4 t) 2.1 (- 1,102) 2Z ( -I, /z) z4 ( -►, -1 .. (O 141. 3 - ( 0, 4'2') © (12q 14z) i4 t1 tt (12 4,(02) iZ (124 / 6-2 •) lo o (;) ID 02 ,O) (3°), L i (7%-i) Zs 26 Ch C►v►S,JT F @A•tv v-% t) U41.. P wItt. ANCHORAGE, AK PROJECT QiVep_i) PC-QAT ofi 31- • 39 . 1, „ (13'x, (lf•l, 14 3) 3s eV 7'3,11%) (1`� • ;:':�1 ; Is (144,I43). (1'11,143) . (ItoZ, 112) 13 C 1s. , fT t'7 ($2 ' ) 27 v 37 . 161, 55) ( I ) 40 �$ (162 31) (162,20) 39 DATE / Bs �� (.6I, Io PROJECT g IvER r okl ()PER + o Os Cie- ANDERSEN • BJORNSTAD • KANE • JACOBS, INC. iQ- ANDERSEN •BJORNSTAD•KANE•JACOBS,INC. CONSULTING ENGINEERS SEATTLE, WA SUBJECT M EL Ek/ A-DO , - n Oa II 23 41 .• ,10) 43. (- 4l,.0) (' E N is t - ' 1 441 �•61,1� 48 - 51," 90) 0 • 5, - 31, -64 s� 4 °) ANCHORAGE, AK AQ D I �O.J_ s @.) ��JsC I s 73, t3 13 L. O G .....,? gy, -S4 •1 amy By_ G SHT. NO. 3o 6 1.1 IZS, - (125-, -14) st. (I (l (162,2o) Oil, to) S1 ANDERSEN • BJORNSTAD • KANE • JACOBS, INC. CONSULTING ENGINEERS SEATTLE, WA SUBJECT . P4 A-%) D I no% ANCHORAGE, AK PROJECT Ki DtmENtioaS G vs Iti1 p£-'f` nt•E M Q. Frsor y 11, Cx „ = o I nJ urVS Al.& 12.Ou.n1ro&rO TV g DATE, Z VeJ0 sH3 NO. '1 eTh X roca .PST UNDEFORMED SHAPE TOP ROOF BOT ROOF OPTIONS HIDDEN LINES ETABS c: :1 ::`I:i :'T'fi'ilf;tf:i EXTENDED 'T'I ..II :Iii:Iii: X):I:I''NiiaNfii:I:CJhIAL.. .ANALYSIS :OF X: +t.1:I:L.. %):I:NC'ri SYSTEMS. fP'Af:31i:: :I. • • • • Pfi(:)(i RA1 Rfi:!`•i:Of: R /I''� :I:I...I;i: ;i RC1( I. „ OUT %K >k >I< 1 " :.l.''JL:.I'' : T't.)I'4 cJI"'I::.I":(•'1TIONIS CENT I::.I: *14*. I�I::.''JJ.. :;I ::.1:) 6/1 ::.Tt' T•l(:. I...(TI kAI ;i>I;i:T.fi>IYI:f.C.;'I...OAD ..:..... : EXIST.' :(:aI )(.a' . +. — ADDITION ('4'ii:c:`.t ) LOAD CASE DEFINITION DATA A •L.,C)Az) 'LADS. :I. 0 2 () :1: :I : :I: ;,0>0 000 000 000 „ 000 ;. 000 A :I.,000 ' ,; Ooo T.+ ,,000 1.000 DYNI :I. 4Oaf)... 400 • DYPI..»2 .600 .000', :.. 000 CSI/ETABS ~ EXTENDED THREE DIMENSIONAL ANALYSIS OF BUILDING SYSTEMS PAGE PROGRAM:READER/FILE:ROC1.0UT *** RIVERTON OPERATIONS CENTER *** ,REVISED 6/12/9() STATIC LATERAL SEISMIC LOAD ~- EX%S7. BLDG + ADDITION (+ECC) : COLUMN FORCES AT LEVEL ROOF IN FRAME : EXIST. BUILDING + ADDITION COL OUTPUT OUTPUT MAJOR MAJOR MINOR MINOR AXIAL TORSIONAL ID ID POINT MOMENT SHEAR MOMENT SHEAR FOr:CE MOMENT 1 CASE 1 TOP ~1"82 °03 -"12 "00 .()1 ~"04 BOTTOM ��°83 .18` 1 CASE 2 �TOP ,? ~"O( '~1°98 .03 .01 "04 BOTTOM ~.41 3"00 2CASE 1 TOP ,00 "01 �"17 .00 .00 ~.04 BOTTOM 1.98 .21 2 CASE 2 TOP "00 ~.00 . ~2.76 .03 ~"00 ,04 BOTTOM ~.57 3"46 ' 3 CASE 1 TOP "()O . 01 -.16 ,00 ' .00 -.04 BOTTOM 2"29 "21 3 CASE 2 TOP .00 ' ~.00 ~2"68 °03 .00 .04 BOTTOM ~.90 3"47 4 CASE 1 TOP °OO .01 . ....18 "00 .00 7.04 BOTTOM 2"68 "2� 4 CASE 2 TOP "00 ~.01 ^`2"96 ,04 .00 "04 BOTTOM ~1"32 3"63 5 CASE 1 TOP ....3.34 .05 ..... .13 "� ' .02 -"04 C � BOTTOM 5,19 .19 5 CAGE 2 ` TOP 1.8? 7.."03 . ~2.20 °03 -.02 ,04 BOTTOM ^.2"94 3,18 ` 6 CASE 1 TOP ~4.75 .06/ ' "00 -"O() . ~.01 7,04 BOTTOM 6,00 -,20 6 CAGE 2 TOP 2"69 -.03 .00 .01 ` "OO ^()4 BOTTOM _3"40 2.17 7 CASE 1 TOP ~4"49 "06 . .(). .....00 .00 -"04 BOTTOM 5.86 -°67 7 CASE 2 TOP 2°55 �.03 ,00 "01 "00 ~04 BOTTOM ~3"32 2.40 • 8 CASE 1 TOP ~2"57 ,03 "00 -,00 -"00 ~°04 BOTTOM 3"26 ~°28 8 CASE 2 TOP ` "37 ~^"00 ,00 "01 .00 "00 BOTTOM ~"47 2"17 ^ 9 CASE 1 TOP ~2.51 .O3 °00 ' -.00 .0{> ~"()4 BOTTOM Z�"22 � -.67 9 CASE 2 TOP : .36 ~"00 .00 .01 "00 .()4 ' BOTTOM ~^46 . 2°60 � 10 CASE 1 TOP ~1,7� ' .02 1"59� ' ......02' ~.02 : _"()4 ',BOTTOM ' 2,76 / ' '~Z.13 `' 10 CASE TOP ..�%4 ~.0�� ~4.36 _ '� .�6 . .O3 �� °04 ' 'BOTTOM � ,� �` � 4( � ��� 5.P& ' / ' ' C.: >:I ; /Gi.T'ftX +:> •.•. EXTENDED "('h•II: %;fia::. X):I;lYll:a•'I S:Ci:11Ylr•il.. ANALYSTS f.)I::' BUILDING SYSTEMS PAGE ,:, I''RC)tal:::fil'1;f Rl :i:Ax)I:i;R01:":I:L..I: ::' ,:l: (:)c;::l... t :)LJT :4 ** 1;:I Vliia:':T'c;)hl OPERATIONS CENTER < <:;< REVISED 6/12/90 /9 <) t: >TAT:l :r.; I...rt'r'I.:r;rtl... SEISMIC I...C)AX) •••••'•. EXIST. BLDG '4' ADDITION (+r:Cc::) .:- �:;t:)L..t.31YnYl I"'c;)I: :ili "ti> AT L..Iii:.ji:1.. Row :I :1) FRAME. I I.: :. ;; EXIST. BUILDING I(: + ADDITION Ca :)L.. C)LI "rPt.1'T' i:)t.JT'l::'t. 'r MAJOR i(:)l: IYIAJOR MINOR . r'I:I :IYI( :l:R; .ti < :I :ftl... TORSIONAL ID ID. t:''OJ.I :I\rr' MOMENT : I'T <al••ltwrd'! MOMENT SHEAR ftI :; I: (:)i :tt..1::. MOMENT :I.:I. CASE :I. TOP ..00 .01 1..96 .....02 ..0 <) ......04 . BOTTOM: : :1...98 ...2..35 11 CASE 2 TOP •.00 -.00 ... 5 ,, .10 .. 0 -.01 .. 04 . Eo'r " TC)IYI -.57 . 6..X4:1 :1.2 C'ASI::. :1.. • TOP ..00 .01 1..89 -.02 ..00 „04 . BOTTOM T'C)M 2 .. 29 . «2.36 :1.2 CASE TC)I: :' 00 .....00. ....5..2 :1 .,07. .....00 .04 BOTTOM -..90 6 ..17 C 13 CASE :I.. TOP . 0<) • .01 2.02 -.03 -.00 -.0 BOTTOM 2.68 ....2 .. rl•;:I 13 CASE .2 • TOP .00 ...0:1. -5.56 .. 07 ..0 :I, .04 BOTTOM, ....:1.32 6.69 :I.4 CASE 1 "OF:', ....4..65 .06 :1...68 ...02 .01 - .04 :I. CASE 2 .. F >� i -4.63 r -.02 .01 BOTTOM M 3.. i7 6.. :12 06 -- . ... <) :l. -.04 :1. ;:i CASE : :I. "CO)" •• °r4.9:1, ,. 0 <) 0:1. BOTTOM 6..:1,0 -1.49 CASE 2 •y 2 .78 , 01 BOTTOM "3.46 3.47 16 CASE . 1 TOP ....3..14 ..0k• . .. a9 ....03 ...00 -•.0/4 BOTTOM 5.24 73.34 16 CASE 2 TOP 1..95 .03.. ... .0 7 '«..02 ..04 BOTTOM -2.97 6.97 :17 CASE' 1 • TOP -.00 .01 3.10 7,01 . - . ..01 -.04 BOTTOM 2.79 -3.75 :1.'? CASE 'rtDI::P „00 -.01 • - -6.. X46 • .08 .01 .04 BOTTOM ..» 1..44 . 7.82 :1. ti3 CASE . :I. TOP ..00 .01 3.11 •••• .. 04 .01 -.04 BOTTOM 2..50 ...3.76 18 c:;F`i;: >li" 2 TOP .00 -.01 -6.18. .08 -.01 .04 BOTTOM - 1..:13 ' .. 0r4 :19 CASE ), TOP .00 .01 2.12 -•• „ 03> -.02 -.04 BOTTOM 2.23 -3.36 19 CASE :I TOP .00 .00 - 5...05 .0/ .03 04 BOT'r'(Dli !....83 7.00. AlZ. 1C J 3 IL C;f:3 /I;1'AX;tif;3 EXTENDED THREE :c) :I: I''ilii:.l 3 :C ON AL ANALYSIS t' •< SYSTEMS. ► .)r: X: L. :►:L..X):1:I�at;. a PAGE PROGRAM NREADER/F :I:I...I:. N RCJC:::I• ..OUT • ;it** . R I:VI»:I'':'TC:)I'`I OPERATIONS CENTER :I(.J..* • REV I :i31::1) .6!12/9O' _STATIC LATERAL ;al».1:;i31''I:I:C::_ LOAD 'EXIST BLDG 4. ADDITION' (• +1•.::C:;C:;) • - BEAM FORCES AT ,LEVEL ROOF IN FRAME tf EXIST. BUILDING 1):I:I'•R, . :ADDITION. BAY c)t., OUTPUT NAjc:)R IYIAjC:)R MINOR Ii :1 :IIC)r; r1X :I :Al... TORSIONAL II) ID I : :C)'I'NI'T' MOMENT ;:)I"IE(11": MOMENT ;: ;I••II::.AI :; . I• (:) (.l:. Ii(:)l »iI::.ItIT :I• CASE a. END-:I: .15 ,. 0O . ,7O ' ., OO ,,c)(;) . .. Oc END ...•;T -.11 .;00, 1.: CASE , 2 j:F.ND „ .•:I: 2.48 01 00 00 .00 .00 END .... 71.92 .00 2 CASE »: :I. END-:I: I:i:hIX>••••j 2 CASE 2: I:::hiX)•••,:T '3 CASE: :i• Ii: IsII)•••':I: : : :IslX)....t „ � C::A 3I:. 2 :I: . /1 CASE:: :I. • I:i: :1: '. c: A l»: .' END-:1: END » .'.T 5 CASE, .. 09 .. 00 00 .09 00 1.A4 . 0 :1. . C) () .49 . 00... • .12 „ .•u.L0 f�52 J.., 7 A.. " :1.64: 2.10 '4 6 CASE 3E :1.. 'END-.1• •:' ,. 5 ' • 6 CASE <' END- I END 4.'52 'l' CASE :I. END-:I: 2..90 El' IX)..„ J •-2...'79 • 7 'CASE 2 END-:I: • 64 END-j :1... (3 CASE :1, END-:I: 3:1. . • END •• „ j „ :I.., 81. • (3 CASE 2. END-:1: -7.33 END .26 9 CASE .1 I» :iii) „ •J: :1... > >;:i . . . I:I�IX).. „ ;r ... 1.38 9 CASE . ENI)° :I: •• „ .. 19. •ENI)•.» T -.20' C :.ASI :: :I.: . EN X)•'••:I: :I.. 7:1 :I. () CASE 2 I :IN(X)• I 24 : Is' I)....,r :1. 1:1. CASE :L , .1•. I lI) °,•:1: ,END 0 :I... .00' .00 u 00 ,0() .. 00 00 00 .O:I. ..0O ..'0.0 . 00 , 0:I. -..00 ..00 . 00 00 00 . OO' . 0 () 00 0 . 00 ., . 00 00 0 '. .,00 ., 00 OO ,. 00 .100 ., 00 .. 00 . 00. 00 MOO .. 00.. .00 ., 00 ,;OC) .00 . . 00 ,.00 (,)() . 00 .; 00 : .. <X) . 00 „0O 00 00 .. OO ..00 .00 0 () ,. OO i, O,) . 00 00 „0 •.00 00 00 . 00 ..00 00 O ..• 00;. .. 00 , .. ..00 . 00 .. 00 ., 00 .00 ..0p «OO 00 0(> 0..... ( )O .. 0(? .00. r OO ..00 . 0() T•.tl.::r'li FORCES AT LEVEL ROOF IN FRAME ;: Iii:X:C;:rr xi +t.l:l:i x):I:NR, •+• ADDITION C.:S I:/lii r•r,Ci {ii; .••• EXTENDED THREE DIMENSIONAL I: TC. NAL.: fihlAl...'r ;:fS ( :)l:: •x iJ:i :l.:.x):I:rlc i'ffi3TI::aY S PAC.il::: 5 I°'I••;;(')(l: ",lYl o Rl:i:Ax)liiaR/F :I:I...lii. ,, l: (:)(:;:1... (:)t.l'T' :4<** .R:f,VE:R'1°clN OPERATIONS c ;I :NI'T'ER Jn*%K REVISED 6/12/90 • .i3°rtl "r :cc; LATERAL SEISMIC MIC; L..c:ir,x) •••••••• EXIST, x•LL:.x)(3 • +• Ax)x):r.•rr.c:,NN c +Ec: ;C DAY OUTPUT OUTPUT MAJOR MAJOR MINOR . MINOR AXIAL.. TORSIONAL ;IONiAi... ID 'ID .POINT. I:NI'T` MOMENT', aAEAR I''I(JIYIEi:NI'T SHEAR FORCE (:;I MOMENT :I.:I. CASE 2 Iii:Nlx);...;I; 5.58 ;.03 ..00 •..00 ;.00 ..00 Iii:NIT)••••.,T -3.99 ,00 :I. 2 (:;f1Slii :L END :►: -1.01 .01 .;00 00 .00 00 END :I..:I.t) .00 12 CASE 2 HIND-:I: 2.76 .02 .00 .00 .00 .00 END-!.j 3.02 ..00 :I.::; .. crt 31:i: :1. END-:1: a .; ; >';' - . c) a: .00 .00 ,00' . 00 END -4 .X.11 . 00 :I.'.3 CASE 2 lEND-»:1: ;'+. 3J. .0 :I. .00 .00 .00 .00 ENIX)•.- T -3.06 .00 14 CASE :I. END-:I: -1.52 END .. j 2.24 :I.'1 CASE d» Iii:Nlx)•••• :►: 4..:1.( .0:2• . END ..» T 6.16 15 (.;A::3L: :1. .END -I• 2.96 ENlx)....,;r • -2.75 :1.5 . CASE 2 • I:NID•:.•a: •••:1.67 END ... j 1,, :I.6 CASE :1. END-:E 3,;28' I» Nlx)....tT ..- i4.33. • :16 CASE 2 END :1: • 71.86 END ••j • 2.46 le CASE :I. ,END • :I: 1.5 • I :NIx)..- T, ...:I.. 52 18 c;A;i31E:. 2 END'- i; -3.20, .END -j 3 .. :1.7 2.25• . :19 CASE : »' Iii :Nlx) -^ :I: • li "hlx).. j 6..27 .. :1.9 CASE 1 END-:I: Ii NIx)....J . 0.I. ".01' 11. CASE 2..98 1,7 2 END-:1: °Fa•.^L 7.0 3, END -j 4 4.66 .00 .00 .00 .00 .00 .00 .00 ..00 00 .00 .90 ..00 .00. .00 .00 .00 ,;00 ..00. .00 ... 00 ,. 00 ...00 • .00 .00 .00 .00 .QO .00 -.00 .00 ..00 00 .. 00 • ..00 0t> 00 . 00 .00. .00. -.00 .00 .00 • .00 . 00 1,00 00 H 00 (::' i3:l:i'I:i."('r"•i %it::3 •'•' EXTENDED 'T•I ,.II•R ;li::l:i. :() :1:l»Il:i:h1::3:I:(::NIf•`II... (1hIr11...Y£i3:1:;:> OF BUILDING SYSTEMS PAGE PROGlftir° M g Rfi;:(1X)I:::R/F I: L..I::: f:ClC i N (:a(.1 *:J * RIVER TON OPERATIONS (:il:: :itl'T'I:: :l: :F: >(>K I';I?i: 6/12/90 STATIC LATERAL SEISMIC LOA > •'••°'. EXIST. BLDG 4 ADDITION (4I:::(::(. W('l l... FORCES AT I...i;i:'VE1... Rpm: IN l'F; :AIYll : s EXIST. T N Xif(.1:I:L..D:CNO 'f• ADD:I:T:I:(:)N C WALL .OUTPUT. OUTPUT ID • ID POINT BOTTOM. rOi 1. :1. (:.A£i31 =: 'T•(al''' BOTTOM A:. CASE 1, rrlF: Jf:;(:l'T' T'OiYl Cr("i£i3E :4: 'TTOF:' BOTTOM X:s(:l . T .. T . (:ll''I Jfi;( :rr r OIYI 4 CASE: :1. "('CIF' t 2 13' lfit(:l r011 4 ;i31ii: :I. 'I' OF' B TrT011 r . . E3(.)•r'r(.)IYI > CASE: :I. TOP BOTTOM 6 C E 2 r'CIF' a:. +cTr'rc:alYI 7 CASE :I. • TOP BOTTOM 7 (A£:3i 2 'TOP BOTTOM 8 CASE :L TOP BOTTOM 8 CASE 2 TOP BOTTOM 9 9 1 +(.l'r 1 CAS 3h: 2 T01::' X or 10 CASE :1.0 CASE :I.:1 CASE 1. "('001 1Ct (J'r 'r CI IYl 2 r(ar' zi :(TT' T•(:llY! 1 TOP BOTTOM MAjOR MOMENT -1072.92 1192.17 -7632.63 5609.77 958.73 1308.73 -1845.75 74148.94 4989.77 3683.'68 -3039.03 -7911.79 79 10489.73 -444.15 578.31 252.25 3656.72 600.92 „00 8978.58 .00 -5099.34 1734.78 887.33 -629.96 89 :1.0..39 £:30 `'TI'S ,. N G. \. -3310.10 ,.:I.O :1.220 „43 -1847.78 4144.24 7905„69 • 15643.06 IYI(TC3F4 SHEAR 11 .10 ' 1. . .:1.92,./9 :1. ::53 „ :I.9 -22.80 - :1.5„46 44.,80. -32.95 90..2() ;'.51.0:1. • 23 N V �•Y -13.13 44.0:1. 2 1:1 19.92 • -7.44• -20.18 27 „36 115.83 ii :l :Itil(:>l MOMENT 1 00 N00 .. 00 N00 00 .. 00 ..00 .. 00 ., 00 .. 00 ., O .. 00 ..0() .. 00 .. 00 .. 00 .. 00 i, 00 N00 0 1 00 .00 1, 00 . „ ., 00 ..00 ••.00 N 00 • .00 00 „00 „ 00 1100 .. 00 ,..00 , 00 . 00 4-314J 314 MINOR l(.11•'; SHEAR ,. 00 .20 .. 0() .. 00 00 .. 00 .00 -11.43 .00 -5.27 , 00 „ 0() . 00 .,00 .. 00 79.27 5.27 .,00 „00• 6.94 (0 „ .20 -9.13 N 00 3.34 3 •. „ 02 11.96 w00. -14.10. • ,. 00 AXIAL.. (LlRS.I.(.lNAlL.. FORCE MOMENT ....4„60 „00 ..00 000 „ 00 „00 ..00 .. 00 „00 .. 00 1,00 1.00 000 .. 00 000 .,00 .,00 „0O .,00 .00 ;i3a:/'i:i '('f',B£i3 EXTENDED THREE X) :I:Mlii ;I'•I£i3a:i;)hlfitl... ANALYSIS t:)I::' BUILDING SYSTEMS I::'AG)li° G:'I:::(:)('r)I:::(iM s RIii: AX )Gi:I:: /l: :I: L..lii. n RC)C :I.., OUT *** R I:VI :f:1"t:)hl OPERATIONS CENTER *lti* REVISED 6/1 2/90 STATIC I...(1T'Iii :I'1!`•il... 3lii :a :;31''1:1:(:: •L..C)(ii) . EXIST. 1 { +L..X)G) .'4 •AX)X):I :I :( :)I I (.•• }•E (::(::) WAL..L.. FORCES- AT L.aEVliia... I:R :( :)C11' FRAME EXIST. BUILDING •t•• ADDITION WALL.. .ID IX) 12 I 12 1.:f1£i31::. %. 13 CASE 2 14 (::('1£i3E :1. 14 CASE 2 (::A£31i :I. :1.5 .Cl_ • :1.6 CASE 1 :16 CAE C)LJ'T'r :'t.JT i::'c:) :1: hIT' 'ror : X: {c :i'r'r01Y! TOP BOTTOM TOP Xs(:)'TT'C)l I . `r(:)I:' BOTTOM • TOP BOTTOM BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM TOO X:;C1'TT'(Jll • 3359.77 -1598.70 :1.272 :I...8' 24481.74 -14353.66 12725.71 3099.41 12209.30 :I.£:3£i3::5,7 1 :1. 2663 .. 66 "1208.25.. SHEAR 35.96 70..20 132.74 -38.23 :I.O::S..Fa :I. 19.'12 .. M :C N(:)I:;: • • IYI(:)IYIIi: :iI'T' ..00 ..00 . . 0<) 00 .00 .00 .00 . 00 .00 .00 ..C)0 400 ..00 ,00 00. .00 ..00 „00 .00 00 Aa.KJ 3 ..00 9.20 . 2.13 .00 -2;.11 .00 12..97 000 •• :1.0..11 ..00 8•.0 :1. .00 -11.96 .00 :1.4;. :L0 TORSIONAL •I'I( :)IiI :I 'T' .00 .00 .00 .00 .00 00 0< . ;. 00 .00 00 00 C • <;; <;;< Ra:'•,'Ii::R cJl'Fi :RA'T':I:(:)I+S r. :a:iNT'li:a; y, <: REVISED a %:I, ,''90 STATIC LATERAL £:31:: :1:£:31''I :l :( 1...c:)i•+1X) -- EXIST. BLDG .4' ADDITION N (....l:i :(::c VIA1...1... 1"'01";C:1:::1:3 WAI...I... OUTPUT T ID .I.1) :1. CASE :1. c3: 2 CASE' 1 TOP BOTTOM 2 CASE TOP. BOTTOM i' CASE J. TOP BOTTOM CASE 2 'TOP X:30'T'rOM Xi{ o rr 011 r.{ CA1:31::: 2 TOP' Barr oil C:A1:31i :. :I. 1:401''r01Y1 C.r13G:: 2 'TC:) X +ca'r'r O11 <fa (:`,f1£ :31. :1. TOP BOTTOM 6 CASE 2 TOP BOTTOM '7 cA 31::: :1, 'TOP' t.)'r'T'oil '7 C.()£:31. 'TO I"' B01 "T( :)IY1 £: 3 8 9 9 CASE :I. TOP' BO'r•'r( :)M CASE 2 TOP Bcyr TOM 0.(11:31::. CA I::: 2 At LEVEL V.11:: :1... 1:;c7c :)1'' X: +017011 TOI Bc :)'T " r'OM :1. () c ::11£31;.: :I. 'TOP' E{c :rr'r( :ml . X: + cxr'r'(:)11 MAJOR MOMENT li :l i'r -299.25 -6389.20. 35918.67. ....7£:309 .. ;'.'I(> 22£i30£3..04 1£:3 :I.6'..:I.2 1903. 52 729'080 :1.149..06 -3473. 53 r4 :1.76.96 1 �5:I.0 .. 02 '« 1640.120 • «65170' 19 . r r 1. c 3 �.3 ,. .. 76 . 0\) 7065.1 64 . .06 -2035. 06 :I.,:'• :1.9 5y 11 M .{.. ;:1441.60 -1925.22 )/ t 7 96« :1 !t 4 £:36 •«20:i.0,, :1.6 95£:3.. ,:ti:l.. -1141.59. -1132 .2q 3320 ..34 IN f :'RA1''ll:i. t: I:: :), :I :£:3'r'.. BUILDING •{•• f•1X)XI :I:'r':r(71••I MAJOR :SHEAR 207039 :I.;:i0:09 37. 50 -349.52 3.94 455.10 141085. -184.70 0 • 77£:332 .. fa,:T :18 . x:'877.. 6 4 • ... 34.64 -14;,06 :17.4; -4. w1,:a 4'7.65 ii:I :l'IC)f MOMENT ,. 00 ., 00 .00 •,. 00 ..00 00 00 ,. 00 00 ,. 00 00 ,00 . 00 1100 ,. 00 .00 .. 0 ..0 ..00 .00 00 00 .0o ., 00 ,00 00 .00 „00 ,. 00 `. .. 00 ..00 .. 00 .. 00 • .. 00 ..00 ,.00 . .00 ASK LJ 11:1: : :: £:31••11:::1 is ..00 ;, c)9 .,00 1 00 • . 00 .,00 . 0c) 00 00 ., O C► • ••• .. 30. 2 ,. 9 F.a . ....90. 00 AX :I :A1... 'T'0R£3a :c.)I+IAl.. FORCE MOMENT 3. 40 ,. 0C ' «'' ., ()£.3 ".1. :1.7 93 .... £:3 ., :I.0 4 .. j . 3 () 00 • 00 ..00 6'..:10. 00 «:1.., 3'7 00 -1:3,, 00 2 1, ():I. 9 ..'10 ..00 '000 -11 316 c)•,: . « at: ()C 0C 0r. . 0c: (,) c: u ., 0 C ,, ()c: .0C 0 r,; 0 0C 0( 0( . 0c C *Y {c I ::l :'Jlii:I:TO NI OPERATIONS % CI: :l ***• II:/(: ;:ilii:.O cSs,':L:r•':, /' 2O • . :31'A'T':I:(:: I...(i'T'Ef%;r•"•sl... SEISMIC I...(:)AX) •••••••• 1 :X;1 :8:3'T'.. Xi ;I•..T)(3 • {•• ADDITION ( •I:::(::(::) . WAL:.L. I''(:)I'i( :.1:::i:i AT L..lii:Vliia..: l: rjOI: IN FRAME t; EXIST. BUILDING :4. ADDITION ° ' OUTPUT OUTPUT • I'ir'i1T0I°ti .MAJOR MINOR' R)R MINOR AX:I:('i(... TORSIONAL ID 'ID •. P'•(]:1:P+1'T • 'MOMENT• .SHEAR •"•tl i''IC)I"Ilii *I'T SHEAR. FORCE MOMENT 11 (::(18331:" :I. ' TOP . 6 s20..'•i'8i3. :1.03..91 ' . OU .400 ,..s BOTTOM 11582.81.. ,40 :C :I. (:.nS1:3: 2 . 'TOP ....2s82 „ O :ti '� „,:)<.; ,. O�> .'00.. —4.70. .'00 r;BOT'TOM_ - . . ..00 •1.4 (::A;:31: •:I. 1'01 .114:I...683 • 3..66 ..00 '.00' 9..46 •.00 BOTTOM ..., rp ; „ 4 5 .00: 12 CASE 2 .. ,TOP 0555 ..4i 107.88' ..00 .00 2..13 . .. 00 T'O 17(452..91 ..00 :L;:i ( ::fl <31.: :I. T'(:)I:: "..5627,',63', • 160.15 .. OO 4)(? -2.10 0(} . ..BOTTOM 27043.07 . . OO . 13 CASE' . 'TOP• s`:31:3 3...0�:'. 90..0;° ...04? 4)4) 12.96 .00 BOTTOM l 97 7 .. 4 3 {:� . O0 :I. 4 1':'1`3.313: ':I. - ..TOP :I !s8:3�.. .. .;, 0O . • . . �4 "? t)4} BOT'TC: M. « «$07;:_�.. Orl • ..00 :14 CASE . ? . . TOP —7685.49. 88.24 0O • .. 00 "1' ..:1.7 .00 BOTTOM :1.03 :1.0..7 :1. ..00 15 CA 3li:: :1, 70P 83/4 .. 71 .:I.2 .. ;°tici' . ' . BO'T'TOM 1722.08. 15 cA::;E: • R TOP 999.00 —7.31 . BOTTOM" _.499 :U 04 :16 CASE 11 . 'T'OP 1100 :1.7.,2L 1100 .4)0 BOTTOM 3:5.1.83 .. 6.1. :16 C(1',•:3E .2 TOP 00 " 3 .. ",'/4 00 BOTTOM "763.76' ., .. 00 J ..00 ..00 ....9..40 ..00 .00 4)4) .. 00. :I: 1.. 10 .00 '., 00 '400 3► 00 *»c:l< r;:r, Vii:RTc:arr i:lPl:.:r ;ra'r•:I:(aNS j::c: , ** 6/12/90 STATIC LATERAL i•I :I'(I MI ( 1.,.(:aAX> ..— ADDITION • (° }•EC ) -WALL FORCES AA`r' L..I : ::VI:::L.:. ROOF WALL :I :X) :I. • T.X) l'(a :ci rr CASE ...".1 • 'TOP X:i(a'T'T'C31Y1: noTTsmr.. IY1r�,:rraP� MOMENT • £.345«39 2:1.90..66 "3698.70-. 40083.77 6171'.52 ,IN FRAME :. „ AX)X): :'T T CNI . I''IA;.TOR W.1 :llC)I • l•II (1R MOMENT rr• , , . 4)t) oo «00 .. 00 11:1 :1%I0 R: A1 : ..p() n)4 :1: AL.. •T'(aR£:3. :1: (ahlAL.. HilWririwr ,.�;: ; .. 00 :1. :;::.. (::A£:3I : :: :I: 2 CASE 'TOP =' E (Y TOIYI X' OT'•r'(. M • 11 (:'(1£:31:•:: :I TOP... E4c)'r ToiYI :I. :I. (A3f :: ::<•', r'fap' Xi ;o'r r'( :IIYI .TOP. 7t) ; ., 07 • • "17 pstt(:)IYl .. —2925',. 81 . TOP —4412. 0£:3 • 95 .: 6 pot tsm :13019 • :13 (::Af3I: :I' .'T01 " .43 85 «X32 HOT TC31rl 13069:. 82, :I.;.y (..(`itai . T'01 "4437..06 (14 „77,- DOT TOM • 4 4695 .. 62 12 CA>Ir'. 12 (::F'i : :: • 14. (.F';” >I :: I. ['.0431 : :: TOP:' TOP X: +CI•T.T'( :IIYI 30 sO stir .. ..: :1.998 .41•. - 6412..96 3 7 '7 « 97_ • .2.9 : I. • 970.86. 443 .. ():L ;7 ; 5 :1 • .. 00 00 .. 00 .00 ..00 90 ' QO 04) 04) 4)4) :. « Qt) .. 00 00 ...00 ;. 047 4) 36 «..£:3 ( :3£:3 .. 04) :I: 0 ;.:I.':'+ , 60 -- +'4 • 00 Ea%l ., 00 .,00 .. 00, .. 00 00 .. 00 ..0t) , 0t) 00. ,. 00 •:'F:r;:l< f;a:'IJI:::f ;T't (:)I :'Iii:r;f r:I:(:)hl a c::I:i I'T'I:i:f; :'k:l<:iti REVISED �:�r':L+ "' r90 ' r(,T':I C:. 1..:�1'T I I (tl.•. • £:3I I: £:>Ii I (:: LOAD )a:'T:f c:)N r: I t::('., wAL.:L.. r"(')f;(:ai;' 3 AT: L..I:i:'Jl;ia... Roar' :I:x> :1 :x) 01: hl T B01'1'01 I: {(.)T"T'(JIYI Li O r'r'('.)I *i'. • (':fit£: >G:. `•'. 'T'0f? :I.:I. :I. :I. t:;f•t31;i: :I. x:{cr x 01'1 2 :'T't:)h'.. (:)1''T0 171 :I. 'T'OP' x:+0 'ITT C.)1YI x:s (:)'r'r c :) Ii .9E344..47 9£:329 n .:tF.Y 6650.11 •..;) ro 90 29 5786.58. ; v. . ' 563 n 00 • 1650V.,44• .T 5762 47 BOTTOM :I.3; >44..69 T OP :.:1.7£:3F >n99 Bc:)r'rc:i1Yi • 4a. t3,,£i3£i3: AX)x) :l:'r :r(: N :I.2 „ray „00 ,.00 IYI ]:MC)I : SHEAR' „00 00 00 00 11 00 :. 40 „00 : :.. 5£i3 „t):I. 00 ...:< „i► PoX:I: Pol..: 'T'.(:)R£i3:I: (:)1`•Ifl1... • • 11(:)IiE•:ItiI'r a. • „GO , ,00 c) ,;00 ;, 00 :I.? CASE 12 CA8E • • .'T'(:)r : Xi;(7T” TcOIYl "t'i:)F:' n00 00 ,,00 00 41, 2 4 ,100. .. 00 00 00 ,100; , 00 C 7 (:;(1£iil.: 32.o *3* F; ::I:''E:r;:rON (::Ia:: l:;:t: 'r:I:(:)hi£i3 CENTER ,itlr:(<: Rlii:'J:I:£ii;Iii:I >. 6:''12:'90 STATIC LATERAL TERAL.. £ lii: :l:£i M I C I...OAD EXIST.; .; Iiil....l'>G (.4-EC(:; ) WAL.J... FORCES AT L..lii:'Jliia... ROOF :Cl l FRAME s EXIST. BUILDING UJr•'11...L.. c)(.1'TF''(.1'T' (:)(.1'T1"'(.1'T' I"lA TOF4 IYIf1j(:)R . IYI:I:IIC)F: MIIR:R AXIAL 'T'(:)R;i3:C(7hl(11... ID :1:I> POINT MOMENT SHEAR MOMENT ll' 31- Uii:(1R FORCE MOMENT :I. CASE :I. 'TOF'' 2089.46 75.:1.6 „60 ,00-. 2 „ 96 '.00 BoT TC)1''1 17922.86 .00 :I. (:;(l:3l:: 2 1'(:)I••' 71589.77 112.34 .00 .0() 71.75 .00 BOTTOM 21326.71 .00 A CASE .I. TOP -2168.21 162.73", .00 .00 -2.85 .00 BOTTOM 31029.69 ..Of) 2 CASE 2 TOP -9821.93 60.64 .. 00 .00 16.50 00 BOTTOM 2549.57 .00 3 CASE .I. 'TOP :1.:1.90.3\ 3 -14.84 .00 .00. ..'..W.05 5 .. 00 BOTTOM ....:1.936..98 ..00 3 ( ".ASE 2 . TOP -4864.50 50,34 .00 .00 0.96 ., 00 BOTTOM 540::1 ;.12 (>0' 4 CASE :I. TOP 6875.59 ...50..83 ..00. ..00 :10,.78 ..00 BOTTOM ....3493.94 .00 4 CASE 'T OP -16315,73 154.36 00 " 00 • 2:I 22 .00 BOTTOM 15174.33 0() t CASE :I. TOP -555.95 6.27 00 00 :1.:I. .00 BOTTOM 723..88 .00 ;`T CASE 2 TOP: 292.47 . .00 ,. (>(> . ••••16;.:1.:1 .00 BOTTOM -380.82 . 0O 6 CI "1fi)(: I. 'TOP • .1,324, 38 28..93. ..90, .00 :1 :1, ,.61 ..00 BOTTOM (4'' '.00 `.6 CASE » TOP 696.73 -15.22 00 ;. 00 '6.11 I.:I:. .. 00 BOTTOM 72407,",95 . '.:,00 TOI"' .00 55 00 .00 00. .00 BOTTOM 112 38.60 00 7 CASE 2 TOP 00 ...28.98 00 00 .00 ;.00 BOTTOM -5912.39 .00 8 CASE 1 TOP -2638.97 23.13 •. .'00 00 £i3 .. 94 .00 BOTTOM 2080 ..2 8 .00 8 CASE 2 TOP 18.94 .'7 ..00 00 -5.01 .00 BOTTOM -541.77 ..00 9 CASE :I. TOP ••'2609..76 63..82 .00 ..00. • -10.88 .00. BOTTOM TOi l :104:1.0 ., a6 .00 9 CASE ". TOP 561.81 ....-10419 .. 00 . ..00 2.52 .. 0O BOTTOM -1516.91 .00 10 CASE :I. .TOP .00 -9.27 .00' .. 00 .00 .00 BOTTOM - •: 1.890..7£13 ...00. :I.O £:;(1£:31:" :'. TOP ..00 22.75 ..00 .O0 .O0 .00 I:i( :)'T"T'OM 4600.35 . ,, 0O . C J <)I<:i< l :l :''Jlii :i•'.'T'(:)I•`I OPERATIONS CENI'rlli :R ,4.*X< . °,'T'A'r:l :( :: I..•f1T'Ii1:RAI... ;i311i. :f„i3IYI :E c:; LOAD- Ei:x:l :s'r.. El...DG) •I::c:;(:;) IN FRAME EXIST. BUILDING WALL.. FORCES AT L..Gi: ROOF • WALL C)(.J'T'I°'(.1T OUTPUT :1 :.) ID' POINT. :I. CASE .1 TOP BOTTOM 2 Calii3lii: 'I • TOP 2 CASE 2 TOP BOTTOM i CASE :1. TOP BOTTOM ;'',"> ( ::(:1111:: 2 TOP BOTTOM 4 CASE: :1. 'rC)F BOTTOM CASE 2 . Toe BOTTOM ;:i (::8£13111. 2. • 6 CASE I. CASE 2 7 CASE. 3F. :. :1. :rcaP BOTTOM. 7 C.8£131. :. 2 TOP BOTTOM £:3 (. ".A &311: :1. TOP BOTTOM £:3 CASE 2 TOP BOTTOM 9 9 'T'CiP BOTTOM i ToP E ( :)'r1'c:)IYI TOP BOTTOM TOP Bo'r'T011 c::8c:>1:: :I. TOP BOTTOM X:{C)'1 :L() CASE :I. 'rOF' BOTTOM 10 CASE 2. TOP BOTTOM IYif11.T(JI•'i MOMENT T' 3766 .09.. 13725. ....3(60..56 6 2i.�'/,1.. 52 A .._/4! 79,.04 31895. 50 -6808 .. 28 1167.30 62 :I.„ :I.6. -0153.04 4647 .. 2 :I. ::i026 92 "1801 . 04 -14001.59 13058 0'' ' 20 '••:478.. 50 :1.96..04 3942402 467.01 • .60 9679 .. 09 ..0c> 3963 .00 -2572 ,. 28 1972 .. 90 -64 .. 42 -007.. 54 -2.487 . 30. 9997.23 40£13 .. 74 ....1000.. 50 ..00 • •:1.249 8 ..00 3838 ,. 49 MAjOR ;131••11 =:AR :l.4..27 1.78 .80 40 43 . :I.4 - 33..47 13'2. .)GS . 5.40 24 N 9:L :'I. �47 "� 4w3 22.28 61.20 76 «91 -6.12 REVISED ::(> 6I:I.:l .'• 0 NIOR MOMENT T' ,. 00 o 0<) .,00 .00 „ 00 .. 00 .. 00 0() ..00 ., 00 „ 00 .. c >0 00 00 . 0 () ,. 00 ..00 00 .00 .00 .00 ;, c >0 ., 00 .,00 .. 00 ,. 00 ..0<) .. 00 .,00 00 . 00 ..00 X00 0 >0 . 00 .00 ,, 00> MINOR SHEAR ..00. A 6 J 32o .. 00 • ° 3 ,. 38 00 -2 . 26 • 00 .. 00 ,. 00 ..00 :1.5..76 • ••8 ., 09 0 :I. 8..34 .00 -18.17 000 10..00 .,00 4 „09 ,. 00 71.0 00 09 .. 00 .00 .. 00 .00 £3 .. 2 :..0 ..00) ° -4..08 00 •:I.0 „35 00 :I... £136 AXIAL TORSIONAL FORCE MOMENT • 4 .. :I.6 .. 00 ,. 00 .. 0(0 „ 00 00 00 00 ., 0 .. 00 00 0 0 . ..00 000 000 ..00) 000 ..00 ..0c; 00 ..(>c: .. 0 (: C PROJECT � 1 V E-21rrJ DP EtpAis CarTZ ANDERSEN • BJORNSTAD • KANE • JACOBS, INC. CONSULTINO!NOIN!!RS SEATTLE, WA LOS ANGELES, CA ANCHORAGE, AK SUBJECT L_0 r LOS — NEPA. IN \A/4 L LS V/0 L.�. Q, 20c. 20¢a ROC 5 v5 31 Id1 1311 68 I7.3 1214 50 21 1 5 132. G P.-:u <o SOO cw.0 2g 13s3 SS Ise I 23 €T, c " I 15 1 207 Z 12 Co. 1 53 3 21 9S 4 123 co s 10 5 6 17 . 23 7 28 q9 S 3() 20 S 38 5.4 10 17 27 H 52.5 114o 12 103 108 13 IS? 133 14 4 7 1 0 to ►5 1 5 I S 1(0 • Z2. 1°) C I TY Acv (2.17. . 2 3000 PL J 0 P/c,. -L 1 23 ►sa8 0, ?sr) ( ;;; t (230oo) 8100 Pt-0 (.7 S64 (60,0©o)) PROJECT 1I Z7 P- OPerz otis C -rZ SEATTLE, WA Z ANDERSEN • BJORNSYAD • KANE • JACOBS, INC. CONSULTING MINIM SUBJECT I o �-o (. S � I--- a T C-IZ Art. (_ s - i� a p r+ -2.AG r+ �t1'E- Prb'Z -S V IA•. ' L 1. Z.07 K Z 3 + izo 53 K t 2 II ANCHORAGE, AK AIaPI44..44 DATE/ / 62/2 1 go BY s ,Z X92 i+sys REtAJq^2 R►Jen -S - PL.A-J i rz R EcboLAra I Dr re Pe 3. .' L Are 6iit.Arts rr% co oS 4 G 0 I. L c.es c a.J N err 024,.-a ../A8 L6' C mess I cia.& 8. ** R:CVEF :TON OPERATIONS CENTER *** " REVISED 7/''.;/90 STATIC. LATERAL "SEISMIC LOAD —. EXIST. BLDG + ADDITION (HECC) FORCES FOR WALL ID LEV OUTPUT. OUTPUT ID II) POINT: ROOF CASE 1' TOP BOTTOM ROOF CASE 2 TOP BOTTOM WALL FORCES.FOR WALL LEV OUTPUT: OUTPUT ID ID POINT ROOF CASE 1 TOP . BOTTOM ROOF CASE 2 :TOP BOTTOM MAJOR MOMENT —889.90 1498.76 1069.07. —672.18 15 . OF FRAME e EXIST. BUILDING + ADDITION MAJOR MINOR SHEAR MOMENT'. 11.71. 00 .t »)t) * ** RIVERTON OPERATIONS CENTER : ** REVISED 7/3/90: STATIC LATERAL SEISMIC LOAD --- EXIST BLDG: H-. -i- ADDITION (+ECC ) ID 16 OF FRAME 2-EXIST.. ; BUILDING + ADDITION. MAJOR MOMENT . 00 ., 4562 .21 .00 - 1415.64" MAJOR SHEAR 22.'36 MINOR MOMENT 00 MINOR SHEAR c: o .00 13.71 :. . MINOR. SHEAR. . 00 AXIAL TORSIONAL FORCE:: MOMENT .00 1)0. AXIAL TORSIONAL FORCE .' MOMENT. .00. . .00 c,)t :) . 00 PROJECT Q P E'17 -f4-in aft) C1?_ ANDERSEN • BJORNSTAD• KANE• JACOBS, INC. CONSULTING ENGINEERS SEATTLE, WA S UBJECT ( L. Q L. D , LOS ANGELES, CA ANCHORAGE, AK 7,53 II 4 C-a 4 '$ b — S S 3 GO s I z 90 r �� V u LAG - L 3x3 LEDGER -T O P/c... N s = 1 I S P LP " - I . - 1 ( 1 . I i 4 4 1 - )( t..0) = S 3 Ofl PL. Ia -4 ,a••+c b1 z Ib9L rS , S . 4 4 )( c, O . O ot') I 800 L ( S 63. Do x . 4 4 I�sseo b I S O L. I (o 18 O 3,0c / ch-IS h . p+4 .e -e �'- 13 o c. c� 3 I - O I I p, C TO P/C LJA� . S . 3 x e �� 3 c /, - . G S 8 s0 .3 �--v o� = I, 40.0 '. rr,s s DID Qa Z II G p,. c. DATE f ece/ 2.40b0 ev 5 •••■••••" S' NO. (,) tt. 44 8 3 Pc.F C PROJECT I UER,Tb kl Q P 1LAin Gds C. ANDERSEN • BJORNSTAD • KANE • JACOBS, INC. CONSULTING ENGINEERS SEATTLE, WA ANCHORAGE, AK SUBJECT #4, TS At. L o Ads P R. Lr .G "-s P "E�... 5 GL 3400 Pr 7c. 2 •i9-' F-1 L. a r r _. 19 (1"1) 354.4 - P 2t*rr „ P 4) E 1 2 ri - P e"R I 384 (3IZCo3o) S Zoat) C� 3 r L. _Se t SI •-" P L. r S tke ratzz'"0 tM) 1 t- aR.w,t, ;, Loaor I r�J . , °) 32.1 �'Y1ca C Ms 3612 4.04 3.5* L a se-4. /„ 3Z. Li- 3,0� �' ► 3� OATP By C.- S 2S' C ANDERSEN • BJORNSTAD • KANE • JACOBS, INC. CONSULTING ENGINEERS SEATTLE, WA SUBJECT 4T E.2 . L L. O aO c , PrzE.ca -ST PPefo As P Lien t r pc - r I u n1 S I . Viz. r . s 6-eu c,C L' Q L 0 c A-1 o•J (kg M ,,,,. I s L Ess r►tiaa ,4 � . 2. -11 � so Ps.') + I0 1 (.s4z PC ) = > S4O t.03 ' )8 40 PSI L.s Xa Vac - aL_Trez9N 4 -r a DESi6 iJ SLEtu11&9- 1.4) . 24,146Z) .Z 3.'LS IZ > 0 hi ANCHORAGE, AK O 0 5 13 � M A % 0 A •,5" C.2 X 6000ox3.Z.$)( � 0 1^ *3 82.5 L6 1,u PROJECT M �� s T - /fit r-- 1.1( 4 `� s J s�o `,-.- I? -- 1I jr m. rOlJ QPa-RA -TORS • 1 (3000) = I2.. Psi 28►) rra �s 3.27 < .‘/°b = 0.0t2$ 9-k— (,n0S►3)( 0, ocro) 1 D.5'°3 (,5 00 o) 2 < 10 G oA) ".r-1%) 11) L O o I s u to Vern -. AP w I c rue o-r R 61•111. i M4 P 1. vs 4") t c.R.6 'dvd e0 I 1-mtvn.x. rp DATE 40/ 7. A O BY S SHT. 3 2 �o pis 85 1 .� tfoa�� = 4.2s use 2 (4-�. ,= 2 (I� C ANDERSEN • BJORNSTAD • KANE • JACOBS, INC. CONSULTING ENGINEERS SEATTLE, WA ANCHORAGE, AK 1Z N./ (.� Tor.) OPT, Qa SUBJECT Al MIZ+o-c_ L. oPras -- 49s.-tr �a+ IP E. CA SI ?Ai.) &L. Desk G S e*.) G.TI4 o V/i Ai 0 SeIs w..,c. ( ! OO w+ P (.4 E.1' C) al s (1.1)( elFy 51 5l (',z)1 8 • PROJECT (1.1);41e,)\. = (1 PcF Mk (11)1 2 3Z / MAYO BY L ��� s317 G3 F �..� .! R I VEF,TON OF ERAT I CN2 CENTER. . PF E:CF S'T. PANEL ,DE;ci:1 Oitl --.P DELTA L n •( )Mn *Lc ":21/(48E'c*Icr) •Ase= (F'o tAtI<Iy) / f ::-.(As%lif )'/( „35 }31 *fc' *b) Lc� 204 in • E c= 3122000 1 I • n= A,- fc'= 9 tic i n 100(:) lbis Mr) _ 7554 C= 0.28 in ('Is(' 0.•2 5 C in 2 n :2.86 in F~' DELTA. Flu = .1u4*(F'* 44 • /2 SEISMIC Mu '== :i 4?�SEISMIC .P'I TOTAL Mu • PHI: Mn 1 4 re! D. * * * * * * * * * UNFACTORED ED MOMEINTS .! * t'441 4; *( sic F': DELTA Fl = (F' LS )'1) /2 = ,L4: "C) SEISMIC M .- (:) 6()*Cw *(L."•_')/F3 20008 WIND lYl wind(pSt) (LZ•) /i3 ********fit *'* FACTORED .MOMENTS ` . * **:k c>k * (%k> * • r: I VER rON OPERATIONS CENTER * * * ;;t * PRECAST tiECAS'T I :'ANEL. DESIGN ....... DEAR I raft; WALL 0 n :: Mn *Lc' /(4EEc*Icr Ic.r•:..n*A4se*(d - -c.) 4-(lac 3)/` (=rse= (Pu- t•As*f y) j 1`v c- ((as*fv1/ ( .851:31 C'fr_ *h) L c 204 in Ec4•• ::122000• lbs .As= . c..1 . 4 sc.L.in fy= 60000 IDSi 5000 osi P::. . 4920 1 bs Mn= 72336 4 #—in 0.55 in :Ass= 0.54 sq in i• ar'= 35.97 in'4 • •4 n =• 2.79 in. ***** **** *pit UNFACTORED MOMENTS ************ F' •DI' i_ rA N = (P*( 0 n+= 25t2 75) .... 4325 SEISMIC M = 0. 0 * * (L.''•'•2) /.ES -.. 20808 WIND PSI .winci(ps /8 - 17774 * ** **%it*** * ** FACTORED MOMENTS * **tic* *,;c* * * ** ** . P DELTA ' Mu. -- 1.4* (F' DELTA M1/2 SEISMIC Mu . = :1.4 *SEISMIC M TOTAL Mu ... PHI Mn t4bD # 4- rs Aft. s 7 :918: 6510' A r! 1 1 3 2 9 Of-A-0 LOA J otsr Ci &Pee. tti e-wri 0A-1S C PROJECT I21Vtl2Tc J ©PG-iZwiiOiS C • • • ANDERSEN • BJORNSTAD • KANE • JACOBS, INC. CONSULTING ENGINEERS SEATTLE, WA SUBJECT �.. 4. -- elZde-t. L-ors — P wer-or wr P R E. C. P - e—t— P -4 M ( q c") 7.0 S eiSA&i _ Mt s WOO gaMla ANCHORAGE, AK P 12 2. # PO Lc.. 14-C16 � Z I / 0"V BY S 32 o II 8.8 (O #•1N II $ 22/30 #: 4 > l PROJECT RI vt -iz-ro , OPep - ► oiJs C ANDERSEN • BJORNSTAD • KANE • JACOBS, INC. CONSULTING ENGINEERS SEATTLE, WA LOS ANGELES, CA ANCHORAGE. AK SUBJECT L A, bres4G Si r (a 6 a.►a 0, —> —41. ' = 7 "7 PI,F 1 J •4 V 6 k 24 r‘r+-s G,•2 I•r t GA NI 172 PLF 1 0 A (14-t? . I � ,Z - 39 r ,cos 2 C I ZZ ► 3I2 U l) s J / t• srsxLrit 3.G8 (4J 1r = I s45 pLF L.T-AlG TH P.r4S LJ •] tea! ,, — •••Il •• —> —. —� .— —b mo] 3 l 3 r I°), k_c 91'- BY SW. 1 1 °> .Ics - . . . . . . ., . . , . • . • • ." . , PROJECT v6ivro p era ANDERSEN • BJORNSTAD • KANE. JACOBS, INC. CONSULTING ENGINEERS SEATTLE, WA LOS ANGELES, CA ANCHORAGE, AK SUBJECT L a4o-s S frit v-r Cer:Ae Q., 6 (24 ScrrzArr o P/c... U -v-i- 44 D B %, ."? g „4 y 0, c,-00 " o 4.a-3 / e (5 oo r GV - 1.1 - 3 Cl"te-dr- E■er G. B DA. 1 s If it F b % - 4/ 10(0r- , ae us 10 — cZ D E..S. 12 co..) tEresr t 6 P/c.. Cictito DATE, 16/ BY T ,...4•1" SHT. NO, 332. ANDERSEN • BJORNSTAD • KANE • JACOBS, INC. CONN/LIMO 11110111111111 SEATTLE, WA SUBJECT FM. ON GRID ANCHORAGE, AK PROJECT j Y,ER1'ON OPERAT X14 ,'T'` 2 24 so 1W 4 ' f USE NZ ?xar Mull M Z91 • 264 Z DATE BY qOS W ,. , OS 33 ,,. /r6 S 2 NI . Ir 6Sx 4° 3 30 K t Use W 2 ?x 64" : 213 /iv 330)1, • (t-46 Kin° 22ir, 1.6 r.a0C 24 uvula 11 5 klkr ,os f Z ; 1,9 S 3S . 29 �r1 ANDERSEN • BJORNSTAD • KANE • JACOBS, INC. CONSULTING &AGSMS'S' SEATTLE, WA ,SUBJECT IZ4 ANCHORAGE, AK PROJECT R IY eirrotv 01 cifl V z. 0.28 . ao 2.7 /S,000 1. 37S A ni • IS P sets k, V 4- an ISZ 63 R ( 77,e4z ?•). 9q ; 6 3 ?,3 Kb Rt 104 fi4# ts4 /14 DATE BY AS Slit NO. ft ANDERSEN • BJORNSTAD • KANE • JACOBS, INC. CONSULTING MONISM ANCHORAGE. AK PROJECT I ve2.T O+J © P eit.AT1 WI" G; It �-- 14x go , al bito 22, Cr, 0.7,, 32 4 29,000ssi DATE Y r SHT. NO. 401.. a%4 *"iv. 44., Y DN S ANDERSEN •BJORNSTAO•KANE•JACOBS,INC. CONSUMING a11GMw SEATTLE, WA SUBJECT S = I let z et 4 yi ANCHORAGE, AK kiSt 147A 1 0 PROJECT 1Z I VE2'r OPC-R.An O4S CTR- ( -re) p1 7e1:3x 7 4' HA x 9 IO �Y 45 , 6 K �1 ;Sc vo n .0% Q 4) 1X 21,000$Issa " l IIs4it 1 * 3i.t k -r-? 7 . .(0 OS x42,S) Ire 3Zs 4-m r K #Py DATE 4 O. *63 o�. C PROJECT RIVU7vN OPE,.Alm/ 4 ere ANDERSEN • BJORNSTAD • KANE • JACOBS, INC. CONSULTING VIa1NURS SEATTLE, WA SUBJECT U4E 42*)c 94 ANCHORAGE, AK W Q3 40 0 1 4 4 , „ Z • • S. 105 41 2.os k /1 M v 2,o sx 3"); � 3S► K S Sx ? (7 ,N Z L 30' Z� WVV X�4 1 r M 3 t )85 k -rs 1.0m 2 .(rs Z y 3 1� Tal 3s1• (4)02) 3X20,6••' t 1424 xr.t. d ° lab roz 4. 0i DATE C � °A 1 Za X6L 12 L I st C PROJECT I VEft.TO ) ANDERSEN •BJORNSTAD.KANE•JACOBS,INC. CON$ULTINO tN Nl1N1 LOS ANGELES, CA ANCHORAGE, AK SEATTLE, WA SUBJECT ,! 1 fa_ L Q^Q CaaAJ , Veit T 1 (tots-42- ^�5 L 14 w2 28 ( e) 44 BY c- G- sq o51 ; . 6 , ANDERSEN • BJORNSTAD • KANE • JACOBS, INC. SEATTLE, WA SUBJECT S14>:w&t, Il e= •3 CONSULTING ENGINEERS I P= G x 13 ' AA = 4 K ( , 3 SRc,q trawaroom 29 -� ANCHORAGE, AK RI,/1� -1mo c) Aen o rJs Ggre- Jo is Q. P/c.- Sb FzF J/ woo I Z K la .5 1NA 1 PROJECT (ol FAG of P/C. P ANR.L II vse L(x ;4 %O -B � 4/ o B Nr '1 40 do SEATTLE, WA SUBJECT S IC. ex) 6.+o ANDERSEN • BJORNSTAD • KANE • JACOBS, INC. ANCHORAGE, AK TIVL .TO J (5R 'i OAS cL rit. Jo , S -s c P/ . te,_ C-e4a �1. CONSULTING ENGINEERS 1 15 (go Ps -F = 8.05 I 2 I a . ©s r- (2') I( .1 (o.I 3 .0 I Z 3 es S 2Gq V b PROJECT F2r� F I L L . DATE/ /°00 S 4 ' o 7 LAO NO CUSTOMER NO TYPE CURWG DATE TESTED AGE DAYS COMPRESSIVE STRENGTH PSI 6456 22 -A 4/12 7 2900 6457 22 -B 5/03 28 4100 6458 22 -C 5/03 28 4290 Sp.clIlcatlons TESTED FOR: Attn: David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 DATE: April 5, 1991 LOCATION OF POUR: DATE POURED TIME SLUMP, IN, AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY cc: /set PSI A.!O0•2 Sidewalk section at corner of building. 4/05/91 31 50 65 4/06/91 H. VOng Miles southwest COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE 6' >< 12') (1) SECURITY PACIFIC BANK /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCH / M (1) CrTv , 41F %Y.TUKWILk BLDG . `, DEPT : ... Professional Service Industries Pittsburgh Testing Laboratory Divisio REPORT OF CONCRETE COMPRESSION TEST 7400 Third Avenue South • Seattle, WA 98108 PROJECT: Computer Wing OUR REPORT NO.: 712 -00508 -1025 FIELD DATA c Riverton Oper. Cent Project #95124 QUANTITY OF MATERIAL FIXED SUPPLIER DELIVERY TICKET NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE DESIGN STRENGTH • Phone: 206 /782 -4664 Inc. 6 cubic yards Miles 170347 09X 517# 33 gals 1420# 1760# (7/8 ") 4000 psi at 28 days REMARKS X Cylinders made by PSI representative Cylinders made by Architect's or .__. Contractor's representative x Cylinders picked up by P51 representative Cylinders delivered to PSI laboratory Test results comply with applicable soecdicatons Test results do not comply with applicable specrlicalrons TYPE OF FRACTURE. IF OTHER THAN CONICAL Respectfully sutraitted, PROFESSIONAL SERVICE INDUSTRIES, INC. • FAX: 206/783 -2936 TESTED FOR: Attn: David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 DATE: April 11, 1991 LOCATION OF POUR: DATE POURED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY cc: /set PSI A.200.2 Fi Professional Service Industries, Inc. Pittsburgh Testing Laboratory Division 31 (1) SECURITY PACIFIC BANK /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER /Ed Murray . (1) CITY "OF''TUKt/ILA ''BLDG DEPT_:': REPORT OF CONCRETE COMPRESSION TEST Sidewalk section & wedge curb at SW corner of building. 4/11/91 50 56 4/12/91 J. Chebul Miles COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE 6' a 12') PROJECT: Computer Wing Exp. Riverton Oper. Center FIELD DATA Project 1195124 OUR REPORT NO.: 712 - 00508- 1027 QUANTITY OF MATERIAL PLACED SUPPLIER DELIVERY TICKET NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE DESIGN STREWN X PROFESSIONAL 3 Chic yards Miles 00170612 0X9 517# 33 gals 1420# 1760# (7/8 ") 5 AEA 4000 psi at 28 days REMARKS Cylinders made by PSI representative Cylinders made by Archilecl's a Contractor's representative Cylinders pocked up by PSI representative LAB NO 6545 6546 6547 DATE TESTED 4/18 5/09 5/09 CUSTOMER NO 24 —A 24 —B 24 —C TYPE CUPNG Speclticatlons AGE DAYS 7 28 28 COMPRE STRENOTN PSI 4640 6330 6200 Cylinders delivered to PSI laboratory X Test r esults comply with appl.cable specifications Test results 00 not comply with applicable specifications 7400 Third Avenue South • Seattle, WA 98108 • Phone: 206/762.4664 • FAX: 206/763 -2936 LAB NO CUSTOMER NO TYPE CURING DATE TESTED AGE DAYS COMPRESSIVE STRENGTH PSI 6394 21-AA 4/09 7 3480 6395 21 -6 4/30 '28 5030 6396 21 -C 4/30 28 5110 Spoel(lesllons DATE: April 2, 1991 DATE POURED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY 3 3/4 *M il Professional Service Industries, Inc. Pittsburgh Testing Laboratory Division TESTED FOR: Attn: David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 LOCATION OF POUR: Sidewalk at NW corner of block & entrance to mech. REPORT OF CONCRETE COMPRESSION TEST 4/02/91 40 56 4/03/91 M. Kaup Miles room, COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE 6' x 12') cc: (1) SECURITY PACIFIC BANK /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER/,Ed..,Murray, (1) CITOF'f YfTUKWILA BLDDEPT;:,:;;.. PROJECT: Computer Wing Exp. Riverton Oper. Center OUR REPORT NO.: 712 FIELD DATA Project #95124 QUANTITY OF MATERIAL PLACED SUPPLIER DELIVERY TICKET NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE DESIGN STRENGTH . REMARKS X Cylinders made by PSI representative Cylinders made by Archdecl's or Contractor's represenlalwe Cylinders picked up by PSI representative X 8 cubic yards Miles 170193 078 517# 33 gals 1420# 1760# (7/8 ") 1.00 AEA Microair 4000 psi at 28 days Cylinders delivered to PSI labaalory Test results comply with applicable X specifications Test results do not comply with applicable specifications TYPE OF FRACTURE. IF OTHER THAN CONICAL Respectfully sutraltted, FROFESSICNAL SERVICE INGJSIRTES, INC. /set 7400 Third Avenue South • Seattle, WA 98108 • Phone: 206/762 -4864 • FAX: 208/783 -2938 PSI A•200'2 (0 June 3, 1991 CITY OF TUKWILA Building Department Cu 6200 Southcenter Blvd PLANNJNG DEPT. Tukwila, WA 98188 '- — Reference: Gentlemen: Sincerely, UJ L t� t ' I� � --. rl)E ��-1F II\? JUN 0 71991 ygg Professional Service Industries, Inc. Pittsburgh Testing Laboratory Division Permit #6278 Security Pacific Bank Computer Wing Expansion - Riverton 12400 E. Marginal Way, Tukwila PSI Project #712 -00508 This is to advise you that special inspections are complete for the referenced project. The following inspections were required: 1) Auger cast piling - grout and resteel only 2) Cast -in -place reinforced concrete 3) Reinforced concrete tilt -up panels 4) Structural steel erection Special inspections were performed for the following activities and copies of reports have been sent to you. 1) Auger cast piling - grout and resteel only 2) Cast -in -place reinforced concrete 3) Reinforced concrete tilt -up panels 4) Structural steel erection All work inspected conformed to DCLU- approved plans, specifications, Director's Rules, SBC and related codes and /or verbal or written instructions from the Engineer of Record. Gene L. Salter Construction Services Manager PROFESSIONAL SERVICE INDUSTRIES, INC. GLS /tls cc: SECURITY PACIFIC /David McDonald LEASE CRUTCHER /Ed Murray 7400 Third Avenue South • Seattle, WA 98108 • Phone: 206/762.4664 • Fax: 206/763.2936 CYLINDER NUMBER C T. NO. DATE MADE DATE TESTED AGE DAYS YEILD SIZE WEIGHT TOTAL LOAD STRENGTH PSI ; ' . SET No. . a s F ( .5 OWNER o- s )s 1 TEMP. girV,X8' AM PM .2500 SOIL # .s a ;,f ) CONTRA C 6 - /5" 1� IQ - s 9 3 6 - ' =� s � 1 . S g b DATE C T. NO. SLUMP r PROJECT Z / � / �� / YEILD CEMENT FACTOR TEMP. CONC LOCATION -7i-� g li b fv{1> BLDG PERMIT OWNER WEATHER (�� -y O�✓C.7C Y s TEMP. AT AT AM PM ENGINEER TOTAL ARCHITECT ;,f CONTRA C TRUCK SAMPLED TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AI g li b fv{1> C.A. �° .5-.° // rtfr t i 4 TOTAL ;,f BATCH DATA FOR ICU. YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT /..S!\ 1 7 0 "' FA. 35saau /s. C.A. WATER // rtfr t i 4 TOTAL ;,f ATTN• THE FOLLOWING WAS NOTE CI /z 1 CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS / GEOLOGISTS 12912 N.E. 1267■ PLACE KIRKLANDy WASHINGTON 2603• (2061623.9600 '(2061 25906 17 AY 3 1 19q { I r� EVERETT ??o g7le FIELD TEST DATA PRODUCERS( CONCRETE AEA ADMIX. CACl % DESIGN STRENGTH PLACEMENT AREA & NOTES • nth ) f O TW 5 27 y4 G>r./ Z G -� � -L k W C r c.t I (cs ( I1 tNiLt_ t N e'S?10, ATV.- COPIES TO; N 7 rule I` l a `- COMPRESSIVE STRENGTH CEMENT �n1 L(_ ( N ✓�= Sj1Atl SEE FIELD 4, • REPORT No. N9 59404 CU. YARDS PLACED DATE: 6/24/91 cc: 3r. City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor TO: Alan Doerschell Finance Department FROM: Ann Siegenthaler ..1 Department of Community Development RE: Release of Cash Assignment for Security Pacific City Receipt No. 9238A000 Based upon a final inspection of the Security Pacific Riverton Operations Center project, conducted on 6/24/91, staff concludes that Security Pacific has completed the items specified in the project warranty dated 6/3/91 (copy attached). Accordingly, this Department authorizes the release of the warranty funds accepted on 6/3/91. Please make check payable to, and mail to: LEASE CRUTCHER LEWIS P.O. BOX 817 REDMOND, WA 98073. 0 Lease Crutcher DR file 90 -10 -DR 'MEMO TO FILE • Security Pacific - R.O.C. Permit #6278 Landscape Inspection 6/24/91 APS inspected site as requested by applicant, who wants cash . assignment released. Site inspection status (refer to Cerna letter dated 5/28/91): Items .1 through 5: OK and in place. Item 6 (Viburnum tinus along EMWS): a) rhododendron substituted south of fire access. OK. b) Zabel laurel (3) substituted north of entry walk. Landscape architect says this will grow tall enough to accomplish screening similar to arbutus or viburnum tinus. Maybe. OK at this point. cc B 4gr: par f ;le DR file 90- 10 -DR AS will request release ':Called Rick Heier. Discussed` above, cash assignment. < L. /r tt .don dr. f. .Y � .diii i:�•r . % sii:,: 4;• arr •> N'''• : fi{ ;.' ,: i 3:::}r .. :3$ :i::i'r'•;i:'r'.;:N: . . •�3 ' •. , .4 " K• ... ...,Yt .yY ..... d..x { r...6 '< r`: %$f >`•� .3 r e ; 2 4v. 4i r $ :' : {Q iilY. � '.. • .v.k Y '' . <:K Q..4rx `. }'.rr.•. vn{k: f:' 41 r . F � L. +rY {. r . .: <::{+.•: i•••� e '' w {. .I ,::: ':: /y :� 4 :f. : . /yr. + pit . .{, 11 : �• +}. : ..df�'r.:. ..} .n. rx.;., {{ r}..•r.: r: .... r.. m•n. >.•r.d.:{r. ..... };1. :: .t,v::v,:.4:: m•.v:r•: ,:: •: n4 :.�•.{........ /.........n:rn•.v n.:....:. . w.. .... .r.: ... ..... r r' :: • :: •.4v::::, .....::. . ..: r::: . {r .... ... .. . .... .�. .n.. :.... ... .n r. } nr.. i.:•.i }} v :.:}x: .W nv •: � + ..... .r$ ��". A$ M..i... d., ,{....{...rr .... rn .... n...r { •..e..)C ..i . .............n. :.fi•.nr....:..... r:... .. ... .... r.. r ......................... n.. Sr. F.• :+::::•r } } }y;v. }� :' > � • ?' : : :: >: ? ? ' }:dii NAME OF DEVELOPMENT: SGGU,e -/ - P4.cr_ oc , 84N K. DATE: ,--a -F/ DEVELOPMENT ADDRESS: /Z.,"2. 2/05) f A,/.}' t NA / u)Ar &' O ' PERMIT NO.: 'r8 DEPARTMENT HEAD: I j CASH ASSIGNMENT NAME: ,4 . L / - } . S 5 C,Pu rc 1-152 G-6w, S TEL. NO. 7/J S- -- , 4 SHALL BE REFUNDED BY MAILING TO: ADDRESS: - /6 /.e,9' / V 4 R 230•Y g/ p CASH CASH EQUIVALENT (please print) CITY/STATE/ZIP . — l - I t i, dr p"- 3 (y 3/ C - • • EMS O: .T• pi_. _ • ( - 1 1 PLANS/DOCUMENTS WHERE ITEMS ARE DESCRIBED): CITY RECEIPT NO, 9f 2 3 /1 c 1 R ECEIVED BY: /r∎ P JVAL /N6 4,4 ND SCA piNG Pe' &z S /I7 ..1 , NO /'7A- c 1 il? .2._, . (C6 W. Po re /1 /2A y -5;-:_2(5/7) As th owner, or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of $ r /a agen ($150% of value to complete work described above) and attach supportin 3 ` 7/ docum ntation for value of work. I will have this work carried out and call for a final inspection by this date :____ �l iL•' ), or risk having the City use these funds to carry out the work with their own contractor or and in -house manpower. If I fall 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 comp!. to all ork listed above prior to requesting Inspection release of these funds. SIGNED: ' i — , ,,' .i TITLE: „, 2 . , mss L '>rt 0 1 1 VZ( lp'I ; . • .,,, , , y ` <''' THIS FUND IS AU j.� 'd• • 0 BE ACCEPTED. SIGNED: — � '�� G t �'Cp 47,1 F.'r—e--- DEPARTMENT HEAD: I j J AMOUNT: 7,? /3,; 'Y ” p CASH CASH EQUIVALENT DEPOSITED THIS DATE: (y 3/ CITY RECEIPT NO, 9f 2 3 /1 c 1 R ECEIVED BY: /r∎ d 72 HOUR NOTIFICATION FOR INSPECTION AND RELEASE OF FUNDS DEVELOPER'S REPRESENTATIVE: tnpleta CHECKED BY: }(,L.1 ,.,4:n.: • •: , ..... n•::} Yi:{•: a{•: 4}:<:}}>•::<.:;i.. J ..�!i:•'ti4tiy.•'•' {<v::� >:. >: ;. �::fii > } }Y:4;YYYY }: {�;:;:j: CASH EQUIVALENT— LETTER AUTHORIZING RELEASE CASH CRY CHECK NO. Upon completion through Section 2, Finance personnel shall Upon completion of entire form, Finance personnel shall send copies to: — Developer — Finance Department — Permit Coordinator, DCD send copies to: — Developer — Finance Department — Permit Coordinator, DCD City of T1*wila Yeti *t• g DEVELOPER'S PROSE:CT WARRANTY REQUEST FORM 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: I have reviewed the above work and found it acceptable and therefore authorize the release of the above cash assignment. AUTHORIZED BY: DEPARTMENT: AMOUNT: RELEASED THIS DATE: RELEASED BY: TT , FINANCE DEPT. Lease Crutcher Lewis Attn: Ed Murray P. 0. Box 817 Redmond, WA 98073 Cerndd Landscape & MaintenanC 25856 34th So. Kent, WA 98032 941 -5382 RE: Cost of Additional Plantings, installed: Dear Ed: Here's the breakdown: Remove dead trees (as needed), hauling and disposal $ 250.00 2 Flowering Plums @ $110.50 each CA%k) 221.00 2 C e da r* or Fir Trees (10') @ $142.80 each 285.60 * Note: The cedar may not be available. 2 London Plane @ $76.50 each (or) 153.00 3 Rhodies @ $29.75 each (southwest corner of new building) 25 Hypericum @ $2.25 each (4 "cotv7A:w 16 Viburnum Tinus @ $22.95 each 08..517CEA0 Total The scheduled planting time will be the week of June 17, 1991. Should there be any questions, please call. Muchas Gracias. %)\ h CC:rp (.1,y" SPREAD) May 28, 1991 Sincerely, Carlos Cerna 56.25 367.20 $1422.30 Landscaping - Commercial Grounds Maintenance - Apartment Grounds Maintenance 89.25 • DETACH AND RETAIN THIS STATEMENT INVOICE DATE PAY INVOICE NUMBER LEASE CRUTCHER LEWIS BECURITY,PACIFIC SANK WASHINOTO iq/1 W r M �aY? t LEASE CRUTCHERIEWI P.O. BOX 817 - 4330148TH N,E. REDMOND, WA 98052 (206) 455 -2480 TO THE ORDER OF Ci ty of Tukwila THE ATTACHED CHECK IS IN PAYMENT OF ITEMS DESCRIBED BELOW. IF NOT CORRECT PLEASE NOTIFY ACCOUNTS PAYABLE PROMPTLY, NO RECEIPT DESIRED. AMOUNT DISCOUNT : : � u. s, l •rol ' soil. l i xUnx nnniexro: AMOUNT PAID REMARKS CHECK AMOUNT *$2,133.45 ** LEASE CRUTCHER LEWIS LAO NO CUSTOMER NO TYPE CURING DATE TESTED AGE DAYS COMPRESSNE STRENGTH PSI 6495 23 -A 4/16 7 3370 6496 23 -B 5/07 28 • 4720 6497 23 -C 5/07 28 4500 Specifications TESTED FOR: Attn: David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 DATE: LOCATION OF POUR: Ramp to mmain entry of computer room. DATE POURED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY /set PSI A2004 1 If J �; Professional Service Industries, Inc. April 9, 1991 Pittsburgh Testing Laboratory Division Pittsburgh Testing Laboratory Division REPORT OF CONCRETE COMPRESSION TEST 4/09/91 4i 55 65 4/10%91 H. Vong Miles COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE 6' x 121 cc: (1) SECURITY PACIFIC BANK /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER /Ed Murray (1) CITY :OF'-TUKWILA`' BLDG.~ DEPT,' _ rt 7400 Third Avenue South • Seattle, WA 98108 PROJECT: Computer Wing Exp. Riverton Oper. Center OUR REPORT NO.: 712 - 00508- 1026 FIELD DATA Project #95124 QUANTITY OF MATERIAL PLACED SUPPLIER DELIVERY TICKET NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE DESIGN STRENGTH • Phone: 206/762-4664 9 cubic yards Miles 170456 517# 33 gals 1420# 1760# (7/8 ") 1% Microair 4000 psi at 28 days REMARKS X Cylinders made by PSI representative Cylinders made by Architect's or �— Conlraclo! s representative X Cylinders picked up by PSI representative Cylinders delivered to PSI laboratory Test results comply with amicable XX specifications Test ,esulls do nol Comply with _ applicable specdicauOns TYPE OF FRACTURE. IF OTHER THAN CONICAL Respectfully subaitted, PEOOFESSIONAL SERVICE INDUSTRIES, INC. • FAX: 206/763.2936 Callison Architecture Programming Planning interior Design Graphics May 14, 1991 Mr. Gary Schenk Building Inspector City of Tukwila 6300 Southcenter Boulevard Tukwila, Washington 98188 RE: Riverton Operations Center Computer Room Addition Building Permit Number 90 -316 Project Number 89163 Dear Gary: I would like to take this opportunity to bring your department up to date regarding several revisions to the plans that have come up during construction. Firstly, the electrical room walls were indicated as 1 -hour construction on the building permit submittal drawings. During the permit review process, we determined in a conversation with Bob Benedicto, the plans examiner, that a 1 -hour rating for this wall was not required. The Contractor was instructed to proceed on this basis with the issuance of the attached sketch CD /SK -03, which shows the gypsum wallboard stopping at the top of the raised floor. This arrangement allows maximum flexibility for future electrical work. Secondly, the Owner requested that the stairs from Door No. 183C at the north end of the addition be replaced with a ramp to facilitate the movement of computer equipment in and out of the space. The attached sketches CD /SK -30 & 31 show this modification. I trust that these sketches clarify any confusion. If you need any further information or have any questions, please do not hesitate to call. Sincerely, The Callison Partnership, Ltd. c..v Leonard A. Ruff LAR:slv cc: City of Tukwila: Bob Benedicto, Nick Olivas Security Pacific Bank: David McDonald Lease Crutcher Lewis: George Kramer Callison: Jim Rothwell, File 9/89163 1420 Fifth Avenue Suite 2400 Seattle, Washington 98101. (206) 623-4646 FAX: (206) 623-4625 Cu 17 o ( MAY15 1991 M ) Ctf1' yi H � FLA;. . vr, f•i r Callison CD /SK -03 9 -26 -90 1420 Fifth Avenue Suite 2400 Seattle, Washington 96101 (206) 6234646 FAX 206.6234625 950 Sixth Avenue Suite 200 San Diego, California 92101 (619) 232.3233 FAX,619.232.3337 David P. Undiy, Architect �" SECURITY PACIFIC BANK OMMONOS COMM 89163 135365 Califon CD/ 8K- 30 4•2-g)/ 1420 AM Arnow Salle 2400 111101 w. (208) 8234144 fAK 204423482% !SO Sixth Avenue Suits 200 San Diego, California 82101 (818) 232.3233 FAX 811232.1337 David 1t UnNr% A/d am d&V, SECURITY M. PACIFIC == BANK 0.10■ 89163 1420 Fifth Avenue ISO Sixth Avon. Suite 2400 Suit. 200 Seattle, Washington San Diego, California 111101 112141 (20$) $21.44640 (III) 232.1231 FAX 2044214421 VAX 4111.2124117 David R tires ArddWWi1 89183 LAO NO CUSTOMER NO TYPE T CURING DATE TESTED ACE DAYS COMPRESSNE STRENGTH PSI 6235 6236 6237 20 -A 20 -B 20 -C 3/28 4/18 4/18 7 28 28 3770 4750 4740 Specifications h TESTED FOR: Attn: David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 DATE: /set LOCATION OF POUR: ��i Professional Service Industries, Inc. Pittsburgh Testing Laboratory Division March 21, 1991 DATE POURED TIME SLUMP, IN. AIR CONTENT. % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY REPORT OF CONCRETE COMPRESSION TEST Sidewalk slabs -on- ground at 3/21/91 43 55 3/22/91 T. Wirtz Miles COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE 6' x 12') cc: (1) SECURITY PACIFIC BANK /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER /Ed Murray (17 utrz ur iV W!LA DLDG... • 7400 Third Avenue South • Seattle, WA 98108 PROJECT: Computer Wing Exp. Riverton Oper. Center Project #95124 OUR REPORT NO.: 712 - 00508- 1023 FIELD DATA north end of building. QUANTITY OF MATERIAL PLACED SUPPLIER DELIVERY TICKET NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE DESIGN STRENGTH • Phone: 208 /782 -4884 X 30 Miles 169367 517# 33 gals 1420# 1760# (7/8 ") 5% by volume AEA 4000 psi at 28 days REMARKS cubic yards x Cylinders made by PSI representative Cylinders made by Archilecl's a Contractor's representative Cylinders pecked up by PSI representative Cylinders delivered to PSI laboratory Tesl results comply with applicable specdicaluons Test results do not comply wqh applicable specifications • FAX: 208/783-2938 TYPE OF FRACTURE. IF OTHER THAN CONICAL Respectfully subuttted, PROFESSIONAL SERVICE INDUSTRIES, INC. LAD NO CUSTOMER NO TYPE CURING DATE TESTED AGE DAYS COMPAESSNE STRENGTH PSI 6545 24 - A 4/18 7 4640 6546 24 -B 5/09 28 6547 24 -C 5/09 28 Speclllcstlons TESTED FOR: Attn: David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 DATE: ham; Professional Service Industries, Inc. V Pittsburgh Testing Laboratory Division 9 rY LOCATION OF POUR: April 11, 1991 DATE POURED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY Sidewalk section & wedge curb at SW corner of REPORT OF CONCRETE COMPRESSION TEST 4/11/91 31 50 56 4/12(91 J. Chebul Miles COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE 6' a 12') FIELD DATA building. QUANTITY OF MAIERTAL PLACED SUPPLIER DELIVERY TICKET NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE DESIGN STRENGTH cc: /set PSI A.200.2 (1) SECURITY PACIFIC BANK /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER /Ed Murray '(1) CTTY OF TUKWILA BLDG. DEPT. 7400 Third Avenue South • Seattle, WA 98108 PROJECT: Computer Wing Exp. Riverton Oper. Center Project (/95124 OUR REPORT NO.: 712 - 00508 1027 • Phone: 206/782-4664 3 cubic yards Miles 00170612 0X9 517# 33 gals 1420# 1760# (7/8 ") 5 AEA 4000 psi at 28 days REMARKS X Cylinders made by PSI represe %IaI've Cylinders made by Architect's or Contractor's representative X Cylinders poked up by PSI representative Cylinders delivered to PSI laboratory • Teat results comply with appLiCable specifications Test results do not Comply with applicable specdreatuons TYPE OF FRACTURE. IF OTHER THAN CONICAL Respectfully sutuitted, PROFESSIONAL SERVICE INDUSTRIES, INC. • FAX: 208/763 -2938 LAB NO CUSTOMER NO TYPE CURING DATE TESTED AGE DAYS COMPRESSNE STRENGTH PSI 6495 23 -A 4/16 7 3370 6496 23 -B 5/07 28 6497 23 -C 5/09 28 Sp.clllcatlons TESTED FOR: Attn: David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box. 3966 Seattle, WA 98124 DATE: April 9, 1991 LOCATION OF POUR: Ramp to mmain entry computer room. DATE POURED 4/09/91 TIME SLUMP, IN. 41 AIR CONTENT, % AIR TEMPERATURE, °F 55 CONCRETE TEMPERATURE, °F 65 DATE RECEIVED IN LAB 4/10791 FIELD DATA SUBMITTED BY H. Vong MIX DATA SUBMITTED BY Miles PSI A.200.2 AIM/ Professional Service Industries, Inc. Pittsburgh . Testing Laboratory Division • REPORT OF CONCRETE COMPRESSION TEST of COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE 6' a 12') cc: (1) SECURITY PACIFIC BANK /David McDonald (1) CALLISON PARTNgRSHIP /Leonard Ruff (1) LEASE CRUTCHER /Ed Murray (1) MTV nv UkWILA BLDG , PT. , /set 7400 Third Avenue South • Seattle, WA 98108 PROJECT: Computer Wing Exp. Riverton Oper. Center Project #95124 OUR REPORT NO.: 712 - 00508- 1026 FIELD DATA QUANTITY OF MATERIAL PLACED SUPPLIER DELIVERY TICKET NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE DESIGiV STRENGTH • Phone: 208/762 -4664 • 9 cubic yards Miles 170456 517# 33 gals 1420# 1760 #,(7 /8 ") 1% Microair 4000 psi at 28 days REMARKS X Cylinders made by PSI representative Cylinders made by Architect's or Contractor's representative X pc/it'd Cylinders ped up by PSI representative Cylinders delivered to PSI laboratory Test results comply with applicable specifications Test results do not Comply with applicable specifications TYPE OF FRACTURE. IF OTHER THAN CONICAL • FAX: 208/763.2938 LAB NO CUSTOMER NO TYPE CURING DATE TESTED AGE DAYS COMPRESSIVE STRENGTH PSI 6456 22 -A 4/12 7 2900 6457 22 -B 5/03 28 n 6458 - 22-C 5/03 5/ 28 U V �� ' AP R 1 8 19! Cr r v vi, , �- +. PLAN NI NG DEP SpecIllestlons (3' h � i Professional Service Industries, Inc. c REPORT OF CONCRETE COMPRESSION TEST P" ( ' !t ' 9 (\r NC Pittsburgh Testing Laboratory Division TESTED FOR: Attn: David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 DATE: April 5, 1991 LOCATION OF POUR: DATE POURED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY /set psi A•1On•1 Sidewalk section at corner of building. 4/05/91 31 50 65 4/06/91 H. VOng Miles (. southwest COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE 6 a 12') cc: (1) SECURITY PACIFIC BANK /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER /Ed Murray '(1) CITY +OF`` > TUKWILAA :BLDG.DEPT.. PROJECT: Computer Wing Exp. Riverton Oper. Center OUR REPORT NO.: 712 -00508 -1025 FIELD DATA Project 1/95124 QUANTITY OF MATERIAL PLACED SUPPLIER DELIVERY TICKET NO, MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE DESIGN STRQNGZH 6 cubic yards Mies 170347 09X 517# 33 gals 1420# 1760# (7/8 ") REMARKS X Cylinders made by PSI representative Cylinders made by Architect's or Conlraclor's represenlahve Cylnders pecked up by PSI X representative Cylinders delivered to PSI laboratory Test results comply wllh applicable specifications Test results do not comply with applicable specifications TYPE OF FRACTURE, IF OTHER THAN CONICAL Respectfully submitted, PROPIZSICNAL SERVICE INDUS R ES, INC. 7400 Third Avenue South • Seattle, WA 98108 • Phone: 206/762 - 4664 • FAX: 206/763 - 2936 4000 psi at 28 days LAB NO CUSTOUER NO TYPE CARING DATE TESTED AGE GAYS COMPRESSIVE STRENGTH PSI 5845 19 -A 3/06 7 4670 5846 19 -B 3/27 28 6200 5847 19 -C 3/27 28 6130 - il li l i 10011.---..-- 11 R O Speclllcatlons TESTED FOR: Attn: David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 DATE: CC: Nom; Professional Service Industries, Inc. N Pittsburgh Testing Laboratory Division February 27, 1991 LOCATION OF POUR: Closure strip; computer room. DATE POURED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY REPORT OF CONCRETE COMPRESSION TEST 2/27/91 4 45 (Indoors) 62 2/28%91 D. Sanborn Miles COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZES' ■ 12') (1) SECURITY PACIFIC BANK /David Mctona (1) CALLISON PARTNERSHIP /Leonard R ff (1) LEASE CRUTCHER /Ed Murray (1) CITY {r i`TUKWILA BLDG ' DEPT. OUR REPORT NO.: 712 - 00508- 1022 FIELD DATA `hPR 0 11991 CITY OF TUKWU.A • _ NNING DE T. PROJECT: Computer Wing Exp. Riverton Oper. Center QUANTITY OF MATERIAL PLACED SUPPLIER DELIVERY TICKET NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE DESIGN STRENGTH GTIH . Project #95124 X 30.75 cubic yards Miles 167608 07 564# 33 gals (Hot) 1440# 1780# (7/8 ") .50 Pozzotel 3000 at 28 days REMARKS X Cylinders made by PSI representative Cylinders made by Architect's or _ Contractor's fepresentalwe Cyknders pocked up by PSI represenlauve Cylinders delivered to PSI laboratory Test results comply wrlh applicable soecilicahons Test results do not comply with _ applicable specdocalions TYPE OF FRACTURE. IF OTHER THAN CONICAL Respectfully submitted, PROFESSIONAL SERVICE INEUS'IR ES, D C. / set 7400 Third Avenue South • Seattle, WA 98108 • Phone: 206/762.4664 • Fax: 206/763-2936 6 /-7 1753 Professional Service Industries, Inc. Pittsburgh Testing Laboratory Division TESTED FOR: David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 DATE: March 27, 1991 142 140 H O 0 u_ 9 136 N p 134 132 130 PSI A4$9.1 /tls Soil I.D. No.: 5353 r REPORT OF MOISTURE DENSITY RELATIONSHIP OF SOIL 10 MOISTURE CONTENT, PIER cc: (1) SECURITY PACIFIC /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER /Ed Murray (1) TUKWILA BLDG DEPT 7400 Third Avenue South • Seattle, WA 98108 PROJECT: COMPUTER WING EXPANSION Riverton Operations Center Project 1195124 OUR REPORT NO.: 712 - 00508 -38 TEST DATA Page 1 of 2 Visual Classification: Sandy gravel with trace clay Sample Source: Sampled at project site by S Schweyen Method of Test • ASTM D -1557 (Modified) Method C Test Results: Maximum Dry Density: Optimum Moisture Content: Atterberg Limits: Liquid Limit: - -- ,Plastic Limit: - -- ,PI: - -- 11 12 133.6 lbs/ft. 8.2 13 14 15 tiG��Z°JU�l'1 - 15 T. Respectfully submitted, [APR03 199 Profe✓siona/ Service Industries, Inc. PT. x: 206/763.2936 DATE: REMARKS: too •0 •0 to •0 10 10 30 40 10 0 •00 • h�� Professional Service Industries, Inc. Pittsburgh Testing Laboratory Division TESTED FOR: David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. %Box 3966 Seattle, WA 98124 March 27, 1991 REPORT OF GRAIN -SIZE ANALYSIS U.S. STANOARD SIEVE OPININO IN INCITES 11,3. STANDARD SIEVE NUMBERS • 4 ". { II I ti '. t 3 1 • • 10 It I• 10 0o 40 SO 10 loo 140 700 PROJECT: COMPUTER WING EXPANSION Riverton Operations Center Project #95124 OUR REPORT NO.: 712 - 00508 -38 Page 2 of 2 MYOROMETE51 i III liii 11111111117111111111111111111111111 11 t III 1111 11111111111:111111111111111111111 III 1111 Illl 11111111111101111111111111111111 111 t 1i1i1111 1i11 111111111111111.111111111111111N11111 111 �I111���i1 1i■ 1 11�1i1 1 i n in 111 Ill 1 i11t�■ II " 11i"A.� Ill Ili 1I►,� III mamma m• 111II1..111..1,11 ■ 111111i/� 111 II' 1 ����Il��i� �ll�llll I �i�l����l�l���_ , �III�II= ��I������0 lll��l 100 Classification: •0 Soil I.D. No.: 5353 t • Unified Group Symbol: SW with gravel 0.• GRAIN SIZE IN MILLIMETERS Sandy GRAVEL with trace clay 0.1 00• 0 01 0.00 0.001 COKE• *ROIL r COARSE I IN{ SANG COWE I MEDIUM KT 011 DIAY 7400 Third Avenue South • Seattle, WA 98108 • Phone: 206/762.4664 • Fax: 206/763 -2936 0 to 20 0. So a 100 DATE: March 28, 1991 TESTED FOR: David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 142 140 O 0 v. C.) 6 138 C) cC W a CA' 136 J Cl) Z p 134 cc 132 130 l� a Professional Service Industries, Inc. ��s Pittsburgh Testing Laboratory Division REPORT OF MOISTURE DENSITY RELATIONSHIP OF SOIL SOIL I.D. No.: 5355 PROJECT: COMPUTER WING EXPANSION Riverton Operations Center Project #95124 OUR REPORT NO.: 712 - 00508 -39 Page 1 of 2 TEST DATA Visual Classification: Sandy gravel with trace silt Sample Source: Sampled at project site— importec' by T Wirtz Method of Test ASTM D 1557 (Modified) Method C Test R esults: Maximum Dry Density: 134.4 lbs/ft. Optimum Moisture Content: 8. 7 Atterberg Limits: Liquid Limit: --- ,Plastic Limit: - -- ,PI : - -- 10 11 MOISTURE CONTENT, PERCENT OF DRY WEIGHT cc: (1) SECURITY PACIFIC /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER /Ed Murray (1) TUKWILA BLDG DEPT PSI A : 12 13 14 Respectfully submitted, Professional Service Industries, Inc. /tls 7400 Third Avenue South • Seattle, WA 98108 • Phone: 206/762 -4664 • Fax: 206/763.2936 TESTED FOR: REMARKS: 100 00 TO 10 0 600 C. 1' fl Professional Service Industries, Inc. Pittsburgh Testing Laboratory Division David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 DATE: March 28, 1991 U.S, STANDARD SIEVE OPENING IN INCHES 100 SO REPORT OF GRAIN -SIZE ANALYSIS 10 PROJECT: COMPUTER WING EXPANSION Riverton Operations Center Project #95124 OUR REPORT NO.: 712- 00508 -39 Page 2 of 2 U.S. STANDARD SIEVE NUMBERS I 3• $ 1 . _ t 0 1 6 6 10 11 II 0 30 .O 50 10 100 110 000 0S GRAIN SIZE IN MUMMERS SOIL I.D. No.: 5355 CLASSIFICATION: Sandy GRAVEL with trace silt UNIFIED GROUP SYMBOL: SW with gravel 01 0 06 HYDROMETER i I111IiI I 11111 MU HMI 1111111111111111 III II 111111 1111111111111111111 11111 HIM 1111 111111111111111111111111 11111 III 111131111111111111111111 111111 m 1111111111111111H111111 i un III 11111101111111=111111111 11111 Ill 1111 1111111101111111•711111 1111 IIIIMIS111111111 1111111111•111111111 1111M11101111111 III 111111 Ill 11111111111111■11111111111 111111 � ■ ' i�� o i � ii� �ii 'i 'ii�'i �iii �i iii� IL HI HI HI 0.01 0.006 COMMIS I COARSE GRAM I /NE I COARSE l M60MM t /NE 61.1 011 CLAY 7400 Third Avenue South • Seattle, WA 98108 • Phone; 208/762.4664 • Fax: 206/763-2936 0 '• 10 10 30 .0 60. 50 10 SO 60 100 0.001 TEST E ELEV S SOIL ID M MAXIMUM I IN PLACE p 1 15' east and 10' south of northwest corner catch basin in paving lane, north of bldg 2 15' west of northeast corner catch basin in paving lane, north of bldg 3 30' south of northeast corner sewer manhole in paving lane, northeast side of bldg 4 10' east of northeast corner sewer manhole in paving_.lane, northeast side of bldg TESTED FOR: David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 DATE: TEST DATA: TEST LOCATION: BS = Backscatter REMARKS: Per Segale supplier of asphaltic concrete, Class "B" asphalt tested by the Rice method has a maximum lab dry density of 155 lbs /cubic foot. Paving operations started at 10:30. Final layout, grade check and saw cutting existing asphalt concrete joint done between 7:00 and 10:30 A.M. On standby between 9:00 and 10:30 A.M. Witnessed compacting operations until 2:30 P.M. (completion of work). NOTES: DENSITIES SHOWN: Lbs. per cubic loot WATER CONTENT: Per Cent of dry weight PERCENT COMPACTION: Based on maximum dry density obtained on sample Indicated by soil ID number. cc: (1) SECURITY PACIFIC BANK /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER /Ed Murray (1) CITY OF TUKWILA BLDG DEPT /tls March 28, 1991 - T Wirtz ASPHALT PSI A.100•2 7400 Third Avenue South • Seattle, WA New Professional Service Industries, Inc. Pittsburgh Testing Laboratory Division REPORT OF FIELD COMPACTION TESTS PROJECT: COMPUTER WING EXPANSION Riverton Operations Center Project #95124 OURREPORTNO.: 712 - 00508 -37 Page 1 of 2 92% Compaction required er WSDOT Highway s DEPTH NUMBER ecifications 1. FILL MATERIAL 2. BACKFILL 3. BASE COURSE 4. SUBBASE 5. SOIL CEMENT 6. OTHER ** = see remarks A. TEST RESULTS COMPLY WITH SPECIFICATIONS B. RECOMPACTION REQUIRED C. TEST IS AFTER RECOMPACTION Respectfully submitted, Professional Service industries, Inc. 98108 • Phone: 206/762.4664 • Fax: 206/763-2936 TESTED FOR: David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 DATE: TEST DATA: TEST LOCATION: BS = Backscatter REMARKS: Per Segale supplier of asphaltic concrete, Class "B" asphalt tested by the Rice method has a maximum lab dry density of 155 lbs /cubic foot. Paving operations started at 10:30. Final layout, grade check and saw cutting existing asphalt concrete joint done between 7:00 and 10:30 A.M. On standby between 9:00 and 10:30 A.M. Witnessed compacting operations until 2:30 P.M. (completion of work). NOTES: DENSITIES SHOWN: Lbs. per cubic loot WATER CONTENT: Per Cent of dry weight PERCENT COMPACTION: Based on maximum dry density obtained on sample Indicated by soil ID number. cc: (1) SECURITY PACIFIC BANK /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER /Ed Murray (1) CITY OF TUKWILA BLDG DEPT /tls March 28, 1991 - T Wirtz ASPHALT PSI A.100•2 7400 Third Avenue South • Seattle, WA New Professional Service Industries, Inc. Pittsburgh Testing Laboratory Division REPORT OF FIELD COMPACTION TESTS PROJECT: COMPUTER WING EXPANSION Riverton Operations Center Project #95124 OURREPORTNO.: 712 - 00508 -37 Page 1 of 2 92% Compaction required er WSDOT Highway s DEPTH NUMBER ecifications 1. FILL MATERIAL 2. BACKFILL 3. BASE COURSE 4. SUBBASE 5. SOIL CEMENT 6. OTHER ** = see remarks A. TEST RESULTS COMPLY WITH SPECIFICATIONS B. RECOMPACTION REQUIRED C. TEST IS AFTER RECOMPACTION Respectfully submitted, Professional Service industries, Inc. 98108 • Phone: 206/762.4664 • Fax: 206/763-2936 TEST NO DATE ELEV DEPTH SOIL ID NUMBER MAXIMUM LAB DRY . DENSITY WATER CONTENT IN PLACE DRY DENSITY PEA CENT COMPACTION COMMENT IF 3/28/91 TC OG 5355 135.0 4.7 126.2 93.5 3B 1R 3/28/91 TC OG 5355 135.0 3.8 129.5 96 3G 2 3/28/91 TC OG 5355 135.0 3.9 131.8 98 3A 3 3/28/91 TC OG 5355 135.0 3.8 129.9 96 3A IF 15' east and 10' south of northwest corner catch basin in paving lane, north of bldg 1R 15' east and 10' south of northwest' corner catch basin in paving lane, north of bldg 2 23' west of northeast corner catch basin in paving lane, north side of bldg 3 30' south of northeast corner sewer manhole in paving lane, northeast side of bldg REMARKS: Arrived at 7:00 A.M. to test top base coarse lift. Test.resiilts comply with specs for compaction. Observed that existing asphalt was saw cut and a primer coat was applied to TESTED FOR: David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 DATE: • TEST DATA: TEST LOCATION: rece ive adioinin new asphalt. NOTES: DENSITIES SH Lbs. per cubic foot WATER CONTENT; Per Cent of dry weight PERCENT COMPACTION: Based on maximum dry density obtained on sample Indicated by soil ID number. PSI A•100.2 March .2.8,. 11991 = .L.op Uoarse 7400 Third Avenue South • Seattle, WA h�� Professional Service Industries, Inc. Pittsburgh Testing Laboratory Division REPORT OF FIELD COMPACTION TESTS PROJECT: COMPUTER WING EXPANSION Riverton Operations Center Project #95124 OUR REPORT NO.: 712-00508 -37 Page 2 of 2 1. FILL MATERIAL 2. BACKFILL 3. BASE COURSE 4. SUBBASE 5. SOIL CEMENT . 6. OTHER A. TEST RESULTS COMPLY WITH SPECIFICATIONS B. RECOMPACTION REQUIRED C. TESTIS AFTER RECOMPACTION 98108 • Phone: 206 /762 -4664 • Fax: 206/763.2936 TEST NO DATE ELEV DEPTH SOIL 10 NUMBER MAXIMUM LAS DRY DENSITY WATER CONTENT IN PLACE NW DENSITY CENT COMPACTION COMMENT a COMMENT 1 3/27/91 8" BL 5353 134.0 6.3 136.8 100+ 3A 2 8" BL 5353 134.0 8.9 130.4 97 3A 3 8" BL 5353 134.0 8.2 130.2 97 3A TEST LOCATION: BL - Base layer 1 18' east of northwest corner catch basin - northend paving lane 2 6' west ob northeast corner catch basin - nbnthend paving lane 3 42' south of northeast corner catch basin - northend paving land DATE: TEST DATA: irwirwarm Professional Service Industries, Inc. • TESTED FOR: David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 March 27, 1991 - T Wirtz NOTES: DENSITIES SHOWN: Lbs. per cubic loot WATER CONTENT: Per Cent of dry weight PERCENT COMPACTION: Based on maximum dry density obtained on sample Indicated by soil ID number. REMARKS: cc: (1) SECURITY PACIFIC BANK /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER /Ed Murray (1) CITY OF TUKWILA BLDG DEPT /tls PSI A•100.2 Pittsburgh Testing Laboratory Division Pittsburgh Testing Laboratory Division REPORT OF FIELD COMPACTION TESTS PROJECT: COMPUTER WING EXPANSION Riverton Operations Center Project #95124 OUR REPORT NO.: 712- 00508 -36 ` 1. FILL MATERIAL 2. BACKFILL 3. BASE COURSE 4. SUBBASE 5. SOIL CEMENT 8. OTHER A. TEST RESULTS COMPLY WITH SPECIFICATIONS B. RECOMPACTION REQUIRED C. TEST IS AFTER RECOMPACTION Respectfully submitted, Professional Service Industries, Inc. 7400 Third Avenue South • Seattle, WA 98108 • Phone: 206/762.4864 • Fax: 206/763 -2936 1070 (7 IMOJECT: COMPUTER WING EXPANSION NSPECTOR: M Kaup .0. X195124 ) Approved Plans on Site: ❑ NO (X -Box) YES Concrete - City Mix ❑ Design Mix $109X Cement Content: 5i sack Max. Size Aggregate: 7/8" Supplier: Miles Slump (In.) 3 - 3/4 t Air: 5 Concrete Temp. (•F): 56 PTL Batch Ticket Received: YES ❑ NOD Reinforcing Steel: Grade Specified: See (K) Grade Used: Sizes Used: Reber Manufacturer: All items inspected are in conformance If not, explain, in detail: :(1) SECURITY PACIFIC /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER LEWIS /Ed Murray (1) CITY:.OF> TUKWILA BLDG ,DEPT /tls Profe wional Service Industr"-�` Inc. Pittsbu Testing Laboratory Divisio I 74O0.3fD AVENUE S.. SEATTLE. WA 98108 •• A NUVUAI I.OT(CTION 70 CLICNT•. ?NC IUILTC AND OUN•(tV[•. ALL 11(IOAT• •11( •U•NIT7.0 Al THE CONYIO(HTIAI r110r(1I7Y Or Cll(HT•. AND AUTNOIIIIATION /O11 rU•IICATION or •TAT[N•NT•. CONCLU•IONI OR ((TIIACT• FROM OR 11[CAIIDINO OUR PTIPO11T• 1• 11[•[11 VIO PCNDING OUR WITITT[N ArrAOVAL• CONCRETE / GROUT / MASONRY / FIELD INSPECTION DATE: 4/2/91 B) Inspection Report of: (X Boxes) ® Concrete ❑ Masonry ❑ Other F) Weather: overcast /rain Ambient Air Temp :(•F) 40 ❑ Resteel ❑ Grout Location: (Be Complete) Sidewalk at northwest end of building on Marginal Way and entrance to mechanical room Test Specimens Cast: Number of Samples x prisms. Set no(s): 21 A -C 6 Required Strength Specified Age Note Action(s) taken regarding items of non - compliance: REMARKS: 114 bars added at sidewalk perimeters. x 12 cylinders. 4000 psi 28 days Quantity of Material Placed: 8i H) Mortar: Type MOSON000 (X- Boxes) Cement Lime Sand Mortar Temp. (•F) Parts Parts Parts Rain began when mechanical room entrance slab pour began. ADDRESS: RIVERTON OPERATIONS CENTER C) Items inspected: (X- Boxes) ❑ Footings ❑Auger Cast Piles ® Slab -on -Grade ❑ Other Grout: Cement: Job Mix Form /SEA -43 PERMIT W: 6278 REPORT #: 712 - 00508 -40 ❑ Slab -on -deck ❑ Columns o Walls ❑ Beams cubic yards sacks 0 Ready Mix ❑ High Lift ❑ Low Lift ❑ Cleanouts Inspected: YES ❑ NO ❑ Grout Temp. (•F): with approved plans and specifications: YES © NO ❑ Respectfully submitted, PROFESSIONAL SERVIW MEAS, INC. APR 0 9 199i PERMIT CENTER PROJECT: COMPUTER WING EXPANSION INSPECTOR: H Vong P.O. X195124 I►��i Profe Ilona! Service Industr( s, Inc. 1 Pittsbtl, yh Testing Laboratory Division A) Approved Plans on Site: (X -Box) YES ONO G) Reinforcing Steel: Grade Specified: Grade Used: Sizes Used: Reber Manufacturer: cc: (1) SECURITY PACIFIC /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER LEWIS /Ed Murray (1) CITY OF TUKWILA BLDG DEPT E) Concrete - City Mix ❑ Design Mix 1109X Cement Content: 5i sack Max. Size Aggregate: 7/8 Supplier: Miles Slump (In.) 3i % Air: Concrete Temp. ('F): 65 PTL Batch Ticket Receiveu: YES ❑ NO K) REMARKS: /tls '400.380 AVENUE S.. SEATTLE. WA 98108 •• A MUTUAL PROTECTION TO CLIENT., T1 /C PU•LIC AND oUR.CIVr•. All AC /OAT• ARC .U•MITTCO AS TIIC CON/IDENTIAL PROrEA77 or CLIENTS. AND AUINO11IE•710N FOR •U.LICATION or MENT•. CONCLUSION. OA 77777 CIO IR014 OA REGARDING OUA REPORT• (• A.SENVED PENDING OUA WRITTEN A /PAOVAL. CONCRETE / GROUT / MASONRY / FIELD INSPECTION HATE: 4/5/91 PERMIT ft: 6278 REPORT 0: 712- 00508 -41 B) Inspection Report of: (X- Boxes) ® Concrete ❑ Resteel ❑ Masonry ❑ Grout ❑ Other Weather: showers D) Location: (Be Complete) Sidewalk slab- on- grade'section of southwest corner of building Test Specimens Cast: Number of Samples x prisms. Set no(s): 22 A - 6 x 12 cylinders. Required Strength 4000 psi Specified Age 28 days Quantity of Material Placed: 6 cubic yards H) Mortar: Type MOSON000 (X- Boxes) Cement Parts Lime Parts Sand Parts Mortar Temp. ('F): J) All items inspected are in conformance with approved plans and specifications: YES CD NO ❑ If not, explain, in detail: Note Action(s) taken regarding items of non - compliance: ADDRESS: RIVERTON OPERATIONS CENTER Form ISEA -43 Ambient Air Temp :('F) 50 C) Items inspected: (X- Boxes) ❑ Footings ❑ Slab- on -decl ❑Auger Cast Piles ❑Columns ® Slab -on -Grade ❑ Walls ❑ Other ❑ Beams Grout: Cement: sacks Job Mix 0 Ready Mix ❑ High Lift ❑ Low Lift ❑ Cleanouts Inspected: YES ❑ NO ❑ Grout Temp. ('F): Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. LAO NO CUSTOMER NO TYPE CORiNG DATE TESTED AGE , DAYS COMPRESSIVE . STRENGTH PSI 6235 20 -A • 3/28 7 3770 6236 20 -B 4/18 28 6237 20 -C 4/18 28 Specifications TESTED FOR: Attn: David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 DATE: LOCATION OF POUR: March 21, 1991 .. Sidewalk.. sllabs -on- ground at 3/21/91' DATE POURED TIME SLUMP, IN. • .4 • ' . AIR CONTENT, % AIR TEMPERATURE, ' °F 43 CONCRETE TEMPERATURE, °F • 55 DATE RECEIVED IN LAB 3/22f91 FIELD DATA SUBMITTED BY T. Wirtz MIX DATA SUBMITTED BY Miles /set tilI■711111 Professional Service Industries, Inc. Pittsburgh Testing Laboratory Division • REPORT OF CONCRETE COMPRESSION TEST COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE 6' x 121 PROJECT: Computer Wing Exp. Riverton Oper. Center Project #95124 OUR REPORT NO.: 712- 00508- 1023 FIELD DATA north end of building. QUANTITY OF MATERIAL PLACED SUPPLIER DELIVERY TICKET NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE DESIGN STRENGTH cc: (1) SECURITY PACIFIC BANK /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER /Ed Murray :(1) . 7400 Third Avenue South .' Seattle, WA 98108 • Phone: 206/762 -4664 X 30 Miles 169367 cubic yards 517# 33 gals 1420# 1760# (7/8 ") 5% by volume AEA 4000 psi at 28 days REMARKS X Cylinders made by PSI representative Cylinders made by Architect's or Contractor's representative Cylinders pocked up by PSI representative Cylinders delivered to PSI laboratory Test results comply with amicable specifications , Test results do not comply with applicable specifications TYPE OF FRACTURE, IF OTHER THAN CONICAL Respectfully submitted, PROPESSICNAL SERVICE MUSEUMS, INC. • FAX: 206/763 -2936 ROJECT: NSPECTOR: J Chebul .0. #95124 Approved Plans on . Site :.(X -Box) YES ❑ NO Profe: ,ional Service.Industr► . Pittsbi. j h Testing Laboratory Divisi n COMPUTER WING EXPANSION Location: (Be Complete) Sidewalk section and wedge curb at southwest corner of building Concrete - City Mix ❑ Design Mix SOX9 Cement Content: 54 sack air Max. Size Aggregate: 7/8" Supplier: Miles Slump (In.) 3i" a Air: Concrete Temp. ('F): 56 PTL Batch Ticket Received: YES ❑ NOM Reinforcing Steel: Grade Specified: Grade Used: Sizes Used: Rebar Manufacturer: REMARKS: 60 60 #4 c :(1) SECURITY PACIFIC /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER LEWIS /Ed Murray (1) CITY•: TUKWILA BLDG DEPT /tls' 7400.3RD AVENUE S„ SEATTLE. WA 98108 AS A MUTUAL •AOTCCTIOM TO CLIENTS. T11( PUBLIC AHO OUAS(LVtS.' ALL. ALPO AMC SUSMIT(O AS Till COMFIO(HTIAL •AO Or CLIENTS. AHD AUTMOAILAT VOA PUBLICATION or MLHTS. CONCLUSIONS OA (STAACT• •AOM OA ALCAMO OUA AL•OATS IS ALSLAVLD •LHDIMC OUA WAITTIM A►riovAL., CONCRETE / GROUT / MASONRY / FIELD INSPECTI DATE: 4/11/91 Inspection Report of: (X- Boxes) ® Concrete ❑ Masonry ❑ Other ' Test Specimens Cast: Number of Samples 6 x 12 cylinders. , Required Strength 4000 psi Specified Age 28 days Quantity of Material Placed: 3} cubic yards H) Mortar: Type M ❑S ❑N 000 (X- Boxes) Cement Lime Sand Mortar Temp. Weather: ® Resteel ❑ Grout Note Action(s) taken regarding items of non - compliance: ADDRESS: RIVERTON OPERATIONS CENTER PERMIT W: 6278 REPORT $: 712 00508 - clear Parts Parts Parts ('F) Ambient Air Temp :( "F)5 0 C) Items inspected: (X- Boxes) ❑ Footings ❑ Slab- on -dec) ❑Auger Cast Piles ❑Columns ❑Slab -on- Grade ❑Walls ® Other curb & sidewalk[] Beams x — prisms. Set no(s): 24 A - I) Grout: Cements Job Mix ❑ High Lift ❑ Cleanouts Inspected: YES ❑ NO ❑ Grout Temp. ('F): All items inspected are in conformance with approved plans and specifications: YESID If not,, explain, in detail: Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. sacks Ready Mix ❑ Low Lift ❑ NO ❑ r PROJECT: COMPUTER WING EXPANSION NSPECTOR: H Vong .0. #95124, • Approved Plans on Site: (X-Box) YES ❑ NO O Location: (Be Complete) Slab -on -grade ramp to main entry of new computer room Concrete - City Mix ❑ Design Mix N Cement Content: 5; sack Max. Size Aggregate: Supplier: Miles Slump.(In.) 4i % Air: Concrete Temp. ('F): 65 PTL Batch Ticket Received: YES ❑ NO al O Reinforcing Steel: Grade Specified: Grade Used: Sizes Used: Rebar Manufacturer: c: (1) SECURITY PACIFIC /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER LEWIS /Ed Murray (1) CITY:OF. BLDG. DEPT /tls Profe 'ional Service Industr Pittsbui yn Testing Laboratory Division 7400•3RD AVENUE S.. SEATTLE, WA 9e10e • •• A MUTUAL PROT[CTION 'TO CLIKNT•, THC •U•LIC AND OUM•[LV[•. ALL M[POR T•7„ •R• •U•MITT•O AS THE COIVIO[NTIAL PRO /•MTT Or CUSHY'. AND AUTHORI•ATION •OM •U•LICATION or NITRIC CONCLUSIONS OR [MTMACT• /MOM OR M[OAMOINO OUR M••OMT• 10 M•••M VCO PC1101140 OUR WMITT(H APCMOVAL, CONCRETE / GROUT / MASONRY / FIELD INSPECTION DATE: 4/9/91 B) Inspection Report of: (X -Boxes ) ® Concrete ❑ Masonry ❑ Other ❑ Resteel ❑ Grout F) Test Specimens Cast: x prisms. 6 x 12 cylinders. Required Strength 4000 psi Specified Age 28 days Quantity of Material Placed: 9 H) Mortar: Type M ❑S ❑N ❑0❑ (X- Boxes) Cement Lime Sand Mortar Temp. ('F): Note Action(s) taken regarding items of non - compliance: ADDRESS: RIVERTON OPERATIONS CENTER Form /SEA - 43 PERMIT N: REPORT N: 712- 00508 -42 Weather: Ambient Air Temp :('F) C) Items inspected: (X- Boxes) ['Footings ❑Slab- on -dec ❑Auger Cast Piles ❑Columns ® Slab -on -Grade ❑ Walls ❑ Other ❑ Beams Parts Parts Parts Number of Samples 3 Set no(s): 23 A - I) Grout: Cement: sacks Job Mix ❑ Ready Mix ❑ High Lift ❑ Low Lift ❑ Cleanouts Inspected: YES ❑ NO ❑ Grout Temp. ('F): ) All items inspected are in conformance with approved plans and specifications: YES ® NO ❑ If not, explain, in detail: REMARKS: Contractor placed #4 @ 12" O.C. even though: there_isno'.resteel called for. Respectfully submitt PROFESSIONAL SERVICE INDUSTRIES, INC. • cubic yards LAO NO CUSTOMER NO TYPE CURING DATE TESTED AGE DAYS COMPRESSIVE STRENGTH PSI 6394 21 -AA 4/09 7 3480 6395 21 -B 4/30 • 28 6396 21 -C 4/30 28 Sp.clllcatlons DATE: /set PSI A•th>a¢ C TESTED FOR: Attn: David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 April 2, 1991 LOCATION OF POUR: Sidewalk at NW corner of block DATE POURED TIME SLUMP, IN. AIR CONTENT. % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY & entrance to mech. Professional Service Industries, Inc. Pittsburgh Testing Laboratory Divisi REPORT OF CONCRETE COMPRESSION TEST 4/02/91 3 3/4 40 56 4/03/91 M. Kaup Miles room, COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE t1' a 12') cc: (1) SECURITY PACIFIC BANK /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER /Ed Murray (1) CITY' BLDG.' DEPT. 7400 Third Avenue South • Seattle, WA 98108 PROJECT: Computer Win OUR REPORT NO,: 712 1024 FIELD DATA QUANTITY OF MATERIAL PLACED C Pa441 APR 1 igg� CITY OF TUKWILA Ex • .LANNING DEPT, Riverton Oper. Center Project #95124 SUPPLIER DELIVERY TICKET NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE DESIQV STRENGTH . • Phone: 206 /762 -4664 81 X Cylinders picked up by PSI representative • FAX: 206/763-2936 cubic yards Miles 170193 078 517# 33 gals 1420# 1760# (7/8 ") 1.00 AEA Microair 4000 psi at 28 days REMARKS X Cylinders made by PSI representative Cylinders made by Architect's a _ Conlracto: s representative Cylinders delivered to PSI laboratory Test results comply with applicable specifications Test results do not comply with _ applicable specifications TYPE OF FRACTURE, IF OTHER THAN CONICAL Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. PROJECT: , ca i ., ` Y , `G `- ti L PERMIT NO. (0 2 - 7& SITE ADDRESS: /7_4 , = i 1�r (� DATE CALLED: TYPE OF INSPECTION: - ` -- , , ' ■ "- - -- SPECIAL INSTRUCTIONS: � T DATE WANTED: REQUESTER: PHONE-NO.; - — INSPECTION RESULTS /COMMENTS: C, a IA IuCoentno. %, JP J/7-.1i , nwr • /1.,. --`/ INSPECTION RECORD WY OF TUKWILA De eone f Co u ity D e ve lopment - Building Division u... e,.. u... w.«..nw.,+«,....,, n.,a.�,r,.x wr. .:..b,.ay.vn.,,,:.wwnu.�.,,,,.. W.«.,,... ....v�+,rx.w.xvN..xvr.,.- s.ay.. �.x:i ±-S�caNa;av �viar.veuv�xrw::,++YVinc..urvhr.� a.+er,,,«:r,.+•+xv,.r..evveuv 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 PROJECT: Se i po,d-F 1 L PERMIT NO. W Q — I K SITE ADDRESS: I o'Z t me r 1(VA\ UJ .5 DATE CALLED: 5- , q TYPE OF INSPECTION: j C1oi DATE WANTED. � 1 - 9 1 SPECIAL INSTRUCTIONS: REQUESTER: PHONE NO.: My rr xi @LI 1- I M INSPECTION RESULTS /COMMENTS: /1( � ' ,.,,e_/-ti f � e -ems- - � '? -c A;9 ,, / � .��i V Go v p 2 / ., -'' 4. C .. '� -. INSPECTOR: � ti � ' ! � DATE: c /- 9 CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 •tVeiw le* 'A w.�fwrt�tt n. v+...'.} vp� .t�ttef.1Y ✓�Px4rwb!ni.a.'C4k•). WN+W+1�9t� �.. ,:,rn.n +.v.bn 1'.2;....�J4.1W INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 ` PROJECT: ( v -f-ow.) U' , "72-.3 ra C PERMIT NO. (..• 2 7 g' SITE ADDRESS: 1 2 '-1 0 0 g - �� <--t - • S- DATE CALLED: e / 4' _' TYPE OF INSPECTION: £t L. o /.1 U Q U DATE WANTED: l�° 2 7 -- 9 / SPECIAL INSTRUCTIONS: REQUESTER: PHONE NO.: EGA /114AAt'c.4 02 L� (•- ( (. / INSPECTION RESULTS /COMMENTS: C A -�c. ,SvG.... os —.,.r ._. �. W f v.,. Ni-o 51.0dcsw: L.. t.X.5, . S...4 li wiz ,,,,,...t+j , G — c4...." INSPECTOR: r ,C- - DATE: Lr /22/1 / "t CITY OF TUKwa.A Dept. of Community Development - Building Dh4sion Phone: (206) 431-3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: kl RA ' a * ) l • ;LA PERMIT NO. ( 7 SITE ADDRESS: i 'a- DO IT V I CtA TYPE OF INSPECTION: C.p SV 'SPECIAL INSTRUCTIONS: _ _ ,. . / /. l � ' �� i Dc— , C - ` A ___?., A/ I i DATE CALLED: 4~ 1 - 6) I DATE WANTED: 4- - 2. 1 ( REQUESTER: ( , --� ill PHONE NO.: cW/ — / INSPECTION RESULTS /COMMENTS: : c; . ,%S ( :--, cam. -- b r INSPECTOR: (---.- <",)/ t-j?- --- DATE: (2, 1 i 4WAYir 4Ny 7i1*I IVArKtneS141k,..001,7 4i3O2,,n,4S0,14∎Nt, <,N,44 M,i':o Yiwrtf!�5 CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 Y�S'kJ R' INSPECTION RECORD 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 PROJECT: P,W -e" -L O, k)14 r ('�Zr-e,t, PERMIT NO. CO Q "7 SITE ADDRESS: 1 00 k- ili r du )r. S DATE CALLED: 5 '"- q / TYPE OF INSPECTION: Cc-pt J i , DATE WANTED: -'Z/ -- 17 ri o SPECIAL INSTRUCTIONS: chtimie REQUESTER: J C40./1..)2_? PHONE NO.: •- : • INSPECTION RESULTS /COMMENTS: 7 © d d 4.),),-,4_ /2 > j d,-, tc X.e -- A/'7 ''`—' , 4' S ( INSPECTOR: Y7 .4. --e f . � 1)1 -- DATE: 3 -Z /-- 9/ CITY OF TVIOWLA Dept. of Community Development - Building Division Phone: (206) 431 -3670 •. -.. +n....r..,..+.. «r.uwua.w.fx.G�W N.?�1'4'Fl WMw :1N.N1'ttt+4NFRh+1Y- sY.Y�['kKil s #PAPA1SCtf. . INSPECTIOIS RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: .t e ,./?t- 0-- -• (J -j, *� Ce _. PERMIT NO. C' 2 7 8 4 ./...Q..,::i SITE ADDRESS: (2 4 aT.) c'. /1 j lv S . DATE CALLED: 3 - 14 TYPE OF INSPECTION: N r), c_ 1,JC•, DATE WANTED: . -S - 1'i a.m.:, SPECIAL INSTRUCTIONS' ,'� - U — t � , REQUESTER: gc` _ - - , PHONE NO.: INSPECTION RESULTS /COMMENTS: n ,,f_3. . n r t sk G _Q.z . A..,-4\-,.. vss-ecJ0...4 Ili �-k— .1 1 .v-•-.i) -.n- -� !' ` t" -- t �Q=]( 141t- • C-0-4 1i C � Gr �' U INSPECTOR: ' -�-- -- DATE: 3 f (S 1 CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 (*) INSPECTIO14 RECORD 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 PROJECT: ; C' C., , --,,'k /?- ,- ., f'e'e PERMIT NO. c 2-7 R SITE ADDRESS: / 2_4-7 UC /-- . /// ; DATE CALLED: 3 -- e-- -77 TYPE OF INSPECTION: - � DATE WANTED: 7 /- / 'y p; m � ; SPECIAL INSTRUCTIONS: 44 „ i - -� REQUESTER: / PHONE NO.: INSPECTION RESULTS /COMMENTS: '" k t 2.v.a. gA4,4-1-7-avr (,J J r' r , , . t � r C- v A,r + ..51.J�Y ..1- \ a 1.5(._ U I r v-0AS CAJ 1..;,c1. v .,A �c -h.:-, rt' • INSPECTOR: (-.32-- DATE: It ( CITY OF TUKW1u Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: ,--) J 2 , 0 � �L AJC £Wf 10 PERMIT NO. l0 7'1 r SITE ADDRESS: I.- 4-I'0() Y /c A- I W S DATE CALLED: 2.- 2_6-q l -, TYPE OF INSPECTION: ( r Q ; c) DATE WANTED: 2 - Z- 7 -- 9 / � SPECIAL INSTRUCTIONS: REQUESTER: J( M PHONE NO.: 2. i g, INSPECTION RESULTS /COMMENTS: � ,�,;, v►1„ ,4 , c�,..� �`1, ,fL. ,), f S- wz r .1N - r w rJa)-- SA-A ptArLL -in , -vns-a-v -L *-1.. waist. 11.A.,1,1)--- ,- ' SZ,.. -N. a....„ t,Jtiv ci-•r "i c� ' ALL • .. • �c._ . ,,.1 .5 .:tall c -sLA a,..-A. L 4.r -/. .. r� - 11,44,. ;, '�17 It 1N ! • 1'4 l 1"4) W -t"v.- ...1.4-.) INSPECTOR: (-""` Y LL p DATE: - 7- `i / -- CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 N A�.tnFNR4a'.�u INSPECTION RECORD .rn A;:aY�n+IN.n.m- uN.W.H��rx.0 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 PROJECT: W - 01.. 0 . Oh iii -Tx 0/1k X 0 i/► PERMIT NO. (D 0 7 SITE ADDRESS: 1 g- 0 fl ro ! 0 s. c, J DATE CALLED: „Z — / .- q / TYPE OF INSPECTION: C Ak _o) 1 p Q U -- g DATE WANTED: — c 9c--9 I SPECIAL INSTRUCTIONS: REQUESTER: .1 i /y1A1 e 0,6„c____, PHONE NO.: _ INSPECTION RESULTS /COMMENTS: (`S _ C.e4.�1.,t 4.0 j-_ . - 1. ke-vi •--r. o ci. - i - d c. . Y INSPECTOR: r L.� DATE: ? - -S.1 CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 ( 4 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: ' vvot, Z) Y Qh it,a,i-rt.,, it � PERMIT NO. A9—'7 SITE ADDRESS: /) y O b „ /) rJj ,.-e-1, 41/1 S DATE CALLED: -- - q / TYPE OF INSPECTION: (ihc - ” -- • L)(') i . I t DATE WANTED: c -/1 j ( o , ,, SPECIAL INSTRUCTIONS: REQUESTER: ��1 PHONE NO.: 94 ,— /3 36, INSPECTION RESULTS /COMMENTS: ,c -i,.,—, , -< Er :,4 ,i , , , ,-, 4, /05 T / 1 INSPECTOR: n, e f -1,c.., DATE: / /� -- CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 r.�✓aa....ma. «.vms.R.�......w' a�ir....a. }m+V WaitS!wF1�NVwPra}bt�W arnaChaa. �ttr.vs�we «w�.W wrN pax4wa4YaM V.u.ava.. M INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: 1 iW' 11OQ ' r1A 4 -k - &, hu PERMIT NO. (P ' '- DATE CALLED: ' I SITE ADDRESS: 1.6110 TYPE OF INSPECTION: a i9 iti J C AS I, DATE WANTED: ' 2-g - g 1 SPECIAL INSTRUCTIONS: -.i (/ l.m, , REQUESTER: •' . e VCR) A- ' Vhf ' PHONE NO.: ? Lr I --- I 5 (P INSPECTION RESULTS /COMMENTS: � r ?' _ r - t.rrn...4.A... 04 Isl t o b k.a„vxv INSPECTOR: i � 19- " � DATE: /' ' Z 1- ct CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTIdJ RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 'ype of Inspection nspection Results /Comments: nspec for �LIrC�Q�, FTU1l1�l�ry�r�arr.n..arlN.+cww• raw••.+ r+ i. a.• M' W+ t«. rrmNJM�+ �. �u����r��Niy ,��r"'�"�.y`H`�"'�+�' . ����, �: S�lr' �Y( r512/. R' C�1�44GNVfXi!P�t"��`fi°,�K6YC.'" Building Department 6300 So thcenter Boule r Tukwil �'4 98188 (206) 3670 1. ite Address / 40O ', ` oito ApAA G ` equestor ,�tiI�� 0 pecial Instructions frwiiic 41Ai t, u f.d.c � PERMIT 1� ' t` 71 Date Date Wanted Project Phone # Z 3 Date 1 — l • 111 r k , ' II PERMIT NO. a7 PROJECT: Anj e h --- ' IAA., SITE ADDRESS: _ • TYPE OF INSPECTION: 0 , ii a 1 „ `SL. , . ' e i R ; cc) ` t DATE CALLED: -� / -q1 DATE WANTED: I - of -' / Q; , SPECIAL INSTRUCTIONS: REQUESTER: J l PHONE NO.: ( Lii — I 3(,, INSPECTION RESULTS/COMMENTS: S pLc.L.A v,-.4.t. A, C't,a. -.,h 4. -Li ^ l s ( ...c..0 "... ..41,tik..... / INSPECTOR: C -.- - 7 , --- , - DATE: I '' 2 -1- 17 / :e,rr CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 .�.. Ant floo6 e cttrlite i 4'a.%):stiAAVO,¢ 'n�s2i�k wtaiiaSn�'�#1�7;a INSPECTIOIRECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: k6\J I \- t-r -) ` � c/1�� tilt) (.,te/� -f AE& 3i PERMIT NO. (R 21) SITE ADDRESS: P--- r i 1 ( ) a 1-4 - DATE CALLED: i 15-q I T t TYPE OF INSPECTION: r, h i m --. ; A 4- DATE WANTED: r— I E SPECIAL INSTRUCTIONS: REQUESTER: ,\ ( a PHONE NO.: 2.4 -1 — 1 OJ INSPECTION RESULTS /COMMENTS: ' " tZ- i 7G".( /`'-Z )--"r /E' ,,"-� _S' r `,„1 .1i•-? DATE: /. 45 INSPECTOR: ,1-•./.,f ip;/ aci`sv�xlriPAm`,Yi�+riawzcmcwau .. w..+. W,.,....+. r,.». .•.,,..+,.... <r..•,..,,....,... CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 .� w, n.a.,, r rv�.r•.� o-...: w rr rwn r,• �,.aw �.,:,« INSPECTION RECORD i h7k'.+t;Yr+6:,n,7x< "ft:!. X'it(p:<.tf,n..4 et1W eAttY4etalW 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: K i U.(h t, (Opt cc._� -t-Pt- C�.t�• ill -- Ric. yyy.por. PERMIT NO. (pc)-`7 SITE ADDRESS: a 4 O c T �re 113A IAj , k DATE CALLED: / --- 1.S'q / TYPE OF INSPECTION: � �1 -- ; vn AA � DATE WANTED: I �- / 7---- ll. SPECIAL INSTRUCTIONS: REQUESTER: ` c i (i ik..g rte- . PHONE NO.: g INSPECTION RESULTS /COMMENTS: 7 c..LA..J L'►�► l c. et,,..,,,,,......,„. r y' S-4 1 I INSPECTOR: (- - - -Y• ---- DATE: i ---17 '' c f r CITY OF' UKWIu Dept. of Community Development - Building Division Phone: (206) 431 670 ..... u.. n, m..«.. wvr•:• un•. mNt,. wmavvewvawn .t�u�zntb�ixArk::59Y.N� >7b:;i.!u71.'iE�m La! ti 4\ INSPECTIOIRECORD 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 PROJECT: , " 0 ,e'► a 2 4 a.- Llc:/ PERMIT NO. C a 7 fl SITE ADDRESS: /a At . DATE CALLED: /-- ?w' 9 / TYPE OF INSPECTION: ATYl..O DATE WANTED: i — 9 -- q p, 1 � SPECIAL INSTRUCTIONS: REQUESTER: f i PHONE NO.: a --1(5 ( INSPECTION RESULTS /COMMENTS: ja d-ek. GJ PS!, ate . .. `"Xr% ate( 72A-t--- . ` INSPECTOR: ✓ DATE: I — - ` 7' 1 CITY OF TUKW1u Dept. of Community Development - Building Division Phone: (206) 431 -3670 . �... n........... ...,..,... w... ��. a.+. �enMti�wYn:: u�Yd7J! L" iallilY, IFrrRlf9t+_ ik)'. 7lRk+ rY/ lo�tivr�nOtiYtt :elKa.�fAicvwnbAYa��nrh.hm� . INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 CITY OFT TLA Building .: tment 6300 South Boulevard Tukwila, WA 98188 (206) 431 -3670 Inspector of Inspection p S ` S Site Address ('L4OD 1 .1-■-.t 5 ' Project Requestor Special Instructions �-(,t) , ' (P i\- 1 Inspection Results /Comments: ,._ p__L �� (--1.-- i � t, 06 .x em u.► -w -� / 1:4 S -t � I U 0` � 0 -i t._ vi e.e. "�.a�.�,� c(Aotrv5 ' '4/...:75... ,,,,. - 4,,,,1 .52,tc tSi" 3 .w to-t5'k Q O-kA-at ''i 2s F? +.5s Vk,)M.itvi aadtaJEP;!?iF1'.. INSPECT .: N RECORD PERMIT # Lea / Date ' 'fi'" q O Date Wanted Phone # 21 — 3(o Date /i `i / Type of Inspection (9(6146 Site Address l �i Requestorr V (/ 4 /l\ r Special Instructions ;7 � /36lh_ Inspection Results /Comments: Inspector �' / r / L� Cu OF TUKWIrutmant 63 ` uthcenter Bouleva Tuk , WA 98188 (206) 431 -3670 1,6% ,:ei.M.aXtY 01,189s�G';msliWil dr,•S:eaAt'aT itfkkihil !?'i'J+.1� 1662'66..*ke t:i;: INSPECTION RECORD PERMIT # Date Date Wanted / �2 L 7 /2�LC�Z- � . i (4 Project cee- /,ch.J Phone # (4. () Date / Z `1 7 - S o P.m Requestor Special Instructions Inspector CITY OF TUKWILA Bu Department 63 'Athcenter Boulevard Tukw a, WA 98188 (206) 431-3670 Type of Inspection RA,W't ()01/tAK Date Wanted Site Address it-tco yviaivItkvqL,f Pl.Sr.Project Phone # itA< (") 1‘ I1 I rot AAvvel 1 Inspection Results/Comments: \. INSPECTION RECORD e PERMIT # , Date E. pj„,„.,6 Date / - g o (4,A ) Type of Inspection Site Address Requestor 1 Inspector — Joni/ Special Instructions Inspection Results /Comments: gym. . `}N CITY OF TUKWILA Bui r . 7 Department 63 dthcenter Boulevard (206) Tukwila, 4 31 98188 -3 1 (206) 4-3670 INSPECTION RECORD PERMIT # ""-'( Date - `! -~ 0 ate Wa � d I V oject � � 0 Phone # :: 1 _ i Date dc Inspector C� l J C.4✓� CI TUKWILA Bui �'� Department 63 Jthcenter Boulevard Tukwila, WA 98188 (206) 431 -3670 wLhk4imvAl:kv. emfitG:tA,u4a!:'A%-p3$:ili tdr' 5 °tl,t? ,twka '1"Itc INSPEC ON RECORD PERMIT # t e -� Date / / - 9-5 .- 0 Type of Inspection Z_?'U / Date Wante /— 7 " Site Address / ,2 60 .4'rn -4' Wy S- Project rJ "(L42 n Re uestor Phone q �D�'1/ ae# Special Instructions ail (°, S G�.-,/i1�( - `� of 6 • 1 c --- C.c�w� -- 1 Inspection Results /Comments: aV■ A- • 4--1\ Date 1 / iiw�]:SU.YJ7k:s W R%1A9.krIAMlY4Yb1hW /rtnwl4inn: bares: �uusra. vs�+ Mw +.Y..w..w......._.«.._....... Type of Inspection Site Address Requestor r (l Special Instructions Inspector c1TY TUKwlu Buil( Department 6300 Y.uthcenter Boulevar Tukwila, WA 98188 (206) 431 -3670 7J pal et. orl �[Il��rg/ r ',. Project Phone # INSPEC ,.ION RECORD t' 3 PERMIT # Date l j ' •% (o / U Date Wanted j —2 • j Par c Inspection Results /Comments: r'") cca1/ - Y+--'• // Date it' ZP - I�� Type of Inspection Site Address Requestor Special Instructions CITY OF T Building 0 ' 6300 South .ar Boulevard Tukwila, WA 98188 (206) 431 -3670 g Inspector INSPECTI r N RECORD PERMIT # Date Date Wanted // -2 - 19 Project Phone # Inspection Results /Comments: S I cam. G Cis- a .4rr . s ( y-t-T S Date /j.—)` --dc) it Inspector CITY OF TUKWILA Bull din�oairtment 6300'So Inter Boulevard Tukwila, 98188 (206) 431 -3670 .».o.�.w.. ....,......w.,.. >.ron...oakwe , vmt.a mts.ka;.:maa:asb.. win.. rw.... u.,.....,..,.,.«.. ..r..c.r..rvwe.o.r....,.,,-..... INSPECTION RECORD PERMIT # - ?i� L9 Date Date Wanted /D -.3 I — 1O Project 7 P.-c — Phone # j etive - a-TO (leer . C /D -- //:30 p.m• Type of Inspection ev"Ce, ,'r Site Address �c.) co ∎J / — ,,� Requestor Special Instructions Inspection Results /Comments: Ail / � 6 6 ° :'9ey�" ��Oirs -s C � i 6 eF- ") i /2-4. €. -. e, 4-, d �f'f � s Date / c2— '-l� PRE-CONSTRUCTION AGENDA ^ PERMITS REOUIRFD BY THE CITY OF TUKWILA BUILDING DIVISION 1. DEMOLITION: etc. a. Remove all building debris, concrete,, foundations, b. If applicable, pump septic tank and fill, remove, or collapse. Inspected by Public Works immediately after pmmping. c. Public Works sign off of abandonment of underground utilities required. d. Final inspection by Building Division. 2. GRADE AND FILL (Permit issued by Public Worksi: Prior to placing of foundation concrete the soils engineer of record shall submit letter to City of Tukwila Building Division confirming that building foundation sub-grade preparation was completed per recommendations made in soils report. 3. BUILDING PERMIT: a. Concrete: (1) Full time special inspection, brapproved testing lab as required by approved plans and UBC Section 306. (2) Notify City of Tukwila Building Division (431-3670) one day in advance of concrete placement. We need to know time of pour, type of pour (pile caps, grade boaams tilt-up panels, etc.), and if there will be a special inspector there. b. Inspections prior to final: (1) Special inspection as required by UBC Section 306 (Concrete, high strength bolts, welding, fire safeing, etc). Final reports from the testing lab conducting these inspections must be received by Building Division before a final inspection will be made. (2) Plumbing and Electrical permits must be obtained from other agencies, and inspected by those agencies. Rough-in plumbing and electrical inspections must be signed off by those agencies prior to your calling, Tukwila for a framing inspection. (3) Inspections 1 thru 13, as noted with an "X" on the building permit inspection card should be called for 24 hours in advance, and only when the work to be inspected has been completed and is ready for inspection. Partial inspections should be requested only if it has been previously discussed with inspector and agreed that partial inspections will be provided for items like one complete floor, half of a large floor, or separate buildings. (4) Fire wall penetrations, fire safing, etc., must be inspected before cover. Maintain on site and available to inspector all fire safing and caulking installation instructions from manufacturer. (5) Inspections 14 (Fire final), 15 (Planning final), 16 (Public Works final) must be signed off on the Building Permit Inspection Record prior to calling for the Building final. NOTE: Portions of Fire final and Building final are sometimes done jointly such as automatic shutdown of HVAC testing of fire doors etc. These type inspections should be coordinated between contractor and inspectors. c. Inspection 17 (Building Division Final): (1) Inspections required by agencies other than Tukwila Building Division should be completed prior to calling for Building final. (2) No occupancy allowed prior to final. Training of employees in building prior to occupancy is prohibited. Freight, furniture, equipment, etc. are not allowed in building until after final inspection has been made and approved for occupancy, unless prior approval is granted by both the Fire Dept. and Building Division. Request must be made in writing to Building Official with specific description of request. (3) Documents normally required prior to occupancy being allowed: (a) Final completion letter from Geotechnical firm. (b) Final completion letter from Special Inspection firm. (c) Letter from roofer stating class of roof installed, manufacturer's specification number, location (address) and building permit number. Data sheets should 2 ^ beattached. 4. MECHANICAL PERMIT: 5. RACK STORAGE PERMITS: 3 a. Mechanical rough-in must be completed and inspected prior to installation of insulation or covering. Partials may be done by floor or specific areas if prior arrangements have been made with building inspector. Special attention will be given to any fire assembly penetrations. UL listing and installation instructions of fire dampers should be available for inspectors review. b. Normally the final mechanical inspection must be completed prior to building permit final. a. All rack storage normally requires a separate building permit. An approved floor plan showing the location of racks should be on the job site for the inspectors review. b. Rack storage over 8 feet high must be designed for Seismic Zone 3 and installation plans stamped by structural engineer licensed to practice in state of Washington. c" Rack storage permits to be finaled prior to loading racks with any types of material. 6. SPECIAL INSPECTOR REPORTS AND GEOTECH REPORTS: a. Reports should reference building permit number. b. Reports to be left on site same day as inspection is done. c. Copies of reports and test results to be mailed to City of Tukwila Building Division as work progresses. d. All individual reports and results should be submitted to Tukwila before the final completion letter is e. Any problems noted in reports when reviewed by Tukwi1a inspectors will be handled in the following manner: (1) Copy will be made of report and given to job ° , �~ (2) Original will be kept in separate job file by City in t � spec or. (3) Job superi|tendent will obtain copy of special inspectors reinspection or engineers stamped approvals of 'discrepancy and return to City inspector. (4) City inspector will remove original from Sob site and file must be clear prior to building final. f. A list of special inspectors conducting inspections should be maintained on Job site for City inspectors review. List should contain names of special inspectors, dates times and type of inspection performed. g. Maintain (at job shack) a list of WABO certified welders performing any structural welding at the site Include names, expiration date of certification,, and type of welding the individual is qualified to perform. 7. SITE SPECIFIC COMMENTS: __, _ "" "O. .""Fe "-.17 4 ■ „'; I riZ 4 el,f+ Ci:9 ;41 , 1905 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188-7661 (206) 575-4404 -/- ..":1;• Project Name ,,,:: -• • ., re” Address 4,/:,,, Suite # Retain current inspection schedule Needs shift inspection .Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM • • Authorized Signature FINALAPP.FRM T.F.D. Form F.P. 85 Gary L. VanDusen, Mayor Control No. Permit No. / . ;.` (:. • , Date • . ••• :" ANDERSEN BJORNSTAD KANE JACOBS, INC. CONSULTING ENGINEERS Mr: Duane Griffin City of Tukwila 6200 Southcenter Boulevard Tukwila, Washington 98188 Re:. 90 -T -17 (Riverton Operations Center Expansion) Dear Mr. Griffin: This letter is to confirm that we have reviewed the steel roof deck shop drawings and calculations for the referenced project. We find that these meet the design criteria and are compatible with our structural drawing requirements for the building. Sincerely, ANDERSEN BJORNSTAD BANE JACOBS INC. The Callison Partnership „SEATTLE .' .: .047)1 Bharat R. Soli, P.E. President qt (o (0& 220 WEST HARRISON SEATTLE, WASHINGTON 98119 TELEPHONE: (208) 285 -1185 TESTED FOR: DATE: REMARKS: i El 'Professional Service Industries, Inc. N Pittsburgh Testing Laboratory Division David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 February 19, 1991 REPORT OF INSPECTION SERVICES PROJECT: SUMMARY OF INSPECTION a ute Project #95124 i5 ,,.p? 4 1�; C I_ x, M"r:alry'.PS'nfty OUR REPORT NO.: 712 - 00508 -27 Technician: W.J. Belleveau - Welding Inspected welding at precast panel connections at west side of building. North side was not welded at this visit. Welds were unacceptable for sizes, lengths and usf i 1 es •random_y at each panel: Inspected welding in progress at roof, deck and found puddle welds, closures, and seam welds being placed in accordance with approved drawings and AWS D1.3 -79 CONDITIONS REQUIRING CORRECTION - CORRECTIVE ACTION TAKEN cc: (1 SECURITY PACIFIC BANK /D McDonald 1 CALLISON PARTNERSHIP /L Ruff 1 LEASE CRUTCHER /E Murray 1 CITY OF TUKWILA BLDG DEPT. /cat Respectfully submitted, Professional Service industries, Inc. 7400 Third Avenue South • Seattle, WA 98108 • Phone: 206/762.4664 • Fax: 206/763.2936 TESTED FOR: DATE: REMARKS: r • ,G5 ' b 2/ sI 0" N � 'VIM/ David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 February 22, 1991 cc: (1) SECURITY PACIFIC BANK /D McDonald (1) CALLISON PARTNERSHIP /L Ruff (1) LEASE CRUTCHER /E Murray (1) CITY OF TUKWILA BLDG DEPT. /cat Professional Service Industries, Inc. Pittsburgh Testing Laboratory Division REPORT OF INSPECTION SERVICES PROJECT: SUMMARY OF INSPECTION Project #95124 OUR REPORT NO: 712- 00508 -29 Technician: R. King - Welding Inspected welding of roof decking and found work to be in conformance with approved drawings and AWS D1.3 -79. Inspected welding of panel connections for west screen wall. Top panels to column panels, Ref Drawing S2.3 details 10 & 12. One connection per detail "10" was noted for insufficient weld size. Four tubes per detail "12" require welding on bottom of tube to embed. One of these cannot be welded as the bottom of tube is f" below bottom of embed; third column panel from south end. CONDITIONS REQUIRING CORRECTION - CORRECTIVE ACTION TAKEN Pick -up welding as noted. Welders notified. Respectfully submitted, Professional Service Industries, Inc. 7400 Third Avenue South • Seattle, WA 98108 • Phone: 206/762.4664 • Fax: 206/763.2936 . .. rap TESTED FOR: DATE: REMARKS: SI A.500.7 / Professional Service Industries, Inc. Pittsburgh Testing Laboratory Division REPORT OF INSPECTION SERVICES David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 March 5, 1991 cc: 1 SECURITY PACIFIC BANK /D McDonald (1) CALLISON PARTNERSHIP /L Ruff (1) LEASE CRUTCHER /E Murray (1) CITY OF TUKWILA BLDG DEPT. /cat 7400 Third Avenue South • Seattle, WA 98108 PROJECT: Computer Wing Exp. Riverton Oper. Center Project #95124 OUR REPORT NO. 712-00508-34 SUMMARY OF INSPECTION Technician: W.J. Belleveau Reinspected weld at drag strut located at grid 4 from YY to 2 at plate. 3/4 x 7 x 7". Also verifed removal of slag and acceptable welds at all other welds at this location. CONDITIONS REQUIRING CORRECTION - CORRECTIVE ACTION TAKEN Respectfully submitted, Professional Service Industries, Inc. Phone: 206/762-4664 • Fax: 206/763-2936 TESTED FOR: DATE: BSI A.50D.7 REMARKS: f 'I7Professional Service Industries, Inc. Nisi Pittsburgh Testing Laboratory Division REPORT OF INSPECTION SERVICES Davi di.McDonal.d':':T SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 March 4, 1991 cc: (1 SECURITY PACIFIC BANK /D McDonald 1 CALLISON PARTNERSHIP /L Ruff 1 LEASE CRUTCHER /E Murray 1 CITV OF iTUKWILA1L BLDG /cat PROJECT: SUMMARY OF INSPECTION E,','ti .�..:; on =, Pqrvitcen, ite _..... Project #95124 OUR REPORT NO.: 712- 00508 -33 Technician: Roger King Inspected welding of drag strut connection at grid 4 and YY to 2 per detail 7 of drawings S2.3 Weld of top plate 3/4" x 7" x 7" per Section A -A is not 5/16" and requires additional welding. Welds were not clean of shag, it is a requirement of AWS D1.1 Sectio03. Workmanship, that welder, are to clean their welds. CONDITIONS REQUIRING CORRECTION - CORRECTIVE ACTION TAKEN MAR 0 8 1991 Respectfully submitted, Professional Service Industries, Inc. 7400 Third Avenue South • Seattle, WA 98108. • Phone: 206/762.4664 • Fax: 206/763.2936 LAS NO CUSTOMER NO TYPE CURING DATE TESTED AGE DAYS COMPRESSNE STRENGTH PSI 5777 18 A 3/01 7 2710 5778 :.18 B • 3/22 28 5779 18 C 3/22 28 Sp•clllcallons DATE: February 22, 1991 footing pier DATE POURED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE. °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY cc: /tis PSI A•200.2 6 69 ff Professional Service Industries, Inc. Pittsburgh Testing Laboratory Division TESTED FOR: Attn: David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 LOCATION OF POUR: Northwest building, for tilt - up panel 2/22 REPORT OF CONCRETE COMPRESSION TEST 54, overcast 65 2/22 - S Schweyen Miles exterior COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE S' a 12') (1) SECURITY PACIFIC BANK David McDonal (1) CALLISON PARTNgRSHIP /Leonard Ruff (1) LEASE CRUTCHER /Ed,Murray (1) CIT:X''OP'TUKWILA' BLDG DEPT C: (}20T' PROJECT: Computer Wing Exp. Riverton Oper. Center Project #95124 OUR REPORT NO.: 712- 00508- 1021 FIELD DATA corner QUANTITY OF MATERIAL PLACED SUPPLIER DELIVERY TICKET NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE DESIGN STRENGTH . 4 cubic yards Stoneway 167274 08 470# 28 gals 148011 1820# (7/8 ") 3000 REMARKS X Cylndas made by PSI representatIve Cylinders made by ArcMect's a Contractor's apr•sentsbve Cywnders picked up by PSI fSpre Cylnders deIvered to PSI laboratory Test results comply with amicable soecdrealions Test results do not comply with applicable specifications TYPE OF FRACTURE. IF OTHER THAN CONICAL Respectfully submitted, PiOPESSIQiAL SERVICE II ' INC. 7400 Third Avenue South • Seattle, WA 98108 • Phone: 206/762-4664 • Fax: 206/763 -2936 LAD NO CUSTOMER NO TYPE CURING OATS TESTED AGE DAYS COMPRESSIVE STRENGTH PSI 5845 19 -A 3/06 7 . 4670 5846 19 -B 3/27 28 5847 19 -C 3/27 28 Specifications TESTED FOR: Attn: David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 DATE: LOCATION OF POUR: Closure strip; computer room. DATE POURED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY cc: /set PSI A.2.41.2 February 27, 1991 4 (1) SECURITY PACIFIC BANK /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER /Ed Murray (1) CITY OF..TUKWILA BLDG:.. DEPT 7400 Third Avenue South • Professional Service Industries, Inc. Pittsburgh Testing Laboratory Division 45 (Indoors) 62 2/28791 D. Sanborn Miles 2/27/91 REPORT OF CONCRETE COMPRESSION TEST COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE 6' it 12') PROJECT: FIELD DATA Seattle, WA 98108 ve t on:- . Project 4195124 OUR REPORT NO.: 712- 00508- 1022 QUANTITY OF MATERIAL PLACED SUPPLIER DELIVERY TICKET NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE DESIGN STRENGTH [1/1/67. / 1 y 9 1 30.75 cubic yards Miles 167608 07 564# 33 gals (Hot) 1440# 1780# (7/8 ") .50 Pozzotel 3000 at 28 days REMARKS • X Cylinders made by PSI representalwe Cylinders made by Atchdect's or -�_ Contrsclot's teptesentakve X Cylinders pocked up by PSI represenlauve Cylinders delivered to PSI laboratory Test results comply with applicable soecdocat Test results do not co wdn applicable specdKSttons TYPE OF FRACTURE, IF OTHER THAN CONICAL • �. Respectfully submitted; „,,,,, PBOFPSSIONAL SERVICE INIiISIRTES,A . Phone: 206/762.4664 LAB NO CUSTOMER NO TYPE CURNG GATE TESTED AGE DAYS COMPRESSNE STRENGTH PSI 5689 17 A 2/26 7 3200 5690 17 B 3/19 28 4990 5691 17 C 3/19 28 4810 Specifications DATE: �j. PSI A•200 2 p Professional Service Industries, Inc. Pittsburgh Testing Laboratory Division TESTED FOR: Attn: David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 February 19, 1991 LOCATION OF POUR: Planter of building at North and DATE POURED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, . °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY wall footings westside South. 2/19 4 REPORT OF CONCRETE COMPRESSION TEST 56, overcast 66 2/20 S Schweyen Miles COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE 1' s 12') qJ ti PROJECT: COid uter W . n g t ' v`arron Oper. h+5�-a 1?'asnyst.M:rr: ,,,ahayl� . Project #95124 OUR REPORT NO.: 712- 00508 -1020 FIELD DATA cc: (1) SECURITY PACIFIC BANK /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER /Ed Murray (1) CITY; OPY..TUKWILA`. BLDG ;4°DEPT; /tls 7400 Third Avenue South • Seattle, WA 98108 QUANTITY OF MATERIAL PLACED SUPPLIER DELIVERY TICKET NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE DESIQ+1 STRENGTH C X X en r er 3000 AR 211 991 t .....i .)F- TUKW'dILA PI.I: t'.ty DEPT. 10-3)4 cubic yards Miles 166882 08 -Mix A 470# 28 gals 1480# 182044 (7/8 ") REMARKS X Cylinders made by PSI relxesenUkve Cylinders made by Architect's or Contractor's representative Cylinders picked up by PSI representative Cylinders delivered to PSI laboratory Test results comply with applicable specifications Test results do not comply wont applicable specifications TYPE OF FRACTURE. IF OTHER THAN CONICAL Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. • Phone: 206 /782 -4684 PROJECT: COMPUTER WING EXPANSION INSPECTOR: T Wirtz P.O. 1195124 M Profe :ional Service Industr' Inc. r �� Pittsbul yh Testing Laboratory Divisi�t ) 7400•3RD AVENUE S.. SEATTLE. WA 98108 •• A HUTUAL •NOTCCTION TO CLItHTS. T14( PU•LIC ANO OUII•tLVt•. ALL •t /OUTS AI1C •U.HITT•O AS • THt COWIOtHTIAL I11OICSTT Of CLItUT•, ANT) AUTHORISATION ►011 •U•LICATION Or HETIT•. CONCLUSIONS OR (SIMACTS IRON OR AtaA11DING OUR REPORTS IS AAAAAAIO PeNDING OUR W111TTCH APPROVAL. CONCRETE / GROUT / MASONRY / FIELD INSPECTION Form RSEA -43 ADDRESS: RIVERTON OPERATIONS CENTER DATE: 3/21/91 PERMIT p : *: : 6278 .< 1: REPORT N: 712- 00508 -35 Weather: cloudy Ambient Air Temp :(•F) 40's B) Inspection Report of: (X- Boxes) ® Concrete 0 Masonry ❑ Other ❑ Resteel ❑ Grout A) Approved Plans on Site: (X -Box) /tls YES ❑ NO D) Location: (Be Complete)Sidewalk at.northend of•building E) Concrete - City Mix 0 Design Mix q Cement Content: 5i sack Max. Size Aggregate: 7/8" Supplieri Miles Slump (In.) 4 % Air: 5 Concrete.Temp. ('F): 55 PTL Batch Ticket Received: YES ❑ NO al G) Reinforcing Steel: Grade Specified: see (K) Grade Used: Sizes Used: Rebar Manufacturer: cc :(1) SECURITY PACIFIC /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER LEWIS /Ed Murray (1) CITY OF TUKWILA BLDG DEPT Test Specimens Cast: x prisms. 6 x 12 cylinders. Required Strength 4000 psi Specified Age 28 days Quantity of Material Placed: 30 Mortar: Type M ❑S ❑N 000 (X- Boxes) Grout: Cement: ' sacks Job Mix ❑ Ready Mix ❑ High Lift0 Low Lift ❑ Cleanouts Inspected: YES ❑ NO ❑ Grout Temp. ('F): J) All items inspected are in conformance with approved plans and specifications: YES(] NO (J If not, explain, in detail: Cement Lime Sand Mortar Temp. ('F): C) Items inspected: (X- Boxes) ❑ Footings ❑ Slab- on -dec ❑Auger Cast Piles ❑Columns ®Slab -on -Grade ❑ Walls ❑ Other ❑ Beams Parts Parts Parts i P , ,s I Note Action(s) taken regarding items of non- compliance: I T �tA �(; 19 Number of Samples 3 Set no(s): 20 A -C 1 cubic yards K) REMARKS: Per request of owner, some #4 rebars added at perimeter sidewalk slab edge, not required per approved drawings. Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. TESTED FOR: DATE: REMARKS: 1i, dok r IOW Pittsburgh Testing Laboratory Division David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 February 5, 1991 cc: (1) SECURTIY PACIFIC (1) CALLISON PARTNER ?Leonard Ruff (1) LEASE CRUTCHER /Ed Murray (1) CI7 Ya0F'"TUKWHIABLDG WDEPT.: ;. /cat Professional Service Industries, REPORT OF INSPECTION SERVICES PROJECT: SUMMARY OF INSPECTION F EB 14 1991 CITY OF TCICv i COMPUTER WING EXPANSION Riverton Operation Center Project #95124 OUR REPORT NO,: 712 508 - 3 Technician: S. Ramos - Welding On site to perform visual weld inspection of precast panel connections. t.•:! Inspections performed per UBc Sec 306, AWS D1.1 -90, and structural notes. The following is a lsit of activities and inspection performed.... 1) Verified approved drawings on site, 2) Verified electroe control, 3) Verified length of expansion bolts, (6 per dtructual notes, 4) Verified current WABO welder certifications of the following:- Joeseph G. Miller, SSN Steven F. Botts. SSN ; Douglas T. Webster, SSN Lance C. Hader, SSN - Joe C. Martel, SSN and Ronald E. Gaven, SSN and 5) Performed visual weld inspection on panel connections as per AWS.D1.1 -90 and detelils 2, 3, and 5 on sheet S0.1. All welds inspected,were found to be in conformance with the aforementioned testing criteria. CONDITIONS REQUIRING CORRECTION . CORRECTIVE ACTION TAKEN Respectfully submitted, Professional Service Industries, Inc. 7400 Third Avenue South • Seattle, WA 98108 • Phone: 206/762.4664 • Fax: 206/763-2936 TESTED FOR: DATE: REMARKS: 7/7 Professional Service Industries, Inc. Pittsburgh Testing Laboratory Division Daavid McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 February 8, 1991 REPORT OF INSPECTION SERVICES PROJECT: SUMMARY OF INSPECTION COMPUTER WING EXPANSION Riverton Operation Center Project #95124 OUR REPORT NO.: 712 00508 - Technician: S. Ramos and B.W. Schriner - Welding On site to perform visual weld inspection per UBC Sec 306 and AWS D1.1 -90. The following is a list of activities and inspections performed: 1) Reinspected welds located at ZZ -4 3rd clip and ZZ -2.5 2nd clip, (Reference 715 - 00508 -23, dated 2- 5 -91), 2) Performed visual weld inspection of bar joist welds. Visual inspection was performed on precast panel connections on .8 line, 3) All welds inspected were found to be in accordance with the aforemen- tioned criteria, 4) Placed telephone call to structural engineer - Steven Call of ABJK - for verbal verification of field welding the bolted connection on 2 line. The existing condition of the connection meets structural engineer dis- position. CONDITIONS REQUIRING CORRECTION - CORRECTIVE ACTION TAKEN bc: (1) SECURITY PACIFIC (1) CALLISON PARTNER /Leonard Ruff (1) LEASE CRUTCHER /Ed Murray (1) CITY.OF TUKWILA BLDG. DEPT. /cat Respectfully submitted, Professional Service Industries, Inc. 7400 Third Avenue South • Seattle, WA 98108 • Phone: 206/762-4664 • Fax: 206/763.2936 PSI A.st10.7 �i Professional Service Industries, Inc. 1 t . ! J Pittsburgh Testing Laboratory Division REPORT OF INSPECTION SERVICES TESTED FOR: David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 DATE: January 23, 1991 REMARKS: cc: (1) SECURITY PACIFIC /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER LEWIS /Ed Murray (iloPL .X'Ak;.TPNYZ ° BLDGY.DEPT,, /tls SUMMARY OF INSPECTION 4.: PROJECT: COMPUTER WING EXPANSION RIVERTON OPERATIONS CENTER P.O. 1195124 OUR REPORT NO.: 712 - 00508 -17 CONDITIONS REQUIRING CORRECTION - CORRECTIVE ACTION TAKEN Technician: E Petermann - Resteel Inspected resteel in tilt -up wall panels numbers 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 18 and 19. Basically #4 bars at 12" eac, - - of panels, d.oub.le_15 trim bars at edges and at opens• Not all 114 connector n dQ�a plc at 18 mere inata floor See detail 1 on sheet S -0.1 of project drawings. Pick point hardware and related reinforcement was checked by Burke Repre- sentative. No deficiencies noted. OK to place concrete subject to final cleaning and completion of floor dowels. [ ( JN 28 1991 c. ry (Jb 1Vr..rvILA PLAN-ING ()FpI Respectfully submitted, Professional Service industries, Inc. 7400 Third Avenue South • Seattle, WA 98108 • Phone: 206/7624664 • Fax: 206/763.2936 h�� Profe� ,ional Service Industr( a, Inc. �Vs7I Pittsburgh Testing Laboratory Division (P UOJECT: COMPUTER WING EXPANSION 74OO.3110 AVENUE S., SEATTLE. WA 98t06 Al A MUTUAL •ROTRCTION TO CLIRNT•, T //C PUBLIC AHO OU11•R1.VRR, ALL RCrORTR ARl RURMIT - TRO All THC CONrIOCHTIAI POOPRRTV Or CIIRNTR ANO AUTNORI,ATION TOO rU•LICATIOH or mown'. CONCLURIONR on CR TAA CTR r,OM 011 IIRCAROINO OU11 RR•OTITR le RRRR11VR0 PRNOINO OUA WRITTRH ArrAovAL, CONCRETE / GROUT / MASONRY / FIELD INSPECTION ADDRESS: RIVERTON OPERATIONS CENTER Form /SEA - d3 NSPECTOR: E.W. Petermann DATE: 1/24/91 PERMIT N: REPORT N: 712 - 00508 -18 .0. X195124 Approved Plans on Site: (X -Box) © YES NO Location: (Be Complete) Tilt -up wall panels 2,'3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 18, • and 19. . Concrete - City Mix (] Design Mix N Cement Content: 6i sacks Max. Size Aggregate: 7/8 Supplier: Miles Slump (In.)4 -5 t Air: N/A Concrete Temp. ('F): 65 PTL Batch Ticket Received: YES ❑ NO DI I B) Inspection Report of: (X- Boxes) ® Concrete ff]Resteel ❑ Masonry ['Grout ❑ Other Weather: Fair, cloudy Ambient Air Temp :('F) 40 - C) Items inspected: (X- Boxes) • ❑ Footings ❑ Slab -on -deck ❑Auger Cast Piles []Columns ❑Slab -on -Grade [}J Walls ®OtherTilt -up panels ❑ Beams F) Test Specimens Cast: Number of Samples 10 x prisms. Set no(s): 13 A -E 6 x 12 cylinders. Required Strength 5000 psi Specified Age 28 days Quantity of Material Placed: 130 cubic yards 14 A -E Reinforcing Steel: 11) Mortar: Type M❑S ❑N ❑0❑ I) Grout: Grade Specified: 60 (X- Boxes) Cement: sacks Grade Used: 60 Cement Parts Job Mix ❑ Ready Mix ❑ Sizes Used: 4, 5 Lime Parts High Lift ❑ Low Lift ❑ Reber Manufacturer: Sand Parts Cleanouts Inspected: Mortar Temp. ( "F): YES ❑ NO ❑ Typical panel embeds Grout Temp. ('F): All items inspected are in conformance with approved plans and specifications: YES(n NO ❑ If not, explain, in detail: Note Action(s) taken regarding items of non - compliance: ) REMARKS: : :(1) SECURITY PACIFIC /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER LEWIS /Ed Murray (1) CITY OF TUKWILA BLDG DEPT /set Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. ii331 Professional Service Indust s, Inc. Pittsburgh Testing Laboratory Division l(OJECT: COMPUTER WING EXPANSION NSPECTOR: E.W. Petermann .0. 1195124 Approved Plans on Site: (X -Box) ta YES [] N O 1 Location: (Be Complete) Between line Z and 98'west of line Z, from line 0.8 to line 4. Concrete - City Mix ❑ Design Mix f 05 Cement Content: 470 Max. Size Aggregate: 7/8" Supplier: Miles Slump(In.) 5} I Air: Concrete Temp. (•F): 59 PTL Batch Ticket Receiveu: YES ❑ NO ) Reinforcing Steel: Grade Specified: 60 Grade Used: 60 Sizes Used: 113 Rebar Manufacturer: SB All items inspected are in conformance with approved plans and specifications: YES al NO ❑ if not, explain, in detail: Note Action(s) taken regarding items of non - compliance: REMARKS: � 7400.3RD AVENUE S.. SEATTLE. WA 08100 C A• A MUTUAL ►11OTCC•1011 TO CLIENTS. THE PU•LIC AND OURIIELVIS, All IItPOA /t AN( •U.MITT(O Al THE CONYIDENTIAl PRO O/ CLIENT• AN0 AUTNOIII,ATION FOR •U /LICATION Or NENTI. CONCLUSION* O11 EETIIACIO /NON OR 11EGAIIOINO OUR REPORT, II AAA PENDING OUR WRITTEN A►INOVAI, B) Inspection Report of: (X- Boxes) ® Concrete ® Resteel ❑ Masonry ❑ Grout ❑ Other c: (1) SECURITY PACIFIC /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER LEWIS /Ed Murray (1) CITY OF TUKWILA BLDG DEPT /set CONCRETE / GROUT / MASONRY / FIELD INSPECTION ADDRESS: RIVERTON OPERATIONS CENTER Weather: Clear DATE: 1/21/91 PERMIT f: 6278 REPORT N: 712 )l) Mortar: Type M ❑S ❑N ❑O❑ (X- Boxes) Cement Parts Lime Parts Sand Parts Mortar Temp. ('F): Form ISEA -43 Ambient Alr Temp :('F) 30 C) Items inspected: (X- Boxes) OFootings ❑Slab -on -deck ['Auger Cast Piles ['Columns ❑ Slab -on -Grade ❑ Walls ['Other ❑ Beams F) Test Specimens Cast: Number of Samples 6 x prisms. Set no(s): 11, 12 6 x 12 cylinders. Required Strength 3000 psi Specified Age 28 days Quantity of Material Placed: 95 cubic yards I) Grout: Cement: sacks Job Mix ❑ Ready Mix ❑ High Lift ❑ Low Lift ❑ Cleanouts Inspected: YES ❑ NO ❑ Grout Temp. (•F): Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. LAO NO CUSTOMER NO TYPE CURWG DATE TESTED AGE DAYS COMPRESSNE STRENGTH PSI 5161 15 A 2/05 7 4990 5162 15 B 2/26 28 5163 15 C 2/26 28 5164 15 D Hold 5165 15 E 2/02 4 3590 5166 15 F 2/02 4 3360 5167 1 5 G 2/04 6 3920 5168 15 H 2/04 6 3920 . SpecHIcatlons GATE: TESTED FOR: Attn: David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 January 29, 1991 LOCATION OF POUR: Tilt - up panels, various smaller DATE POURED TIME SLUMP, IN, AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY J 7P Professional Service Industries, Pittsburgh Testing Laboratory Division 3i REPORT OF CONCRETE COMP wall panels - 5 main panels 1/29 35, cool 60 1/30" E Petermann Miles COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE IV s 12') PROJ FIELD DATA QUANTITY OF MATERIAL PLACED SUPPLIER DELIVERY TICKET NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE DESIGN STRENGTH *Water added in field: 1j to cc: (1) SECURITY PACIFIC BANK /David McDonald (1) CALLISON PARTN.RSHIP /Leonard Ruff (1) LEASE CRUTCHER /Ed Murray . (1) CITY OF TUKWILA BLDG. DEPT. /tls PSI A•200.2 er Riverton Project #95124 OUR REPORT NO.: 712 - 00508 -1018 rp Fawn F E B 1 21991 Miles 165350 �.„ ct► I ..hv „�� Wing Ex' - . . . ! Oper. Center 62 cubic yards 705# 29 gals (hot)* 1480# 1820# (7/8 ") 5 oz /100# WRA 5000 2 gallons /cy REMARKS X Cylinders made by PSI representa Cytmdas nude by Arctwtect•s a Conttactol s represeMa X Cylnders pc ked up by P SI repreaenlative Cylnders delivered to PSI Iaboralory Test results comply wdh app specdhca Test teSulis do not comply with _ spdhcable specdicatans TYPE OF FRACTURE. IF OTHER THAN CONICAL Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, 1NC. 7400 Third Avenue South • Seattle, WA 98108 • Phone: 206/762.4664 • Fax: 206/763.2936 LAO NO CUSTOMER NO TYPE CURING DATE TESTED AGE DAYS COMPRESSIVE STRENGTH PSI 5213 16 A 2/06 7 3200 5214 16 B • 2/27 28 5215. 16 C 2/27 28 Specifications TESTED FOR: Attn: David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 DATE: LOCATION OF POUR: Type F west ends of site DATE POURED TIME SLUMP. IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY C c: PSI A.200.2 • (; a tdrilWil �! Professional Service Industries, Inc. Pittsburgh Testing Laboratory Division January 30, 1991 REPORT OF CONCRETE COMPRESSION TEST footings @ north and 1/30 4 37, overcast 50 1/31 - J Chebul Miles COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE •' a 12') (1) SECURITY PACIFIC BANK /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER /Ed Murray . (1) CITY OF TUKWILA BLDG. DEPT. /tls FIELD DATA PROJECT: Computer Wing Exp. Riverton Oper. Center Project #95124 OUR REPORT NO.: 712 -00508 -1019 QUANTITY OF MATERIAL PLACED SUPPLIER DELIVERY TICKET NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE DESIGN STRENGTH 5 Miles 165478 470# 1480# 1820# (7/8 ") 3000 REMARKS cubic yards X Cylinders made by PSI representative Cylinders made by Architect's a — Contractor's representative Cylinders pcked up by PSI X representative Cylinders delivered to PSI laboratory Test results comply with applicable specifications Test results do not comply with applicable specilicalwns TYPE OF FRACTURE. IF OTHER THAN CONICAL Respectfully admitted, PROFESSIONAL SERVICE INDUSTRIES, INC. 7400 Th(rd Avenue South • Seattle, WA 98108 • Phone: 208/762.4664 • Fax: 208/763.2936 I' CORO Pittsbuigh Testing Laboratory Divisibli fr Profec lional Service Industrr s, Inc. PrioJECT: COMPUTER WING EXPANSION ADDRESS: RIVERTON OPERATIONS CENTER INSPECTOR: E Petermann DATE: 2/11/91 PERMIT N: 6278 REPORT I: 712 - 00508 - ?.0. 495124 A) Approved Plans on Site: (X -Box) YES ONO B) Inspection Report of: (X- Boxes) ® Concrete ® Resteel ❑ Masonry ❑ Grout ❑ Other D) Location: (Be Complete) Ramp stem,walls at entrance to mechanical room E) Concrete - City Mix pg Design Mix N Cement Content: 5 sack Max. Size Aggregate: 7/8 Supplier: Miles Slump (In.) 4 % Air: Concrete Temp. ('F): PTL Batch Ticket Received: YES❑ NOt ;) Reinforcing Steels Grade Specified: 60 Grade Used: 60 Sizes Used: 4, 5 Rebar Manufacturers 1) All items inspected are in conformance with approved plans and specifications: YES ❑ NOD If not. explain, in detail: Note Action(s) taken regarding items of non - compliance: C) REMARKS: Essentially non- structural placement, not sampled. Structural footing at northwest corner was scheduled but cancelled. :c: (1) SECURITY PACIFIC /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER LEWIS /Ed Murray (1) -CI.TX .QF TUKWItiA"��I;DG' DEPT"° /tls 7400.3RD AVENUE S„ SEATTLE. WA 0010e • A NUTUAL PNOTSCTION TO CLICNTS, TINS PU•LIC AND OUNSCLV.S. All NCPORT• ANC SUNMITT.O A. T11C CON/IOCNTIAL PNO OP CLICNT•. AND AUTHONI.ATION FOR PU•LICATIOH OP MINTS. CONCLUSIONS OR CRTNACTS ♦NOM OS MCCANOINO OUR IMPORT. I PCNOIND OUN wRITTCN APPROVAL. CONCRETE / GROUT / MASONRY / FIELD INSPECTION Form /SEA -43 Weather: Ambient Air Temp :(•F) H) Mortar: Type M ❑S ❑N ❑O❑ (X- Boxes) Cement Parts Lime Parts Sand Parts Mortar Temp. ('F): C) Items inspected: (X- Boxes) ❑Footings ❑Slab -on -deck ['Auger Cast Piles DColumns ❑ Slab -on -Grade ® Walls ['Other ❑ Beams F) Test Specimens Cast: Number of Samples x prisms. Set no(s): none x cylinders. . Required Strength 3000 psi Specified Age 28 days Quantity of Material Placed: 3 I) Grout: Cement: sacks Job Mix ❑ Ready Mix ❑ High Lift ❑ Low Lift ❑ Cleanouts Inspected: YES ❑ NO ❑ Grout Temp. ('F): Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. cubic yards US NO CUSTOb4ER NO TYPE CURING GATE TESTED AGE DAYS COMPRESSNE STRENGTH PSI 5064 14 A 1/31 7 4860 5065. 14 B 2/04 10 3930 5066 14 C 2/21 28 6070 5067 14 D 2/21 •28 6540 5068 14 E Hold Speclticatlons DATE: cc: PSI A•2001 TESTED FOR: Attn: David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 January 24, 1991 LOCATION OF POUR: Tilt -up wall panels 2, 3, 4, 8, 9, 10, 11, 12, 13, 14, 15, 18, 19 DATE POURED 1/24 TIME SLUMP, IN. 5i AIR CONTENT, % AIR TEMPERATURE, °F 44, fair & cool CONCRETE TEMPERATURE, °F 65 DATE RECEIVED IN LAB 1/25 FIELD DATA SUBMITTED BY E Petermann MIX DATA SUBMITTED BY Miles COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE li' x 12') (1) SECURITY PACIFIC BANK /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER /Ed Murray /Cls*1 }CIT argUKWILA BLDG .: DEM- FIELD DATA a tZi Professional Service Industries, Inc. o Pittsburgh Testing Laboratory Division REPORT OF CONCRETE COMPRESSION TEST PROJECT: Computer Wing Exp. Riverton Oper. Center Project #95124 OUR REPORT NO.: 712 -00508 -1017 5, 6, 7, QUANTITY OF MATERIAL PLACED SUPPLIER DELIVERY TICKET NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE DESIGN STRENGTH X 130 cubic yards Miles 164891 611# 28 gals (hot)* 1480# 1870# (hot) 1% Pozzutec 20 5000 REMARKS }( Cylinders made by PSI representative Cylinders made by Architect's or Contractor's tepeaentakve x Cylinders picked up by PSI representative Cylinders delivered to PSI laboratory Test results comply with applicable specifications Test results do not comply witn applicable specifications TYPE OF FRACTURE. IF OTHER THAN CONICAL *About 1 gallon /cy added in field Respectfully suhuitted, PROFESSIONAL SERVICE INDUSTRIES, INC. 7400 Third Avenue South • Seattle, WA 98108 • Phone: 206/762.4664 • Fax: 206/763-2936 LAB NO CUSTOMER NO TYPE CURING DATE TESTED AGE DAYS COMPRESSIVE STRENGTH PSI 5059 13 A 1/31 c0 c0 .—t N N 2750 5060. : 13 B 2/04 4030 5061 13 C 2/21 6280 5062 13 D 2/21 ' 6410 5063 13 E Hold Specifications DATE: January 24, 1991 cc: PSI A ( w ��i Professional Service Industries, Inc. Pittsburgh Testing Laboratory Division 9 9 y on TESTED FOR: Attn: David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 LOCATION OF POUR: Tilt -up wall panels 2, 8, 9, 10, 11, 12, 13, 14, 15, 18, 19 DATE POURED 1/24 TIME SLUMP, IN. 4i AIR CONTENT, % AIR TEMPERATURE, °F 44, fair CONCRETE TEMPERATURE, °F 65 DATE RECEIVED IN LAB 1/25 FIELD DATA SUBMITTED BY E Petermann MIX DATA SUBMITTED BY Miles *about 1 gallonra3 addded in field COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE i' x 121 REPORT OF CONCRETE COMPRESSION TEST 3, 4, 5, (1) SECURITY PACIFIC BANK /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER /Ed Murray (1) CITY OF TUKWILA BLDG. DEPT. /tls PROJECT: Computer Wing Exp. Riverton Oper. Center Project #95124 OUR REPORT NO.: 712- 00508 -1016 FIELD DATA . • 6, 7, QUANTITY OF MATERIAL PLACED SUPPLIER DELIVERY TICKET NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE DESI2 STRINGER X 130 cubic yards Miles 164847 611# 28 gals* (hot) 148041 1870# (7/8 ") 1% Pozzutec 20 5000 REMARKS X Cylinders made by PSI representative Cylinders made by Architect's a _ ConIraclor's tepresenlabve X Cylinders picked up by PSI represenlabve Cylinders debvered to PSI laboratory Iasi results comply with applcable specnccahons Test tesulls do not comply with applicable SpeC,I CatonS TYPE OF FRACTURE. IF OTHER THAN CONICAL Respectfully submitted, PROFESSICINAL SERVICE INUUSTRIES, INC. 7400 Third Avenue South • Seattle, WA 98108 • Phone: 206/762-4664 • Fax: 206/763.2936 ?.0. 4195124 M Profe 3ional Service Industrt� s, Inc. Pittsburgh Testing Laboratory Division PROJECT: COMPUTER WING EXPANSION INSPECTOR: S Schweyen .) Approved Plans on Site: (X -Box) YES ❑ NO o) Location: (Be Complete) Northwest. building, exterior corner footing pier for tilt -up panel E) Concrete - City Mix ❑ Design Mix #08 Cement Content: 5 sack Max. Size Aggregate: 7/8" Supplier: Miles Slump (In.) 6 I Air: Concrete Temp. ('F): 65 PTL Batch Ticket Received: YES ❑ NO G) Reinforcing Steel: Grade Specified: 60 Grade Used: 60 Sizes Used: #4, #5 Rebar Manufacturer: ADDRESS: RIVERTON OPERATIONS CENTER DATE: 2/22/91 PERMIT #: REPORT I: 712 - 00508 - Weather: Overcast Ambient Air Temp :('F) 50's cc:(1) SECURITY PACIFIC /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER LEWIS /Ed Murray (1) . CITY:: OF TUKWILA .BLDG DEPT 7400•3R0 AVENUE S.. SEATTLE. WA Deloe Al A NUTUAL /11OT[CTION TO CLI(NT•. T11( •UIILIC AND OUIIEELV(*. ALL REPORTS Al( SU*NITT*O A* THE CON/IO(HTIAL r11or(11TT Or CLIENT(. AND AUTNONIUATION YOM ♦U /LIGATION Or STATEMENT,. CONCLUSION* ON (MTIIACTO r11ON OR REGARDING OUR REPORTS IN U(SENVED PENDING OUR WIIITT(H A•rooevAl. CONCRETE / GROUT / MASONRY / FIELD INSPECTION B) Inspection Report of: (X- Boxes)' ® Concrete ® Resteel ❑ Masonry ❑ Grout ❑ Other K) REMARKS: Concrete delayed until 4:00 P.M. Form /SEA -43 Test Specimens Cast: Number of Samples r x prisms. 6, x 12 cylinders. • Required Strength 3000 psi Specified Age 28 days H) Mortars Type M❑S ❑N 000 (X- Boxes) Cement Parts Lime Parts Sand Parts Mortar Temp. ('F): Note Action(s) taken regarding items of non - compliance: C) Items inspected: (X- Boxes) ® Footings ❑ Slab- on -dec ❑Auger Cast Piles ❑Columns ❑Slab -on -Grade ❑ Walls ❑ Other ❑ Beams Set no(s): 18 A - Quantity of Material Placed: 4 cubic yards I) Grout: Cements sacks Job Mix ❑ Ready Mix ❑ High Lift ❑ Low Lift ❑ Cleanouts Inspected: YES ❑ NO ❑ Grout Temp. ('F): J) All items inspected are in conformance with approved plans and specifications: YES ❑ NO ❑ If not. explain, in detail: Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. LAD NO CUSTOMER NO TYPE CURING DATE TESTED AGE DAYS COMPRESSIVE STRENGTH PSI 5213 16 A 2/06 7 3200 5214 16 B 2/27 28 5070 5215 16 C 2/27 28 5240 Specifications Nvi TESTED FOR: Attn: David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 DATE: January 30, 1991 LOCATION OF POUR: Type F west ends of site DATE POURED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY psi A•200.2 Professional Service lndustriesf1 Pittsburgh Testing Laboratory Division REPORT OF CONCRETE COMPRESSION TEST footings @ north 1/30 4 37, overcast 50 1/31 - J Chebul Miles COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE I' a 12') and cc: (1) SECURITY PACIFIC BANK /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER /Ed Murray • (1) CITY; OF TUKWILA'.; BLDG; LAEPT /tls PROJECT: Computer Wing Exp. Riverton Oper. Center Project #95124 OUR REPORT NO.: 712- 00508 -1019 FIELD DATA QUANTITY OF MATERIAL PLACED SUPPLIER DELIVERY TICKET NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE DESIGN STRENGTH 1 /7` ip 1y/t Rn f M/1 R 01 4 991J 5 Miles 165478 470# cubic yards 1480# 1820# (7/8 ") 3000 REMARKS X Cylinders made by PSI represenlaave Cylinders made by Arch,Iect's or Contractor's repesenlalive X Cylinders cocked up by PSI representative Cylinders delivered to PSI Laboratory Test results comply with applicable _ soecficabons Test results do not comply with _ applicable specifications TYPE OF FRACTURE, IF OTHER THAN CONICAL Respectfully submitted, PROFFSSIagAL S>FRV=CL INUJSIRIES, INC. 7400 ThIrd Avenue South • Seattle, WA 98108 • Phone: 206/762.4664 • Fax: 206/763.2936 LAS NO CUSTOMER NO TYPE CURING DATE TESTED AGE DAYS COMMIES-VA STRENGTH PSI 5161 15 A 2/05 7 4990 5162 15 B 2/26 28 6330 5163 15 C 2/26 28 6630 5164 15 D Hold 5165 15 E 2/02 4 3590 5166 15 F 2/02 4 3360 5167 15 G 2/04 6 3920 5168 15 H 2/04 6 3920 Specifications DATE: c PSI A•200.2 g) 1 ;;4 ' ti Professional Service Industries, Inc. Pittsburgh Testing Laboratory Division TESTED FOR: Attn: David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 January 29, 1991 LOCATION OF POUR: Tilt -up panels, various smaller DATE POURED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY wall panels - 5 main panels 1/29 3i 35, cool 60 1/30" E Petermann Miles COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE •' a 12') c: (1) SECURITY PACIFIC BANK /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER /Ed . (1) CITY OF TUKWIhA` BLDG DIaP:T, /tls REPORT OF CONCRETE COMPRESSION TEST PROJECT: Computer Wing Exp. Riverton Oper. Center OUR REPORT NO.: 712- 00508 -1018 FIELD DATA Project 1/95124 SUPPLIER DELIVERY TICKET NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE DESIGN SIRE NGIH *Water added in field: 1} to 2 QUANTITY OF MATERIAL PLACED 62 cubic yards Miles 165350 7051/ 29 gals (hot)* 14801/ 18201/ (7/8 ") 5 oz/100# WRA 5000 gallons /cy REMARKS X Cylinders made by PSI representative Cylinders made by Archrlect's or ConbaCtoes repesentaIWe X Cylinders picked up by PSI repestntahve Cylinders dehvered to PSI taboraloty - X Test results comply with applicable specifications Test results do not Comply with applicable specifications TYPE OF FRACTURE. IF OTHER THAN CONICAL Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. 7400 Third Avenue South • Seattle, WA 98108 • Phone: 208/782.4684 • Fax: 206/763.2936 U8 NO CUSTOMER NO TYPE CURING DATE TESTED AGE DAYS COMPRESSIVE STRENGTH'PSI 5689 17 A 2/26 7 3200 5690 17 B 3/19 28 5691 17 C 3/19 28 Sp.clllcatlons DATE: cc PM A4011 A•?(U1-? TESTED FOR: Attn: David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 February 19, 1991 LOCATION OF POUR: Planter of building at North and DATE POURED TIME SLUMP, IN. AIR CONTENT. % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY wall footings South. 2/19 4 56, overcast 66 2/20 S Schweyen Miles COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE S a 12') FIELD DATA westside (1) SECURITY PACIFIC BANK David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER /Ed Murray '(1) CITY OF TUKWILA BLDG. DEPT. /tls Professional Service Industries, Inc. Pittsburgh Testing Laboratory Division REPORT OF CONCRETE COMPRESSION TEST PROJECT: Computer Wing Exp. Riverton Oper. Center Project #95124 OUR REPORT NO.: 712 - 00508 -1020 QUANTITY OF MATERIAL PLACED SUPPLIER DELIVERY TICKET NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE DESICA STRENGTH 10 -314 cubic yards Miles 166882 08 -Mix A 470# 28 gals 1480# 1820# (7/8 ") 3000 REMARKS )( Cylinders made by PSI reoresentaIwe Cylinders made by NcheecI$ a Contractor's representalrw C yknders picked up by PSI X r epres enl ahv e Cylinders delivered to PSI latwralory Test results comply win applicable specifications Test results do not comply with applicable specifications TYPE OF FRACTURE. IF OTHER THAN CONICAL Respectfully sutud.tted, PROFESSIQ L SERVICE INLUSIRIFS, INC. 7400 Third Avenue South • Seattle, WA 98108 • Phone: 206/762.4664 • Fax: 206/763 -2936 TESTED FOR: DATE: (7 REMARKS: PRI A.500.7 ��i David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 February 27, 1991 cc: 1 SECURITY PACIFIC BANK /D McDonald 1 CALLISON PARTNERSHIP /L Ruff (1 LEASE CRUTCHER /E Murray (1 CITY OF TUKWILA BLDG DEPT. /cat Professional Service Industries, Inc. Pittsburgh Testing Laboratory Division REPORT OF INSPECTION SERVICES PROJECT: SUMMARY OF INSPECTION Computer Wing Exp. Riverton Oper. Center Project #95124 OUR REPORT NO.: 712 - 00508 -31 (v?" Technician: J.J. Myers - Welding Re- inspected welding of tube steel to panel connections on the west screen wall noted in PSI report #29, dated 2- 22 -91. Also inspected welding on the panel connections for the north screen wall. All areas of non - conformance have been corrected on the west screen wall. Work- manship on both west and north screen walls was found to be in compliance with approved drawings and AWS D1.1. CONDITIONS REQUIRING CORRECTION - CORRECTIVE ACTION TAKEN Respectfully submitted, Professional Service Industries, Inc. 7400 Third Avenue South • Seattle, WA 98108 • Phone: 206/762 -4664 • Fax: 206/763-2936 P` i Profe �ional Service Indust4 tir Pittsbgh Testing Laboratory Divisn 7400.3R0 AVENUE S.. SEATTLE. WA 90108 Al A MUTUAL ►NOT(CTION TO CLIENTS, THE PUOLIC AND OUPIELVES. ALL IMPORTS AR( IUOMITT(O AS • THE CONIIDENTIAI P110 01 CLIENTS, ANO AUTHORISATION FOR PUBLICATION OP M(NT•, CONCLUSIONS OR ((ANA •ROM ON IIE0AR01140 OUR NE•ONTI lO II(SEIIV(D PENDING OUR W5ITTEN APPSOVAL. CONCRETE / GROUT / MASONRY / FIELD INSPECTION PROJECT: COMPUTER WING EXPANSION ADDRESS: RIVERTON OPERATIONS CENTER INSPECTOR: D Sanborn DATE: 2/27/91 PERMIT N: REPORT N: 712 - 00508 - P.O. 1195124 heather: cool & clear Ambient Air Temp :('F) 42 A) Approved Plans on Site: (X -Box) © YES �] NO Inspection Report (X- Boxes) ® Concrete ❑ Masonry ❑ Other of: ® Resteel ❑ Grout D) Location: (Be Complete) Closure strip, computer room E) Concrete - City Mix ❑ Design Mix N 07 Cement Content: 56411 Max. Size Aggregate: 7/8" Supplier: Miles Slump (In.) 4 t Air: Concrete Temp. ('F): 62 PTL Batch Ticket Received: YES ❑ NO ❑ Reinforcing Steel: Grade Specified: 60 Grade Used: 60 Sizes Used: 113, #4 Reber Manufacturer: H) Mortar: Type M ❑S ❑N ❑O❑ (X- Boxes) Cement Lime Sand Mortar Temp. ('F): J) All items inspected are in conformance with approved plans and specifications: YES ❑ IE not, explain, in detail: Note Action(s) taken regarding items of non - compliance: since it had been batched. City cc :(1) SECURITY PACIFIC /David McDon ld (1) CALLISON PARTNERSHIP /Leonard Ruf (1) LEASE CRUTCHER LEWIS /Ed Murrai (1) CITY OF TUKWILA BLDG DEPT /tls Parts Parts Parts Inc. C) Items inspected: (X- Boxes) ❑ Footings ❑Auger Cast Piles ❑ Slab -on -Grade ❑ Other closure stria F) Test Specimens Cast: Number of Samples x prisms. Set no(s): 19 A -C 6 x 12 cylinders. . Required Strength 3000 psi Specified Age 28 days Quantity of Material Placed: 30 -3/4 Grout: Cement: sacks Job Mix ❑ Ready Mix ❑ High Lift ❑ Low Lift ❑ Cleanouts Inspected: YES ❑ NO ❑ Grout Temp. ('F): K) REMARKS: Placement of concrete was indoors. 10 gallons of water added to load. Batched with hot water. The second load of concrete was rejected for the following reason, 2 hours ite; load rejected, ticket #167576. MAR 05 1 9 s ect ully submitted, 0 ESS ONAL SERVICE INDUSTRIES, INC. C:►rY OF ,Ut<uvu.A NLANIX11._,.NE DEPT__ _ Form /SEA -43 al ❑ Slab- on -decl ❑ Columns ❑ Walls ❑ Beams cubic yards NO ❑ DATE: �J ragmfillit TESTED FOR: REMARKS: cc: 1 SECURITY PACIFIC BANK /D McDonald 1 CALLISON PARTNERSHIP /L Ruff 1 LEASE CRUTCHER /E Murray ., 1) CITiY' OF fTUKWI LAALDG'DEPTs= /cat David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 February 21, 1991 Professional Service Industries, Inc. Pittsburgh Testing Laboratory Division REPORT OF INSPECTION SERVICES PROJECT: SUMMARY OF INSPECTION Computer Wing Exp. Riverton Oper. Center Project #95124 OUR REPORT NO,: 712 - 00508 -28 CONDITIONS REQUIRING CORRECTION - CORRECTIVE ACTION TAKEN 7400 Third Avenue South • Seattle, WA 98108 • Phone: 206/762.4684 • Fax: 206/763.2936 Technician: R. King - Decking /Welding Inspected welding of metal decking, roof level at grids 0.8 to 3 and grid YY to the western perimeter. The end cup is installed along western side from 0.8 to 3. Welding inspected conforms with approved drawings, D -1 and SK -1, specifications and AWS 01.3 -79. Respectfully submitted, Professional Service Industries, Inc. �n ..��: Profe lional Service Industr'."�s, Inc. Pittsbu'yh Testing Laboratory Divisii Et 6 IROJECT: COMPUTER WING EXPANSION ADDRESS: RIVERTON OPERATIONS CENTER DATE: 2/19/9. PERMIT N: ' REPORT I: 712 INSPECTOR: S Schweyen '.0. 1195124 0 Approved Plans on Site: (X -Box) YES ONO )) Location: (Be Complete) westside planter footings at north and south of building, under precast planter walls :) Concrete - City Mix ❑ Design Mix N 08 -Mix A Cement Content: 5 sack Max. Size Aggregate: 7/8 Supplier: Miles Slump (In.) 4 % Air: Concrete Temp. ('F): 66 PTL Batch Ticket Received: YES ❑ NO I) Reinforcing Steel: Grade Specified: 60 Grade Used: 60 Sizes Used: 114, 5 Rebar Manufacturer: 7400.3RO AVENUE S.. SEATTLE. WA 90108 •• A MUTUAL ►AOT(CTIOH 70 CLICHT•. THE •U•LIC AHO OUII•(LV( /. ALL IIC•OI11• ./IC •U•NITTIO A• THE CONFIDENTIAL •Ilo•CIITT or CLIENT'S. AND AUTHORISATION ION •U•LICATION Or NEWS. COMCLU•ION• OR (•TRACT• FROM ON REGARDING OUR PURPORTS 1• INC OUR WRITTEN APPRO CONCRETE / GROUT / MASONRY / FIELD INSPECTION Inspection Report of: (X- Boxes) gj Concrete ❑ Masonry ❑ Other Weather: ® Resteel ❑ Grout overcast Ambient Air Temp: ('F) 56 ® Footings 0 Auger Cast Piles ❑ Slab -on -Grade ❑ Other Form /SEA -43 , C) Items inspected: (X- Boxes) ❑ Slab -on -deck ❑ Columns ❑ Walls ❑ Beams Test Specimens Cast: Number of Samples 3 x _ prisms. Set no(s): 17 A -C 6 x 12 cylinders. . Required Strength 3000 psi Specified Age 28 days Quantity of Material Placed: 10 -3/4 H) Mortar: Type MOSON000 (X- Boxes) Cement Lime Sand Mortar Temp. ('F): Parts Parts Parts cubic yards I) Grout: Cements sacks Job Mix ❑ Ready Mix ❑ High Lift ❑ Low Lift ❑ Cleanouts Inspected: YES 0 NO ❑ Grout Temp. ('F): I) All items inspected are in conformance with approved plans and specifications: YES [M NO ❑ If not, explain, in detail: Note Action(s) taken regarding items of non - compliance: ;) REMARKS: Planter walls precast and previously set in place. Footing formed in below planter walls and concrete placed in footing and under precast wall tieing structure together. Dowels in precast extended into footings. .c: (1) SECURITY PACIFIC /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER LEWIS /Ed Murray (1) CITY OF TUKWILA BLDG DEPT /Us Per drawing CD /SK -21 dated 12/17/90 Typ. planter footing Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. 1 2/19/91 Letter from Conglas re: Haight Roofing. 1 2/20/91 Lease Crutcher Lewis Submittal Transmittal Attachment, addressed to Callison Partnership. ....... _____------......—fili 1 :.1k 0,, 1191 T,. Letter of Transmittal To: CITY OF TUKWILA Copies 6200 Southcenter Boulevard Tukwila, Wa 98188 Date No. Copy To SPBW, Callison, Field, M/0 (EASE CRUTCHER LE1N C O N T R A C T O R S Date: 2/27/91 Job No • R14990 Attention' Tukwila Building Department Re• Riverton Operations Center Security Pacific Bank Washington We Are Sending You: UAttached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of Letter ❑ Change Order ❑ Description Signed These are transmitted as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval XFor your use ❑ Approved as noted ❑ Submit copies for distribution RAs requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ For Bids Due 19 ❑ Prints Returned After Loan To Us Remarks Thank You. ....- ---- -' Db�1 .i/ 1 '. ♦r Donna Lorenz for 4330 148th North East • P.O. Box 817 • Redmond, Washington 98073 is (208) 455.2480 • FAX (208) 882-3219 Seattle: (208) 822.1888. FAX (208) 343.5585 If enclosures are not as noted, kindly notify us at once. rge Kramer ,DEB 19 '91 10: 17 JUJANIITA BAY 820-97 -19 cow@ E CONSOLIDATED FIBER GLASS PRODUCTS CO. Bud field.^ • Sales Representative /Architectural Consultant • Te/ephono (206) 827.5 r17 9757 Juanita Drive, ME, Suite 120 • Kirkland, Washington 98033 February 19, 1991 Mr. Ron Haight Haight Roofing Co. P.O. Box 70150 Seattle, Washington 98107 P,2/1 Dear Ron: This letter is to' certify that Haight Roofing Company is a Conglas approved applicator and specifically approved to apply the roof on the above - referenced project. • Also, the specified Conglas B -UR Specification (RI-34A-Cap) is cited by Underwriters Laboratories to carry a fire resistance rating of Class "A." When the Insulation is installed as specified and as discussed In the pre -job conference the system qualifies for Factory Mutual 1 -90 wind up -lift resistance. ' Should there be further questions please contact me. Truly yours, CONSOLIDATED FIBER GLASS PRODUCTS COMPANY S Bud Field Manager Technical Services N.W. Region BF/zo February 20, 1991 Callison 1420 5th Ave. , Suite •2400 Seattle, Wa': 98101 ASE CRUTCHER LE Attention: Leonard Ruff/ Jim RothVJell Reference: RIVERTON OPERATIONS CENTER LCL Project R14990 Subject: Submittal Transmittal Attachment LCL Submittal: 50 Resub: Owners No: :Resub:: Section 07514 1..03.0 07514 1. 08 Title R,U. Asphalt Roofing Certifications C 0 N T .R .A C' T 0. R S"' B.U. Asphalt. Roofing . Letter to Tukwila Building Dept. 4330 148th North East • PO Box 817 • Redmond, Washington 98073. (208) 455.2480.. FAX (208) 882.3219 Seattle: (2081822.1868 • FAX (20813415585 Submitted Required 2/20/91 3/06/91. 2/20/91 3/06/91 CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUXWILA, WASHINGTON 98188 March 1, 1991 Thomas A. Carpenter Security Pacific Bank Washington Security Pacific Automation Company 12400 East Marginal Way South Tukwila, Washington 98168 Sincerely, Building Official cc: Asst Chief Olivas, Tukwila Fire Marshal PHONE H (206) 433.1800 Subject: Your letter, February 11, 1991, 90 -10-DR The following is forwarded in an attempt to clarify the position of the Tukwila Building Division regarding the two items referred to in your letter: Item 1 - The answer to this item that was provided in our letter, dated 12/26/90, signed by the Fire Marshal and myself, still applies and is my current position on the subject. Item 2 - Your explanation of the need to have equipment vendors and not more than four (4) bank employees in the area of concern at one time, for the purposes explained in your letter, appears to be reasonable and appropriate. As the building official I have no objection to the presence of these people in the area so long as reasonable and prudent care is taken to keep the area free of any construction type hazards. It should be noted, however, that in the event any hazards are observed by either building or fire inspectors, during the course of their routine inspection activity, appropriate action will be taken to clear the area of all but construction workers. If you should have any further questions on this subject feel free to contact me at 431- 3675. Gary L. Va,Dusen, Mayor Sccurity Pacific Automation Company, Inc. A Security Pacific Company February 11, 1991 Hr. Duane Griffin Building Official 6300 South Center Boulevard Tukwila, Washington 98188 Subject: Your letter, December 26, 1990, 90 -10 -DR Dear Mr. Griffin, The following is further clarification to our request in a letter to your office on December 12, 1990. Item 1 - Consideration to stage computer equipment in the new addition, prior to the occupancy permit issuance. Our request for utilizing portions of the new addition for dead storage is still needed. The bank would only be using the raised floor computer room spaces on an as needed basis. The use of this space for dead storage would be managed to guidelines and restrictions as outlined by your office. Computer equipment will not be installed in these spaces until an occupancy permit has been issued. Item 2 - Consideration for bank personnel and vendors to utilize the new addition for the purpose of ongoing maintenance and training the necessary bank employees on the use and maintenance of the Fire Protection Systems, chilled water plant and other electrical equipment. The subject space is an expansion of our facility's mechanical room. This occupancy request addresses Security Pacific's requirement of ongiong maintenance and repairs to equipment residing in the existing mechanical room. Construction activities will be completed prior to owner acceptance training. Training for the new control system will be provided by the controls contractor on the project. ( New Control System replaces the existing system ). Mechanical equipment and controls must remain fully operational at all times to meet the existing data centers environmental needs. A total of four (4) of Security Pacifics staff will be on -site at any one time. All work for this project will be performed by the contractor. Northwest Region 12400 E. Marginal Way S. P.O. Box C34030 Seattle, WA 98124 iiiiiit,11!IfItiiiili FEB 121991 (..': `i of t _ . - 1,,,,e4 PL A ••. . k .\ r , . c.• • Thomas A. Carpenter, AVP Security Pacific Bank Washington . Security Pacific Automation Company , 12400 East Marginal Way South Seattle, Washington 98168 (206) 585-7646 • cc: The Callison Partnership, Architects • Lease Crutcher Lewis, General Contractors louritmediatOttention to our request.lfoUlcf.be greatly appreciated and we willle.loOkinglorward:to your favorable reiponce. should havelny: our request, please feel free to Call .T-76)4.4_0 • Steven P. Sanders, AVP Security Pacific Bank Washington Real Estate Management - NW 12400 East Marginal Way South Seattle, Washington 98168 (206) 585-7023 , . • December 26, 1990 F CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 PHONE # (206) 433.1800 LE Thomas A. Carpenter Security Pacific Bank Washington Security Pacific Automation Company 12400 East Marginal Way South Tukwila, Washington 98168 Subject: Your letter, December 12, 1990, 90 -10 -DR Dear Mr. Carpenter, The following is in answer to the two numbered items in your above referenced letter: Item 1 - Consideration to stage computer equipmept in the new addition. prior to the occupancy permit .issuance. It is and has been the policy of the Tukwila Building Division not to allow anything to be installed or stored in any portion of a building that is not permanently attached type equipment, or equipment being installed by anyone other than the general contractor doing the construction work, until the portion being used for these purposes has been completed and signed off as approved for occupancy by the building inspector. However, on a few occasions, strictly at the option of the building inspector, we have allowed people to designate certain very specific areas, where construction has been completed, to store equipment and merchandise so long as it can be brought in without going through other areas where construction is in process. Prior to this type dead storage being allowed approval of the fire department must also be obtained. In no case will company employees be allowed access to the equipment or merchandise for routine operation purposes. Item 2 - Consideration for Bank personnel and vendors to utilize the new addition for the purpose of ongoing maintenance and trainin• he nece = sa Ba -".lo :.s on th= s maintenance of the fire Protection Systems. Control } Systems. chilled water plant and other electrical, equipment. More information and clarification about what you are requesting on this item will be required. Are you saying the Bank personnel would be trained at the same time as the construction would be going on? How many Bank personnel would require this training? Who would be doing the training? Why must this training be ._1 • Gary L. VanDuun, Mayar Building Official Sincerely, Nick Olivas Asst Fire Chief conducted prior to occupancy? Is the equipment referred to going to be installed by contractors, as part of the remodel construction contract, or will it be done under separate permit by different contractors or Bank employees? The above comments reflect the position of both the Fire Marshal and the Building Official. We have discussed this subject, as it .applies to Item 2 above, and agree that our normal poliicy of not allowing occupancy until the project is completed will apply unless we receive more specific information as to why a deviation is necessary. LAD NO CUSTOMER NO TYPE CURING DATE TESTED ARE DAYS COMPRESSNE STRENGTH psi 4972 12 A 1/28 7 2910 4973 12 B 2/18 28 4410 4974 12 C 2/18 28 4190 Specifications DATE: cc: LOCATION OF POUR: 0.8 9'9" off XX DATE POURED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY f i Professional Service Industries, Inc TESTED FOR: Attn: David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 January 21, 1991 to 4, Line Z to 1/21/91 5 33, clear 57 1/22/91 A Trumbull Miles COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE i' a 121 (1) SECURITY PACIFIC BANK /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER /Ed Murray (1) ;w /tie 7400 Third Avenue South • Pittsburgh Testing Laboratory Division REPORT OF CONCRETE COMPRESSION TEST Seattle, WA 98108 • PROJECT: Computer Wing Exp. Riverton Oper. Center Project #95124 OUR REPORT NO.:. 712- 00508 -1015 FIELD DATA 98' west of Z, QUANTITY OF MATERIAL PLACED SUPPLIER DELIVERY TICKET NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE DESIGN STRENGTH . Phone: 206/762-4664 80 -95 cubic yards Miles 164543 05 47011 30 gals 148011 1820# (7/8 ") 1% Pozzutec 3000 REMARKS X Cylinders made by PSI representative Cylinders made by Archdect's a Contractor's representative Cylinders picked up by PSI X representative X Cylinders delivered to PSI laboratory Test results comply with applicable specifications Test results do not comply with applicable specilicatsns TYPE OF FRACTURE. IF OTHER THAN CONICAL Respectfully submitted, PROFESSIONAL. SERVICE 1 NDUS1BIFS, INC. • FAX: 206/763-2938 LAB NO CUSTOMER NO TYPE CURWG DATE TESTED AGE DAYS COIMPRESSNE STRENGTH PSI 4969 11 A 1/28 7 2090 4970 11 B 2/18 28 3720 4971 11 C 2/18 28 3730 Specifications , DATE: January 21, 1991 LOCATION OF POUR: 0.8 to 4, 9'9" off XX DATE POURED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE. °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY tolanl PProfessional Service Industries, Inc. Pittsburgh Testing Laboratory Division TESTED FOR: Attn: David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 REPORT OF CONCRETE COMPRESSION TEST line Z to 98' 1/21/91 5} 30, clear 59 1/22/91 A Trumbull Miles COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE •' a 12') west PROJECT: Computer Wing Exp. Riverton Oper. Center OUR REPORT NO.: 712- 00508 --1014 FIELD DATA of Z, cc: (1) SECURITY PACIFIC BANK /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER /Ed Murray (1) /tls 7400 Third Avenue South • Seattle, WA 98108 Project #95124 QUANTITY OF MATERIAL PLACED SUPPLIER DELIVERY TICKET NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE DESIGN SIRENGIH • Phone: 206 /762 -4664 0 -80 cubic yards Miles 164506 05 47041 30 gals (1% hot) 1480# 182041 (7/8") 1% Pozzutec 20 3000 REMARKS X Cylinders made by PSI representative Cylinders made by Architect's a — Contractor'stepresentakve Cylinders picked up by PSI X representative Cylinders delivered to PSI laboratory Test results comply with applicable . X__ specdicalans Test results do nol comply with , applicable specifications TYPE OF FRACTURE. IF OTHER THAN CONICAL Respectfully submitted, PBDFFSSIONAL SERVICE INEUSIRIES, INC. • FAX: 208/763-2936 tA8 NO CUSTOMER NO TYPE CURING DATE TESTED AGE DAYS COMPRESSWE STRENGTH PSI 4935 9 A 1/25 7 3180 4936 9 B 2/15 28 4530 4937 9 C 2/15 28 4410 Speetlleallons l Professional Service Industries, Inc. ii~N Pittsburgh Testing Laboratory Division DATE: TESTED FOR: Attn: David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 January 18, 1991 LOCATION OF POUR: (3) spread ftgs & slab for computer wing addition NW of, existing DATE POURED 1/18/91 TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY • REPORT OF CONCRETE COMPRESSION TEST 4 -3/4 48, fair /partly 64 1/19/91 E Petermann Miles COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE i' x 12') OUR REPORT NO.: 712-00.508-'- 1012 FIELD DATA cc: (1) SECURITY PACIFIC BANK /David McDonald (1) CALLISON PARTNZRSHIP /Leonard Ruff (1) LEASE CRUTCHER /Ed Murray (1) . / t 1 s 7400 Third Avenue South • Seattle, WA 98108 PROJECT: Computer Wing Exp. Riverton Oper. Center Project 4195124 QUANTITY OF MATERIAL PLACED 109 cubic yards SUPPLIER Miles DELIVERY TICKET NO. 164346 MIX NUMBER AND PROPORTIONS CEMENT cloudy WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE DESIGN STRENGDI • Phone: 206 /782 -4884 47041 30 gals (hot) 148041 1820# 1% Pozztec 20 3000 REMARKS X Cylinders made by PSI repesentative Cylinders made by Architect's or Contractor's representative Cylinders pocked uo by PSI representative X Cylinders delivered to PSI laboratory Test results comply with applicable $_ specifications Test results do not comply with _ applicable specifications TYPE OF FRACTURE, IF OTHER THAN CONICAL Respectfully subiitted, PROFESSIO1AL SERVICE INWSfl IES, INC. • FAX: 206/783 -2938 LAO HO CUSTOMER NO 1 TYPE CURING DATE TESTED r AGE DAYS COMPRESSIVE STRENGTH PSI 4938 10 A 1/25 7 damaged, no test 4939 10 B 2/15 28 5120 4940 10 C 2/15 28 5060 Specifications DATE: a j Professional Service Industries, Inc. Pittsburgh Testing Laboratory Division 9 TESTED FOR: Attn: David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 ff. • .. 1 January 18, 1991 LOCATION OF POUR: Slab for northwest of existing GATE POURED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY cc: (1) SECURITY PACIFIC BANK /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER /Ed Murray (1) F, • �' T, REPORT OF CONCRETE COMPRESSION TEST computer wing 1/18 4 52, fair 64 1/19 " E. Petermann Miles COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE /• x 12') addition FIELD DATA /tls 7400 Third Avenue South • Seattle, WA 98108 PROJECT: Computer Wing Exp. Riverton Oper. Center. Project #95124 OUR REPORT NO.: 712- 00508 -1013 QUANTITY OF MATERIAL PLACED SUPPLIER DELIVERY TICKET NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE DESIGN STRENGTH *1 gallon /cy added in • Phone: 208/782-4884 109 cubic yards Miles 164383 148011 30 gals* 1480# 182011 1% Pozzutec 20 3000 field REMARKS X Cylinders made by PSI repesenlalwe Cylonders made by Areh.teel's or Contractor's representative X Cylinders pcked uo by PSI representative Cylinders delivered 10 PSI laboratory Test results comply with applicable specifications Test results do not Comply with applicable speclhcatrons TYPE OF FRACTURE. IF OTHER THAN CONICAL Respectfully submitted, PROFESSIONAL SERVICE 1ND SiRIFS, INC. • FAX: 208/783.2938 LAB NO CUSTOMER NO TYPE CURING DATE TESTED AGE DAYS COMPRESSIVE STRENGTH PSI 4627- 7 -A 1 /11 7 2960 4628 7 -8 2/01 . 28 4720 4629 7 -C 2/01 28 4410 Specifications • • :STED FOR: Attn: David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 a January 11, 1991 DCATION OF POUR: Footings line 4 to :,ine 6 to 5 grid Y.7 to ZZ. ATE POURED IME LUMP, IN. IR CONTENT, % IR TEMPERATURE, °F ONCRETE TEMPERATURE, °F ATE RECEIVED IN LAB IELD DATA SUBMITTED BY (IX DATA SUBMITTED BY cc: (1) SECURITY PACIFIC BANK /David McDonald (1) CALLISON PARTNgRSHIP /Leonard Ruff (1) LEASE CRUTCHER /Ed Murray . (1) CITY OF TUKWILA BLDG. DEPT. )SI A.20n.2 1/04/91 4 29 50 1/05/91 A. Trumbull Miles COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE •' a 121 FIELD DATA REPORT OF CONCRETE COMPRESSION TEST 14,M1 P irvi ustie P Pittsburgro onal h Testing Se Laboratory Ind Division PROJECT: Computer Wing Exp. Riverton Oper. Center Project #95124 OUR REPORT NO.: 712-00508- 1010 6 grid Y to Y.7. QUANTITY OF MATERIAL PLACED SUPPLIER DELIVERY TICKET NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE DESIGN STRENGTH X 0 -20 cubic yards Miles 163411 08 470# 28 gals 1480# 1820# (7/8 ") 3000 at 28 days REMARKS X Cywnders made by PSI representative CyIinders made by ArcMlect's or Contractor's representative Cylinders picked uo by PSI representative Cylinders delivered to PSI Laboratory Test results comply with applicable soecd cations Test results do not comply with applicable specdlcahons TYPE OF FRACTURE. IF OTHER THAN CONICAL Respectfully submitted, PROFESSICNAL SERVICE INDUSTRIES, INC. /set /tls 7400 Third Avenue South • Seattle, WA 98108 • Phone: 206/762-4664 • Fax: 206/763.2936 LAO NO CUSTOMER NO TYPE CUR NO DATE TESTED AGE GAYS COMPRESSIVE STRENGTH PSI 4600• 6 -A 1 /11 7 5040 4601 4 -8 2/01 . 28 6970 4602 6 -C 2/01 28 6990 • Specifications ■TE: RAI A.m1.9 I1' Professional Service Industries, Inc. Pittsburgh Testing Laboratory Division !STED FOR: Attn: David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 January 11, 1991 )CATION OF POUR: ATE POURED ME _UMP, IN, IR CONTENT, IR TEMPERATURE, °F ONCRETE TEMPERATURE, °F ATE RECEIVED IN LAB IELD DATA SUBMITTED BY IIX DATA SUBMITTED BY 5 cc: (1) SECURITY PACIFIC BANK /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER /Ed Murray (1) CITY OF TUKWILA BLDG. DEPT. REPORT OF CONCRETE COMPRESSION TEST Panels (4) D- panels, (12) A- panels. 1/04/91 28 55 1/05/'91 A. Trumbull Miles COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE i' a 12') PROJECT: Computer Wing Exp. Riverton Oper. Center OUR REPORT NO.: 712 - 00508- 1009 FIELD DATA Project #95124 QUANTITY OF MATERIAL PLACED SUPPLIER DELIVERY TICKET NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE DESIGN STRENGTH cubic yards Miles 163351 26 705# 29 gals 1480# 1820# (7/8") 5oz Poly Heed 5000 at 28 days REMARKS X Cylinders made by PSI representative Cylinders made by ArcMlect's a Contractor's repeserllslive Cylinders picked up by PSI X representat've X Cylinders delivered to PSI latlaralory Test results comply with applicable specifications Test results do not Comply with applicable specd TYPE OF FRACTURE. IF OTHER THAN CONICAL Respectfully sutmitted, PROFESSIONAL SEED/ICE INDUSTRIES, INC. /set /t14'400 Third Avenue South • Seattle, WA 98108 • Phone: 206/762 -4664 • Fax: 206/763.2938 .M t+ i Profr ional Service Indust s, Inc. Pittsbb1 gh Testing Laboratory Divis n PROJECT: COMPUTER WING EXPANSION INSPECTOR: J Chebul P.O. 1195124 A) Approved Plans on Site: (X -Box) YES ❑ NO Concrete - City Mix ❑ Design Mix B Cement Content: 5 sack Max. Size Aggregate: 7/8" Supplier: Miles Slump (In.) 4 % Air: Concrete Temo. ('F): 50 PTL Batch Ticket Receiveu: YES ❑ NO G) Reinforcing Steel: Grade Specified: 60 Grade Used: 60 Sizes Used: 115 Rebar Manufacturer: Salmon Bay K) REMARKS: /tls 7400.3RD AVENUE S., SEATTLE. WA 98100 Al A MUTUAL •IIOTCCTION TO CLICNTS. THIS PU•LIC AHO OUCCCCCCS, ALL II CPO11 TS ARC SU.UITTISO Al THIS COH/IOCNTIAL ►110 Or CLOUTS'., ANO AUTHORISATION •OR •UPLICATION or MIMIC. CONCLUSION, OR ISSTIIACTI /ZION OR TI ISOAROINO OUR RC►ORTS 1p R VCO ♦CHOINO OUR WRITTCH ArrROVAL. CONCRETE / GROUT / MASONRY / FIELD INSPECTION B) Inspection Report of: (X- Boxes) ® Concrete ❑ Masonry ❑ Other cc :(1) SECURITY PACIFIC /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER LEWIS /Ed Murray (1) CIS'rgYJ.:DF,AU.KWILA :BLDG DEPT# ® Resteel ❑ Grout H) Mortar: Type M ❑SON 000 (X- Boxes) Cement Lime Sand Mortar Temp. ('F): Note Action(s) taken regarding items of non - compliance: ADDRESS: RIVERTON OPERATIONS CENTER Weather: overcast D) Location: (Be Complete) Type F footings at north and west ends of site Test Specimens Cast: x prisms. 6 x 12 cylinders. Required Strength 3000 psi Specified Age 28 days Quantity of Material Placed: 5 Parts Parts Parts Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. Form /SEA -43 DATE: 1/30/91 PERMIT p: REPORT N: 712 - 00508 -21 Ambient Air Temp: VF) 37 C) Items inspected: (X- Boxes) ® Footings ❑ Slab -on -deco ['Auger Cast Piles ❑Columns ❑ Slab -on -Grade ❑ Walls ❑ Other ❑ Beams Number of Samples Set no(s):16 A - cubic yards I) Grout: Cement: sacks Job Mix ❑ Ready Mix ❑ High Lift❑ Low Lift ❑ Cleanouts Inspected: YES ❑ NO ❑ Grout Temp. ('F): J) All items inspected are in conformance with approved plans and specifications: YES EM NO ❑ If not, explain, in detail: • ,i7 0: Profe ional Service Industr s, Inc. ag Pittsb &gh Testing Laboratory Divis %n PROJECT: COMPUTER WING EXPANSION INSPECTOR: E Petermann P.O. 1195124 A) Approved Plans on Site: (X -Box) YES ❑ NO at northwest corner of existing building.f E) Concrete - City Mix ❑ Design Mix If Cement Content: 70511 Max. Size Aggregate: 7/8" Supplier: Miles Slump (In.) 4 % Air: N/A Concrete Temo. ('F): 60 PTL Batch' Ticket Received: YES ❑ NO G) Reinforcing Steel: Grade Specified: Grade Used: Sizes Used: Rebar Manufacturer: 60 60 3, 4, 5 cc: (1) SECURITY PACIFIC /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER LEWIS /Ed Murray (1) CITY OF TUKWILA BLDG DEPT /tls 7400.3RO AVENUE S., SEATTLE. WA MOO A• A MUTUAL M OTCCTION TO CLIRNT•, TN[ •U•LIC AIM OUMS[LVC•, ALL .[►OATS AA[ •U•MITTS0 A• T11[ CON710[NTIAL ►110 ►R11TT or Cll[NT•, 4140 AUTMOIIIIATION .OPI •U •LICAT1oN or •TATC NRNTS, CONCLUSIONS 011 [RTIIACIS 'nom OA 1,[0A11OIN0 OUR SR•OIITS I• 11C•[NVCD •CNOINO OUII WPITTCM AP►POVAL, CONCRETE / GROUT / MASONRY / FIELD INSPECTION B) Inspection Report of: (X- Boxes) in Concrete 0 Masonry ❑ Other ADDRESS: RIVERTON OPERATIONS CENTER i DATE: 1/29/91 PERMIT W: REPORT N: 712 - 00508 -20 1. Weather: cool, clear Ambient Air Temp :('F) 30 -37 number 10 was done this date. ® Resteel ❑ Grout Test Specimens Cast: x prisms. 6 x 12 cylinders. Required Strength 5000 psi Specified Age 28 days H) Mortar: Type M❑S❑N000 (X- Boxes) Cement Lime Sand Mortar Temp. ('F): Note Action(s) taken regarding items of non - compliance: Parts Parts Parts C) Items inspected: (X- Boxes) ❑ Footings ❑Auger Cast Piles ® Slab -on -Grade Q Othertilt -up Quantity of Material Placed: 62 K) REMARKS: Report:11712- 00508 -18 dated 1/24/91 listed panel number 10 in error, Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. Form /SEA -41 ❑ Slab -on -deck ❑ Columns ® Walls ❑ Beams D) Location: (Be Complete) Tilt -up panels 1, 10,•16, 17, 20, 4 long planters panels, 4 short planter panels, 2 corner screen wall column panels, 8 screen wall beam panels, fill -in slab Number of Samples 8 Set no(s): 15 A -H 4 Std 4 Field cure cubic yards ) Grout: Cement: sacks Job Mix ❑ Ready Mix ❑ High Lift ❑ Low Lift ❑ Cleanouts Inspected: YES ❑ NO ❑ Grout Temp. ('F): r,Y J) All items inspected are in conformance with approved plans and specifications: YES ID NO ❑ If not, explain, in detail: I.AD NO CUSTOMER NO TYPE CURYtO DATE TESTED AGE DAYS COMPRESSNE STRENGTH PSI 4674 8 A 1/16 7 3540 4675 8 B 2/06 28 5430 4676 8 C 2/06 28 5440 Speclllcatlons 28 3000 DATE: cc: tircrut .nete Professional Service Industries, Inc. ammo maj _... Pittsburgh Testing Laboratory Division TESTED FOR: Attn: David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 REPORT OF CONCRETE COMPRESSION TEST 44, drizzle 55 1/10/91 T Wirtz Miles COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE 6' a 12'1 PROJECT: Computer Wing Exp. Riverton Oper. Center Project #95124 January 9, 1991 OUR REPORTNO.: 712- 00508 -1011 LOCATION OF POUR: Column footings YY -2 FIELD DATA through 5, XX -5, YY -5; northeast corner .foundation , wall section, balance of 'wall footing DATE POURED 1/9/91 TIME SLUMP, IN. 4 AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY QUANTITY OF MATERIAL PLACED SUPPLIER DELIVERY TICKET NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE DESIGN SIRFNGDH X 29 cubic yards Miles 163726 A 470# 28 gals. 1480# 1820# (7/8 ") 3000 REMARKS X Cylinders made by PSI representative Cylinders made by Architect's or Contractor's representative X Cylinders pocked up by PSI _ representative Cylinders delivered to PSI laboratory Test results comply with applicable specil Test results do not comply with ,_ applicable specifications TYPE OF FRACTURE. IF OTHER THAN CONICAL Respectfully Sukmi.tted, PROPESSIONAL SERVICE INDUSTRIES, INC. (1) SECURITY PACIFIC BANK /David McDonald (1) CALLISON PARTNgRSHIP /Leonard Ruff (1) LEASE CRUTCHEI t /Ed Murray 4 0 11IT ibi Ti1 iiiik LDG. DEPT. /as 7400 Third Avenue South • Seattle, WA 98108 • Phone: 206/782.4884 • Fax: 206/783.2936 ��i PROJECT: COMPUTER WING EXPANSION INSPECTOR: S Schweyen DATE: 1/25/91 P.O. 1195124 A) Approved Plans on Site: (X -Box) YES ❑ NO E) Concrete - City Mix ❑ Design Mix N Cement Content: Max. Size Aggregate: Supplier: Slump (In.) % Air: Concrete Temp. ('F): PTL Batch Ticket Received: YES ❑ NO ❑ 3) Reinforcing Steel: Grade Grade Sizes Reber SS Specified: 60 Used: 60 Used: #4, #5 Manufacturer: Prof( . 3ional Service Indust' s, I lc- Form /SEA -43 JAN 4 1 1991 (;( "fY CONCRETE / GROUT / MASONRY / FIELD INSPECTI.N PL A(1 Nilu''. ("Ir o r Pittsburgh Testing Laboratory Division 7400.3RD AVENUE S., SEATTLE. WA 901013 •• A MUTUAL PROTECTION TO CLICNT•, tUC ♦UULIC AND OUR•CLVta. All RCP •U( •U•MITnto Al TIIC CONFIDENTIAL PROPCRIT Or CLITNT•. AND AUTNOINTA FOR PU•LICATION OP •TATCMCNT•, CONCLUSIONS OR C•TTIACT• PROM OR RECAN OUR RE PORTS 1• R VtO PCNOING OUR WNITTC■ APPROVAL, B) Inspection Report of: (X- Boxes) ❑ Concrete ❑ Masonry ❑ Other D) Location: (Be Complete) Tilt -up panels 16, 17; 20 and 8 screen wall typical panels :c: (1) SECURITY PACIFIC /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER LEWIS /Ed Murray (1) CIMOF.AUKWILA,.$ DC,A ?'x Ala Test Specimens Cast: Number of Samples x prisms. Set no(s): x _ cylinders. Required Strength psi Specified Age days Quantity of Material Placed: cubic yards H) Mortar: Type M ❑S ❑N 000 (X- Boxes) Cement Lime Sand Mortar Temp. Note Action(s) taken regarding items of non - compliance: C) REMARKS: Check for final clearance required. Weather: partly cloudy ® Resteel ❑ Grout ('F): Check for balance of resteel as required. ADDRESS: RIVERTON OPERATIONS CENTER PERMIT N: REPORT $: 712 - 00508 - Ambient Air Temp: ('F) 50 - 60's C) Items' inspected: (X- Boxes) Parts Parts Parts ❑ Footings ❑Auger Cast Piles ❑ Slab -on -Grade ® Other Panels ASS ON NO Grout: Cement: Job Mix ❑ High Lift ❑ Cleanouts Inspected: YES ❑ NO ❑ Grout Temp. ('F): 1) All items inspected are in conformance with approved plans and specifications: YES CO NO ❑ If not, explain, in detail: Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. ❑ Slab -on -deck ❑ Columns ❑ Walls ❑ Beams sacks Ready Mix ❑ Low Lift ❑ LAO NO CUSTOMER NO TYPE CURNNG GATE TESTED AGE OAVS COMPRESSIVE STRENGTH PSI 4972 12 A 1/28 7 2910 4973 12 B 2/18 28 4974 12 C 2/18 28 Sp•clficatlons DATE: cc: January 21, 1991 LOCATION OF POUR: 0.8 to 4, 9'9" off XX DATE POURED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY �.i p�� Professional Service Industries Pittsburgh Testing Laboratory Division TESTED FOR: Attn: David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 REPORT OF CONCRETE COMPRESSION TEST Line Z to 98' west 1/21/91 5 33, clear 57 1/22/91 A Trumbull Miles COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE s' a 12') OUR REPORT NO.:. 712 -- 00508 -1015 FIELD DATA of Z, PROJECT: Computer Wing Exp. Riverton Oper. Center Project #95124 QUANTITY OF MATERIAL PACED SUPPLIER DELIVERY TICKET NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE DESIGN SIREN= Aji. IIIjI�li.it JAN �:1 CS TY OF TUICVV PLANNING TWPT. 80 -95 cubic yards Miles 164543 05 470# 30 gals 1480# 1820# (7/8 ") 17 Pozzutec 3000 REMARKS x Cylinders made by PSI representative Cylinders made by Architect's or Contractor's representative x Cylinders picked up by PSI representative Cylinders delivered to PSI Laboratory Test results comply with applicable specilicalions Test results do not comply with applicable specdreatrons TYPE OF FRACTURE. IF OTHER THAN CONICAL Respectfully sutntitted, PROFESSIQtW. SERVICE INIUS1RIES, INC. (1) SECURITY PACIFIC BANK /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER /Ed Murray (1) CITY >-0E- TUKWILA oLDG. - DE /tls 7400 Third Avenue South • Seattle, WA 98108 • Phone: 206/762-4664 • Fax: 206/763-2936 LAB NO CUSTOMER NO TYPE CURING DATE TESTED AGE DAYS COMPRESSIVE STRENGTH PSI 4969 11 A 1/28 7 2090 4970 11 B 2/18 28 4971 11 C 2/18 28 Specifications cc: C TESTED FOR: Attn: David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 DATE: January 21, 1991 LOCATION OF POUR: 0.8 to 4, 9'9" off XX DATE POURED TIME SLUMP, IN, AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY REPORT OF CONCRETE COMPRESSION TEST line Z to 98' ]./21/91 5i 30, clear 59 1/22/91 A Trumbull Miles COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE •' a 12') west of Z, OUR REPORT NO.: 712 -00508 -1014 FIELD DATA et= via,/ Professional Service Industries, Inc. Pittsburgh Testing Laboratory Division PROJECT: Computer Wing Exp. Riverton Oper. Center Project #95124 QUANTITY OF MATERIAL PLACED SUPPLIER DELIVERY TICKET NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE DESIGN SIRENGIN 0 -80 cubic yards Miles 164506 05 470# 30 gals (1% hot) 1480# 1820# (7/8 1% Pozzutec 20 3000 REMARKS X Cylinders made by PSI representative Cylinders made by Archdecl's a ConlreClor's representative X Cylinders picked up by PSI representative Cylinders delivered to PSI laboratory Test results Comply with nook able specifications Test results do not Comply with applicable specifications TYPE OF FRACTURE. IF OTHER THAN CONICAL Respectfully sulseltted, PROFESSIONAL SERVICE INCUSIRIFS, INC. ( 1) SECURITY PACIFIC BANK /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER /Ed Murray . (1) CITY QF IKWILA BLDG. DEPT /tls 7400 Third Avenue South • Seattle, WA 98108 • Phone: 208/762.4864 • Fax: 208/783.2936 LAB NO CUSTOMER NO TYPE CURING DATE TESTED AGE DAYS COMPRESSNE STRENGTH PSI 4935 9 A 1/25 7 3180 4936 9 B 2/15 28 4937 9 C 2/15 28 Specifications DATE: January 18, 1991 4 -3/4 6 F23 Professional Service Industries, Inc. Pittsburgh Testing Laboratory Division TESTED FOR: Attn: David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 LOCATION OF POUR: (3) spread ftgs & slab for computer wing addition NW of. existing DATE POURED 1/18/91 TIME SLUMP, IN, AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY REPORT OF CONCRETE COMPRESSION TEST 48, fair /partly 64 1/13/91 E Petermann Miles COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE S x 12') FIELD DATA cc: (1) SECURITY PACIFIC BANK /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER /Ed Murray '(1) CITY OF TUKWILA BLDG. DEPT. /tls PROJECT: Computer Wing Exp. Riverton Oper. Center Project #95124 OUR REPORT NO.: 712- 00508- 1012 QUANTITY OF MATERIAL PULED SUPPLIER Miles DELIVERY TICKET NO. 164346 MIX NUMBER AND PROPORTIONS CEMENT cloudy WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE DESIGN SLRR4GTH 7400 Third Avenue South • Seattle, WA 98108 • Phone: 206/762.4664 109 cubic yards 47041 30 gals (hot) 148041 18204/ 17. Pozztec 20 3000 REMARKS X Cylindera made by PSI represenlative Cylinders made by Arctwlect's a Conttactor'srepresenlafive Cylinders picked up by PSI X representative Cylinders delivered to PSI laboratory Test results comply with applicable specifications Test resUI111 do not comply with applicable specifications TYPE OF FRACTURE. IF OTHER THAN CONICAL Respectfully submitted, PROFESSIONAL SERVICE nlwsnu s, DE. Fax: 206/763.2936 LAO NO CUSTOMER NO TYPE CURING DATE TESTED AGE DAYS COMPRESSVE STRENGTH P5r 4674 8 A 1/16 7 3540 4675 8 B 2/06 28 4676 8 C 2/06 28 • Specifications 28 3000 DATE: wall footing DATE POURED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY /tls pa 7 o (02ii Professional Service Industries, Inc. TESTED FOR: Attn: David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 Pittsburgh Testing Laboratory Division Pittsburgh Testing Laboratory Division REPORT OF CONCRETE COMPRESSION TEST PROJECT: Computer Wing Exp. Riverton Oper. Center Project #95124 January 9, 1991 OUR REPORT NO.: 712-0050i-1011 LOCATION OF POUR: Column footings YY -2 FIELD DATA through 5, XX -5, YY -5; northeast corner foundation wall section, balance of foundation 1/9/91 4 44, drizzle 55 1/10/91 T Wirtz Miles COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE •' it 12') cc: (1) SECURITY PACIFIC BANK /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER /Ed Murray . (1)t4 CITY OiL TUKWTLA QUANTITY OF MATERIAL PLACED SUPPLIER DELIVERY TICKET NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE DESIGN STRENGTH 29 cubic yards Miles 163726 A 470# 28 gals. 1480# 1820# (7/8 ") 3000 REMARKS X Cylinders made by PSI representative Cylinders made by Architect's or Contractor's representative Cylinders picked up by PSI X representative Cylinders delivered to PSI laboratory Test results comply with applicable specifications Test results do not comply with applicable speculrcahons 7400 Third Avenue South • Seattle, WA 98108 • Phone: 206/762.4664 • Fax: 206/763.2936 TYPE OF FRACTURE. IF OTHER THAN CONICAL Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. Del A.W1.7 /tls Nom; Professional Service Industries, Inc. Pittsburgh Testing Laboratory Division REPORT OF INSPECTION SERVICES TESTED FOR: David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 DATE: January 18, 1991 REMARKS: Technician: E Petermann - Resteel Looked at resteel and related preparations for floor slab placement scheduled for Monday, January 21, 1991. Slab on northside of existing building grid line 4 to 8 and YY to ZZ. Vapor barrier is down, dowels are drilled into existing wall, basic grid of #3 bar at 18" O.C. each way is being placed but not completed. Slick dowels not entirely placed at perimeter. OK subject to final inspection before placement. CONDITIONS REQUIRING CORRECTION - CORRECTIVE ACTION TAKEN cc: (1) SECURITY PACIFIC /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER LEWIS /Ed Murray (1) °CITXsn;OFTUKWILA BLDG DEPT SUMMARY OF INSPECTION PROJECT: COMPUTER WING EXPANSION RIVERTON OPERATIONS CENTER P.O. 1/95124 OUR REPORT NO.: 712-00508-15 Respectfully submitted, Professional Service Industries, Inc. 7400 Third Avenue South • Seattle, WA 98108 • Phone: 206/762.4664 • Fax: 206/763.2936 PROJECT: COMPUTER WING EXPANSION INSPECTOR: E Petermann P.O. 1195124 A) Approved Plans on Site: (X -Box) YES ONO D) Location: (Be Complete) Casting bed and floor slab for computer wing addition, north and west of existing computer wing, also 3 spread footing in addition area west of existing building. E) Concrete - City Mix Design Mix N Cement Content: 5 sack Max. Size Aggregate: 7/8" Supplier: Miles Slump (In.) 4i % Air: n/a Concrete Temp. (AF): 64 PTL Batch Ticket Received: YES ❑ NOM G) Reinforcing Steel: Grade Specified: 60 Grade Used: 60 Sizes Used: 3, 5 Rebar Manufacturers J) All items inspected are in co:formance with approved plans and specifications: YES ® NO ❑ If not, explain, in detail: Note Action(s) taken regarding items of non - compliance: K) REMARKS: traPV Profe ;ional Service Indust ' s, Inc. lo Irow Pittsbilk: gh Testing Laboratory Divisn 7400.3n0 AVENUE S.. SEATTLE. WA 98108 AS • A NUTUAL PAOTECTION TO CLIENT., THE PUSLIC AMO OUP•ELVR /, ALL REPOAT• •AE •U•NIT7.O Al THE CONIIOENTIAL •AO OP CLIENT•, AMO AUTNORIIATION ,OA •USLICATION OF NENT•. CONCLUSIONS OA RSTAACTS IRON OA R .GAUGING OUR SUPOAT. IS AESEAVEO PENDING OUR WAITTEN APPAovAL. CONCRETE / GROUT / MASONRY / FIELD INSPECTION B) Inspection Report of: (X- Boxes) ® Concrete ® Resteel ❑ Masonry ['Grout ❑ Other H) Mortar: Type M❑S ❑N 000 (X- Boxes) Cement Parts Lime Parts Sand Parts Mortar Temp. ('F): Tukwila inspector visited site today. cc: (1) SECURITY PACIFIC /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER LEWIS /Ed Murray (1) CITY OF TUKWILA BLDG DEPT /tls ADDRESS: RIVERTON OPERATIONS CENTER 6 x 12 cylinders. Required Strength 3000 psi Specified Age 28 days Quantity of Material Placed: 109 Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. Form /SEA -43 HATE: 1/18/91 PERMIT N: 6278 REPORT N: 712 - 00508 -14 Weather: Fair, clearing Ambient Air Temp: ('F) 50 C) Items inspected: (X- Boxes) IJ Footings ❑Slab- on -dec ['Auger Cast Piles ❑Columns J Slab -on -Grade ❑ Walls ❑ Other ❑ Beams F) Test Specimens Cast: Number of Samples prisms. Set no(s): 9 A - 10 A -C cubic yards Grout: Cements sacks Job Mix ❑ Ready Mix ❑ High Lift ❑ Low Lift ❑ Cleanouts Inspected: YES ❑ NO ❑ Grout Temp. ('F): Zvi TROJECT: Foster High School ADDRESS: 42nd & 144th St. Tukwila INSPECTOR: E Petermann 1) Approved Plans on Site: (X -Box) in YES ❑ NO and BJ from B18 to B11 ;) Concrete - City Mix ❑ Design Mix N Cement Content: Max. Size Aggregate: Supplier: Slump (In.) t Air: Concrete Temp. ('F): PTL Batch Ticket Received: YES ❑ NO ❑ ;) Reinforcing Steel: Grade Grade Sizes Rebar Specified: Used: Used: Manufacturer: ProfeCiional Service Industr Pittsburgh Testing Laboratory Division 7400.3n0 AVENUE S.. SEATTLE. WA DfTOe Al A MUTUAL PROT[CTION 70 CLIINT.. TIIC •USLIC AHO OUP111Vll. ALL IIIPOIII A.1 .U.MITTID A. 7141 CONIIOCHTIAI. PROPCI.TT O/ C1.1CNTA., AHO AUTHOR ON PO. PU.LICATIOH OP MINT.. CONCLUSIONS OA 1[T.AC70 PROM O. PIOARDINO OUR IIIPOIITS IS .1 /1PVIO P(HbINO OUR WPITTRN APP.oVAI. I CONCRETE / GROUT / MASONRY / FIELD INSPECTION DATE: 1/17/91 PERMIT N: 6194 Weather: fair B) Inspection Report of: (X- Boxes) ❑ Concrete ❑ Resteel ❑ Masonry 123 Grout ❑ Other mortar H) C (1) HEERY MANAGEMENT, INC. /Gary Goltz (1) BJSS GROUP (1) LYDIG CONSTRUCTION /Glyn Slattery (1) CITY OF TUKWILA /tls I) REMARKS: Cubes formed on 2x2x2 brass molds F) Test Specimens Cast: 2 x 2 x 2 prisms. x cylinders. Required Strength 6000 Specified Age 28 Mortar: Type M❑S❑N000 (X- Boxes) Cement 1 Parts Lime Parts Sand 3 Parts Mortar Temp. ('F): Note Action(s) taken regarding items of non - compliance: Inc. REPORT N: 712 - 00463 -2039 Ambient Air Tomp :('F) 45 - C) Items inspected: (X- Boxes) ❑ Footings ❑Auger Cast Piles ❑ Slab -on -Grade ❑ Other ►) Location: (Be Complete) dry pack mortar seal under tilt - up wall panels on line B1 psi days Quantity of Material Placed: ±10 I) Grout: Cement: Job Mix Number of Samples Set no(s): Cube 1 A -C cubic ft. sucks ❑ Ready Mix ❑ High Lift ❑ Low Lift ❑ Cleanouts Inspected: YES ❑ NO ❑ Grout Temp. ('F): I) All items inspected are in conformance with approved plans and specifications: YES [M NO ❑ If not. explain, in detail: Masonry sub - contractor on site, starting CMU work on AF from A6 to A7. No sample cast. Fora /SEA -43 ❑ Slab -on -deck ❑ Columns ❑ Walls ❑ Beams Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. REMARKS: !81 A.300.1 /tie c:„„,„:::j Professional Service Industries, Inc. Pittsburgh Testing Laboratory Division REPORT OF INSPECTION SERVICES TESTED FOR: David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 DATE: January 17, 1991 OUR REPORT NO.: 712- 00508 -13 Technician: E. Petermann - Resteel SUMMARY OF INSPECTION PROJECT: COMPUTER WING EXPANSION RIVERTON OPERATIONS CENTER P.O. 1195124 Concrete placement at 3 spread footings in computer room addition west of exist- ing computer wing cancelled due to problem with electrical grounding grid. Checked resteel for floor slab north and west of existing computer wing. Resteel consists of basic grid of #3 bars on 18" center both ways. Slip dowels at edge not installed yet. Note that bars are cut per detail 12 on SO.1 for future sawcutting control joints. OK subject to final check prior to concrete. CONDITIONS REQUIRING CORRECTION - CORRECTIVE ACTION TAKEN / ".----b /Olgi JAN 23"-;;;::-.1 9: j cri cc: (1) SECURITY PACIFIC /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER LEWIS /Ed Murray (1) CITY OF TUKWILA BLDG DEPT Respectfully submitted, Professional Service Industries, Inc. 7400 Third Avenue South • Seattle, WA 98108 • Phone: 206/762.4664 • Fax: 206/783.2936 LAD NO CUSTOMER NO TYPE CURM4G DATE TESTED AGE DAYS COMPRESSIVE STRENGTH PSI 4473 5 -A 12/26 8 4230 4474 5 -B 01/15 • 28 6250 4475 5 -C 01/15 28 5940 • Specifications _ , DATE: 12/16/90 LOCATION OF POUR: /set a u Professional Service Industries, Inc. Jh'I Pittsburgh Testing Laboratory Division TESTED FOR: Attn: David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 DATE POURED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY Mechanical REPORT OF CONCRETE COMPRESSION TEST 12/17/90 room slab 53 67 12/18/90 A. Trumbull Miles COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE f' a 12) FIELD DATA on grade. PROJECT: Computer Wing Exp. Riverton Oper. Center Project #95124 OUh REPORT NO.: 712- 00508- 1008 QUANTITY OF MATERIAL PLACED SUPPLIER DELIVERY TICKET NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE DESIGN STRENGTH . cc: (1) SECURITY PACIFIC BANK /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER /Ed Murray _(1) 7400 Third Avenue South • Seattle, WA 98108 • Phone: 208/782 -4684 29 cubic yards Miles 162970 09 517# 28.2 gals 1390# 1850# (7/8 ") 3000 • REMARKS X CylinderS made by PSI represenlanve Cylinders made by Ikeened's or _ Contractor's represenlallve Cylinders pocked up by PSI represonlanve Cylinders delivered to PSI laboratory X Test results comply with sinkable soeaIscatans Test results do not comply wdh _ amicable specdrestrons TYPE OF FRACTURE. IF OTHER THAN CONICAL Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, IN:. • FAX: 208/763-2936 .0. #95124 (3 ;) REMARKS: Profe�� Tonal Service Industrie, Inc. fJN Pittsburgh Testing Laboratory Division ROJECT: COMPUTER WING EXPANSION NSPECTOR: J Schaible DATE: 1/3/91 B) Inspection Report of: (X- Boxes) o Concrete ® Rested ❑ Masonry 0 Grout ❑ Other Approved Plans on Site: (X -Box) © YES C] NO Location: (Be Complete) panels (4 D type) (8 A type) Concrete - City Mix ❑ Design Mix M Cement Content: Max. Size Aggregate: Supplier: Slump (In.) % Air: Concrete Temp. ('F): PTL Batch Ticket Received: YES ❑ NO ❑ ,) Reinforcing Steel: Grade Specified: 60 Grade Used: 60 Sizes Used: 414, #5 Rebar Manufacturer: east footing line, north All items inspected are in conformance with approved plans and specifications: YES ED NO ❑ If not, explain, in detail: Note Action(s) taken regarding items of non - compliance: c: (1) SECURITY PACIFIC /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1),LEASE CRUTCHER LEWIS /Ed Murray (1) CITY OF TUKWILA BLDG DEPT /tls 7400•3R0 AVENUE S.. SEATTLE. WA tie :Oe AS • A MUTUAL r110T(CTION 70 CLI•MT•. THC •U•LIC AHO OU11•(LV••. ALL •(rO•T Am( •U•MITVI0 AS THC COIVIO(NTIAL PRO Or CLHEHT•, AND AU7MO•II•7IO FOR PU•LICATION Or M(NT•. CONCLUSION, OR CIITIIACT• ►•OM OR 11•OA1101N OUR •(rOST• 1• •CSI.SVCO r(NOINO OUA wSITT(N A•r11OVAl, Form /SEA -43 JAtd.0 J 1991 CONCRETE / GROUT / MASONRY / FIELD INSPECTION C:6 ADDRESS: RIVERTON OPERATIONS CENTER PERMIT M : 62,Z8;; REPORT 0: 712- 00508 -8 Weather: clear Ambient Air Temp :('F) 42 F) Test Specimens Cast: x prisms. C) Items inspected: (X- Boxes) ® Footings ❑ Slab -on -deck []Auger Cast Piles []Columns ❑ Slab -on -Grade ❑ Walls Q Other, precast panels Beams footing line, 20! west footing line precast Number of Samples Set no(s): x cylinders. Required Strength psi Specified Age days Quantity of Material Placed: cubic yards Mortar: Type M❑S ❑N ❑0❑ (X- Boxes) Cement Parts Lime Parts Sand Parts Mortar Temp. ('F): I) Grout: Cement: sacks Job Mix ❑ Ready Mix ❑ High Lift ❑ Low Lift ❑ Cleanouts Inspected: YES ❑ NO ❑ Grout Temp. ('F): Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. FIOJECT: COMPUTER WING EXPANSION ADDRESS: RIVERTON OPERATIONS CENTER NSPECTOR: A Trumbull DATE: 1/4/91 PERMIT #: 6278 REPORT N: 712- 00508 -9 .0. #95124 Weather: clear, cool Ambient Air Temp :('F) 28 Approved Plans on Site: (X -Box) El YES NO Concrete - City Mix ❑ Design Mix N 26/08 Cement Content: 705/470 Max. Size Aggregate: 7/8" Supplier: Miles Slump (In.) 5/4 a Air: Concrete Temp. ('F): 55/50 PTL Batch Ticket Received: YES ❑ NO aa Reinforcing Steel: Grade Specified: Grade Used: Sizes Used: Rebar Manufacturer: REMARKS: B) Inspection Report of: (X- Boxes) ® Concrete ❑ Masonry ❑ Other c: (1) SECURITY PACIFIC /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER LEWIS /Ed Murray (1) CITY OF TUKWILA BLDG DEPT Profe( ional Service Industry s, Inc. Pittsburgh Testing Laboratory Division 7400•3RD AVENUE S.. SEATTLE. WA 98100 •• A MUTUAL PROTECTION TO CLIENT•. THE PU•LIC AND OUA•(LVE•. ALL ACPOOT• ARE •U•MITT(D Al THE CONFIDENTIAL PROPINTY OP CLIENT•. AND AUTHORIZATION VCR PU•LICATIOM OP •TATEN(NT•. CONCLUSIONS OA CETAACT• PAOM OR A(CAAOINO QUA AEPOAT• I• A(•EAV( PENDING OUR WRITTEN APPROVAL. CONCRETE / GROUT / MASONRY / FIELD INSPECTION ❑ Resteel ❑ Grout C) Items inspected: (X- Boxes) ® Footings ❑ Slab -on -deck [] Auger Cast Piles ['Columns ❑ Slab -on -Grade ❑ Walls ® Other Panels ['Beams Note Action(s) taken regarding items of non - compliance: Form ISEA -43 Location: (Be Complete) Panels (4)• D panels, (12) A panels, Footings line 4 to 6 grid Y to Y.7, Grid Y.7 to ZZ line 6 to 5 Test Specimens Cast: Number of Samples x prisms. Set no(s): 6, 7 x 12 cylinders. . Required Strength _5000/3000 psi Specified Age 28/ 28 days Quantity of Material Placed: 20/20 Mortar: Type M❑S❑N 000 (X- Boxes) Cement Lime Sand Mortar Temp. ('F): Parts Parts Parts Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. cubic yards Grout: Cement: sacks Job Mix ❑ Ready Mix ❑ High Lift ❑ Low Lift ❑ Cleanouts Inspected: YES ❑ NO ❑ Grout Temp. ('F): All items inspected are in conformance with approved plans and specifications: YES J NO ❑ If not, explain, in detail: TESTED FOR: DATE: REMARKS: PSI A•600.7 0 Nom; Professional Service Industries, Inc: Pittsburgh Testing Laboratory Division REPORT OF INSPECTION SERVICES David McDonald PROJECT: COMPUTER WING EXPANSION • SECURITY PACIFIC BANK Riverton Operation Center Design & Construction (N -6 -2) P ;2t7.8 P.O. Box 3966 Prddect #95124 Seattle, WA 98124 January 8, 1991 SUMMARY OF INSPECTION OUR REPORT NO.: 712 - 00508 -11 Inspector: W.J. Belleveau Reinspected welds of closure angles to deck and found them in compliance with approved drawings and AWS D1.3 -79. Note: 2nd visit on 1/8/91. CONDITIONS REQUIRING CORRECTION - CORRECTIVE ACTION TAKEN cc: 1 SECURITY PACIFIC /David McDonald 1 CALLISON.PARTNERSHIP /Leonard Ruff 1 LEASE CRUTCHER LEWIS /Ed Murray 1 CITY..O.E,. TUKWILA BLDG DEPT /cat. Respectfully submitted Professional Service industries, Inc. 7400 Third Avenue South • Seattle, WA 98108 • Phone: 206/762.4664 • Fax: 206/763.2936 LAB NO CUSTOMER No TYPE CURe.G OATS TESTED AGE DAYS COMPRESSIVE STRENGTH PSI 4473' 5 -A 12/26 8 4230 4474 5 -B 01/15 • 28 4475 5 -C 01/15 28 • Specifications DATE: 12/16/90 LOCATION OF POUR: DATE POURED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY Mechanical TESTED FOR: ' ' ttn: David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 room slab 12/17/90 53 67 12/18'/90 A. Trumbull Miles COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE •' a 12') on grade. cc: (1) SECURITY PACIFIC BANK /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER /Ed Murray '(I) OCZY O TUKWILA4 8LD'(;f': *DEPT. /set FIELD DATA Professional Service Industries, Inc. Pittsburgh Testing Laboratory Division ffi t r f a DEC ; 1 1990 REPORT OF CONCRETE COMPRESSION TES diTY f.r� _ . t . ,�:;vILA PLANN;NG DEPT. PROJECT: Computer Wing Exp. Riverton Oper. Center Project #95124 OUh REPORT NO.: 712 - 00508- 1008 , QUANTITY OF MATERIAL PLACED SUPPLIER DELIVERY TICKET NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE DESIGN STRENGTH . 29 cubic yards Miles 162970 09 517# 28.2 gals 1390# 1850# (7/8 ") 3000 REMARKS X Cylinders made by PSI representative Cylinders made by Architect's or Contractor's representative Cylinders picked up by PSI X repesentllve Cylinders delivered to PSI laboratory Tesl results Comply with applicable specifications Test results do not comply with � — app spec TYPE OF FRACTURE, IF OTHER THAN CONICAL Respectfully subaltted, PROFESSIONAL SERVICE INDUSIRIFS, INC. PSI A•200-2 7400 Third Avenue South • Seattle, WA 98108 • Phone: 206/762 -4664 • Fax: 206/763 -2936 6AB. NO. CUSTOMER NO. TYPE CURING GATE TESTED AGE DAYS COMPRESSIVE STRENGTH. PSI 3945 G3 -A 11/27 7 6250 3946 G3 -B 12/18. . 28 5880 3947 G3 -C 12/18 28 6470 Specifications 4000 � Mme' DATE: 11/27/90 LOCATION OF POUR: Y.3 & 0.3 DATE POURED 11/20/90 TIME SLUMP, IN. 8 AIR CONTENT, % AIR TEMPERATURE, °F 52 GROUT TEMPERATURE, °F DATE RECEIVED IN LAB 11/21/90 FIELD DATA SUBMITTED BY E. White MIX DATA SUBMITTED BY Stoneway PSI A.200.2 REPORT OF GROUT COMPRESSION TEST TESTED FOR: Attn: David McDonald PROJECT: SECURITY PACIFIC BANK... Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE 6' a 121 cc: (1) SECURITY PACIFIC BANK /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER LEWIS /Ed Murray (1) CITY OF TD OX LDG 'DEPT. /seC) STONEWAY Professional Service. Industries, Inc. Pittsburgh Testing Laboratory Division Computer Wing Exp. Riverton Oper. Center Project #95124 PERMIT NO. OUR REPORT NO.: 712 - 00508 - 1003 FIELD DATA QUANTITY OF MATERIAL PLACED 1 2/9 cubic yards SUPPLIER Stoneway DELIVERY TICKET NO. 259933 MIX NUMBER AND PROPORTIONS 10000 CEMENT 940# WATER 460# FINE AGGREGATE 2440# COARSE AGGREGATE ADMIXTURE 6oz Daratard -40 DESIGN STRENGTH 4000 REMARKS Cylinders made by PSI representative. Cylinders made by Architect's or Contractor's representative. Cylinders picked uo by PSI representative. Cylinders delivered to PSI laboratory. X Test results comply with applicable specifications. Test results do not comply with applicable specifications. TYPE OF FRACTURE. IF OTHER THAN CONICAL Samples taken per pile. Respectfully submitted, PROFESSIONAL SERVICE IlNCUSflIES, Gene L. Salter Construction Services Manager .7400 Third Avenue South • 'Seattle, WA 98108 • Phone: 208/762 -4664 • Fax: 206/763.2936 LAB. NO. CUSTOMER NO TYPE CURING DATE TESTED AGE DAYS COMPRESSIVE STRENGTH. PSI .3942 G2 -A 11/27 7 6280 3943 G2 -B 12/18 28 5660 3944 G2 -C 12/18 28 6340 Specifications 4000 ' . Professional Service. Industries, Inc. Pittsburgh Testing Laboratory Division PSI A•200-2 r = • TESTED FOR Attn: David McDonald PROJECT: SECURITY PACIFIC BANK..: Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 DATE: 11/27/90 LOCATION OF POUR: X. 6 & 0.3 DATE POURED 11/20/90 TIME SLUMP, IN. 9 AIR CONTENT, % AIR TEMPERATURE, °F 53 GROUT TEMPERATURE, °F 70 DATE RECEIVED IN LAB 11/21/90 FIELD DATA SUBMITTED BY Stoneway MIX DATA SUBMITTED BY REPORT OF GROUT COMPRESSION TEST COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE 0' a 12') FIELD DATA cc: (1) SECURITY PACIFIC BANK /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER LEWIS /Ed Murray (1) CITY OF TUKWILA BLDG DEPT. /set (1) STONEWAY Computer Wing Exp. Riverton Oper. Center Project 1195124 PERMIT NO. OUR REPORT NO.: 712 - 00508- 1002 QUANTITY OF MATERIAL PLACED 1 2/9 cubic yards SUPPLIER Stoneway DELIVERY TICKET NO. 259933 MIX NUMBER AND PROPORTIONS 10000 CEMENT 94041 WATER 460# FINE AGGREGATE 2440# COARSE AGGREGATE ADMIXTURE 6oz D -40 DESIGN STRENGTH 4000 REMARKS Cylinders made by PSI representative. Cylinders made by Architect's or Contractor's representative. Cylinders picked up by PSI }( representative. Cylinders delivered to PSI laboratory. Teat results comply with applicable X specifications. Test results do not comply with applicable specifications. TYPE OF FRACTURE. IF OTHER THAN CONICAL Samples taken per pile. Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. Gene L. Salter Construction Services Manager 7400 Third Avenue South • 'Seattle, WA 98108 • Phone: 206/762.4664 • Fax: 208/763 -2936 LAB. NO. CUSTOMER NO. TYPE CURING DATE TESTED AGE DAYS COMPRESSIVE STRENGTH. PSI 3939 G1 - A 11/27 7 6560 3940 G1 -B 12/18 28 $170 3941 G1 -C '12/18 28 8370 Specifications 4000 N °' TESTED FOR: Attn: David McDonald PROJECT: SECURITY PACIFIC BANK.: Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 DATE: 11/27/90 IACATICN OF POUR : X.6 & 0.0 PSI A•200.2 DATE POURED 11/20/90 TIME SLUMP, IN. 8 1/2 AIR CONTENT, % AIR TEMPERATURE, °F 57 ICI TEMPERATURE, °F 68 DATE RECEIVED IN LAB 11/21/90 FIELD DATA SUBMITTED BY E. White MIX DATA SUBMITTED BY Stoneway Professional Service. Industries, Inc. Pittsburgh Testing Laboratory Division REPORT OF GROUT COMPRESSION TEST COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE 8' a 12') cc: (1) SECURITY PACIFIC BANK /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER LEWIS /Ed Murray (1) CITY OF TUKWILA BLDG DEPT. /set (1) STONEWAY 7400 Third Avenue South • Seattle, WA FIELD DATA Computer Wing Exp. Riverton Oper. Center Project #95124 PERMIT NO. OUR REPORT NO.: 712 1001 QUANTITY OF MATERIAL PLACED 1 2/9 cubic yar SUPPLIER Stoneway DELIVERY TICKET NO. 259933 MIX NUMBER AND PROPORTIONS 10000 CEMENT 940# WATER 460# FINE AGGREGATE 2440# COARSE AGGREGATE ADMIXTURE 6oz Daratard -40 DESIGN STRENGTH 4000 REMARKS Cylinders made by PSI representative. Cylinders made by Architect's or Contractor's representative. Cylinders picked up by PSI representative. Cylinders delivered to PSI laboratory. X Test results comply with applicable specifications. Test results do not comply with applicable specifications. TYPE OF FRACTURE. IF OTHER THAN CONICAL Samples taken per pile. Respectfully submitted, PROFESSIONAL SERVICE INWSTRIES, It!1G. Gene L. Salter Construction Services Manager 98108 • Phone: 206 /762.4664 • Fax: 206/763 -2936 TESTED FOR: DATE: REMARKS: PSI A400.7 Mme' David McDonals SECURITY PACIFIC BANK Design & Construciton (N -6 -2) P.O. Box 3966 Seattle, WA 98124 January 8, 1991 Inspector: W.J. Bellevueau Inspected welding and workmanship of beam and joist attachemnts and deck installation at grid line 0.0 to 0.4 and X to Y.3. Weld sizes and lengths complied with approved drawings, AWS 01.1 -90 and AWS Dl. 3 -79 except welds at closures angles to deck are approximately 1/4" spot welds (tacks) rather than 1/16" x 1 1/2" long welds. Some of closure angle tack welds are broken. CONDITIONS REQUIRING CORRECTION - CORRECTIVE ACTION TAKEN Closure angle welds not per drawing. - Informed superintendent. cc: (1) SECURITY PACIFIC /David McDonald 1 CALLISON PARTNERSHIP /Leonard Ruff 1 LEASE CRUTCHER LEWIS /Ed Murray (1) %CxIeTY OF TUKWILA BLDG DEPT /cat SUMMARY OF INSPECTION Professional Service Industries, In Pittsburgh Testing Laboratory Division REPORT OF INSPECTION SERVICES PROJECT: COMPUTER WING EXPANSION Riverton Operation Center Project #95124 OUR REPORT NO.: 712 - 00508 -10 7400 Third Avenue South • Seattle, WA 98108 • Phone: 206/762.4664 • Fax: 206/763.2936 1 1] /11 JAN 10 19si Respectfully submitted, Professional Service Industries, Inc. U8 NO CUSTOMER NO TYPE CUING GATE TESTED AGE GAYS COMPRESSrvE STRENGTH PSI 4102 3 A 12/7 7 3700 4103 3 B 12/28 28 §10 4104 3 C 12/28 28 4810 Specifications 28 3000 r TESTED FOR: Attn: David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 DATE: 'tls nal A?On 12/7/90 LOCATION OF POUR: X+ - 0.4+ DATE POURED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY Grade beam Y.3 - 0.4, X 11/30/90 3} COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE •' a 12') cc: (1) SECURITY PACIFIC BANK /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER /Ed Murray . (1) .CITTY -OF TUKWILA BLDG. DEPT. Professional Service Indust Pittsburgh Testing Laboratory Divisi REPORT OF CONCRETE COMPRESSION TEST 42, cloudy 57 12/1/90 E Petermann Miles n I PROJECT: Computer Wing Exp. Riverton Oper. Center Project #95124 OUR REPORT NO.: 712-00506-1006 FIELD DATA - 0.0 and QUANTITY OF MATERIAL PLACED 13 SUPPLIER DELIVERY TICKET NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE DESIGN STRENGTH *No water added in field. X � .1 .7 I 911 JAN 04 1991 CITY OF TUKVIALA PI,A.NNIN(31 PT, Miles 161534 517# 28 gals.* 1390# 1850# (7/8 ") 3000 REMARKS X Cylinders made by PSI representative Cylinders made by Architect's or Conlracta's repesantal,ve Cylinders picked up by PSI represenlative Cylinders del owed to PSI Iaboralory Teal mulls comply with appl cable specihcat ons Test resulls do not comply with applcable specifications TYPE OF FRACTURE. IF OTHER THAN CONICAL Respectfully submitted. PROFESSIONAL SERVICE INDUSIRIL�'S, INC. 7400 Third Avenue South • Seattle, WA 98108 • Phone: 206/762-4664 • Fax: 206/763.2936 cubic yards LAB NO CUSTOMER NO TYPE CURM4G DATE TESTED AGE DAYS COMPRESSSVE STRENOTN PSI 4088 . • 12/4 1 in n ^ al N 4350 4089 12/6 4990 4090 12/6 4850 4091 A 1 N 12/27 6220 4092 Hold Specifications 7 5000 DATE: /set 12/4/90 12/6/90 city � Professional Service Industries, Inc. L Pittsburgh Testing Laboratory Division TESTED FOR: Attn: David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 LOCATION OF POUR: Tilt up panels 34 and 35. DATE POURED 11/29/90 TIME SLUMP, IN. 5 AIR CONTENT, % AIR TEMPERATURE, °F 45 CONCRETE TEMPERATURE, °F 60 DATE RECEIVED IN LAB 11/30/90 FIELD DATA SUBMITTED BY E. Petermann MIX DATA SUBMITTED BY Miles Sand and Gravel • REPORT OF CONCRETE COMPRESSION TEST COMPRESSION TEST RESULTS INOMINAL CYLINDER SIZE I' a 12') cc: (1) SECURITY PACIFIC BANK /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER /Ed Murray . (1) CI,_ OF TUKWILA BLDG. DEPT. PROJECT: Computer Wing Exp. Riverton Oper. Center Project #95124 OUR REPORT NO.: 712 -00508 -1005 FIELD DATA QUANTITY OF MATERIAL PLACED 14 cubic yards SUPPLIER Miles Sand and Gravel DELIVERY TICKET NO. 161327 MIX NUMBER AND PROPORTIONS CEMENT 6i bags WATER 29 gals FINE AGGREGATE 1480# COARSE AGGREGATE 1820# (7/8") * ADMIXTURE 5oz /100# P100 Accelerating Admixtun DESIGN SIRENGTN . 5000 at 7 days * None added in REMARKS )( Cylindera made by PSI repre sentative Cylinders made by Architect's a Conlrackx'arep►esentakve X Cylinders picked up by PSI representative Cylinders delivered to PSI laboratory Test results comply with appbcable X specifications Test results do not comply with applicable specifications TYPE OF FRACTURE. IF OTHER THAN CONICAL Respectfully submitted, PROFESSIONAL SERVICE INDUSERLES, RC. 7400 Third Avenue South • Seattle, WA 98108 • Phone: 206/762-4664 • Fax: 206/763.2936 LAD NO CUSTOMER NO TYPE CURING DATE TESTED AGE DAYS COMPRESSIVE STRENGTH PSI 4036 1 -A • ' 12/4 7 3710 4037 1 -B 12/25 • 28 6000 4038 1 -C 12/25 28 6150 • Specifications 3000 I 1ni1 Professional Service Industries, Inc. itirlors Pittsburgh Testing Laboratory Division TESTED FOR: Attn: David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 DATE: LOCATION OF POUR: Pile caps at SE corner. • DATE POURED 11/27/90 TIME SLUMP, IN. 2 AIR CONTENT, % AIR TEMPERATURE, °F 54 CONCRETE TEMPERATURE, °F 57 DATE RECEIVED IN LAB 11/28/9D FIELD DATA SUBMITTED BY E. Petermann MIX DATA SUBMITTED BY Miles cc 12/4/90 • REPORT OF CONCRETE COMPRESSION TEST COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE •' x 12') PROJECT: Computer Wing Exp. Riverton Oper. Center FIELD DATA,, Project #95124 ' OUR REPORT NO.: 712 - 00508— 1004 . QUANTITY OF MATERIAL PLACED 3 SUPPLIER Miles DELIVERY TICKET NO. , MIX NUMBER AND PROPORTIONS CEMENT 517# WATER 28 gals FINE AGGREGATE 1390# COARSE AGGREGATE 1850# (7/8") ADMIXTURE DESIGN STRENGTH 3000 REMARKS cubic yards X Cylinders made by PSI representative • Cylinders Pocked up by PSI representative Cylinders made by Architect's or Contractor's representative Cylinders delivered to PSI Laboratory Test results comply with apokcable _KX specifications Test results do not comply with appkcab4e specdications TYPE OF FRACTURE, IF OTHER THAN CONICAL Respectfully submitted, (1) SECURITY PACIFIC BANK /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER /Ed Murray (1) CITY OF TUKWILA BLDG_ DEPT. PROFESSIONAL SEEtVICE IbEIU=IES, IIc. /set 7400 Third Avenue South • Seattle, WA 98108 • Phone: 206/762.4664 • Fax: 206/763.2936 • LAB. NO. CUSTOMER NO. TYPE CURING DATE TESTED AGE DAYS COMPRESSIVE STRENGTH. PSI 4196 4 -A 12/10 5 3940 4197 4 -B 12/12 7 4440 4198 4 -C 1/02 28 5825 4199 4 -D 1/02 28 5560 4200 4 -E Hold Specifications 7 6000 DATE: /set PSI A.200.2 12/10/90 t � �i Professional Service Industries, In ��1 Pittsburgh Testing Laboratory Division REPORT OF GROUT COMPRESSION TEST TESTED FOR: Attn: David McDonald PROJECT: SECURITY PACIFIC BANK,: Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 LOCATION OF POUR: Tilt up panels 33 & 36, one small footing. DATE POURED 12/5/90 TIME SLUMP, IN. 4 AIR CONTENT, % AIR TEMPERATURE, °F 48 GROUT TEMPERATURE, °F 68 DATE RECEIVED IN LAB 12/6/90 FIELD DATA SUBMITTED BY E. Petermann MIX DATA SUBMITTED BY Miles Sand & Gravel COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE I' x 12') cc: (1) SECURITY PACIFIC BANK /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER LEWIS /Ed Murray (1) 'CITY TUKWILA BLDG DEPT. FIELD DATA * Water Computer Wing Exp. Riverton Oper. Center Project #95124 PERMIT NO. OUR REPORT NO.: 712- 00508- 1007 a h ooh QUANTITY OF MATERIAL PLACED 10 cubic yards SUPPLIER Miles Sand & Gravel DELIVERY TICKET NO. 161824 MIX NUMBER AND PROPORTIONS CEMENT 705# * WATER 29 gals FINE AGGREGATE 1480# COARSE AGGREGATE 1820# (7/8 ") ADMIXTURE 5oz /100# Polyheed P /1007 18 Pozzo- Tec 20 DESIGN STRENGTH 5000 at 28 days added in field: -1 to 2 gallons /cy. REMARKS CyNnders made by PSI representative. Cylinders made by Architect's or ' Contractor's representative. CyNnders picked up by PSI representative. CyNnders delivered to PSI laboratory. Test results comply with applicable �. specifications. 1 Test results do not comply with applicable specifications. TYPE OF FRACTURE, IF OTHER THAN CONICAL Respectfully submitted, PROFESSIONAL SERVICE INWSTRIES, INC. Gene L. Salter Construction Services Manager 7400 Third Avenue South • Seattle, WA 98108 • Phone: 208/762 -4664 • FAX: 208/763.2936 LAB NO CUSTOMER NO TYPE CUloNG DATE TESTED AGE DAYS COMPRESSrVE STRENGTH PSI 4627 7 - A 1 /11 7 2960 4628 7 -B 2/01 . 28 4629 7 -C 2/01 28 • Specifications lr� TESTED FOR: DATE: January 11, 1991 LOCATION OF POUR: /set PSI A400.2 C i Professional Service Industries, Inc. tffliam Pittsburgh Testing Laboratory Divisio Attn: David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 Footings line 4 to Line 6 to 5 grid Y.7 to ZZ. DATE POURED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY REPORT OF CONCRETE COMPRESSION TEST 1/04/91 4 29 50 1/05/91 A. Trumbull Miles COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE •' a 12') cc: (1) SECURITY PACIFIC BANK /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER /Ed Murray . (1) CIJTL,.OF TUKWILA BLDG. DEPT. PROJECT: Computer Wing Exp. Riverton Oper. Center Project #95124 OUR REPORT NO.: 712-00508-1010 FIELD DATA 6 grid Y to Y.7. QUANTITY OF M TERIAL PLACID SUPPLIER DELIVERY TICKET NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE DESIGN STRENGTH 0 JAN 16 1991 c,i _uI 1 u4 + 0 -20 cubic yards Miles 163411 08 470 # g ls 1480 # 1820# (7/8 ") 3000 at 28 days REMARKS X Cylinders made by PSI representative Cylinders made by Architect's or Contractor's representative Cylinders MAO UP by P51 X representative Cylinders delivered to PSI laboratory Test results comply with apokable specifications Test results do not comply with appl cable specikalsons TYPE OF FRACTURE. IF OTHER THAN CONICAL Respectfully sutuitted, PPDFFSSICNAL SERVICE D1 J 1 tIES, DC. 7400 Third Avenue South • Seattle, WA 98108 • Phone: 206/762 -4664 • FAX: 206/763 -2936 LAO NO CUSTOMER NO TYPE mow* DATE TESTED AGE DAYS COMPRESSP4 STRENGTH PSI 4600- 6 -A 1 /11 7 5040 4601 4 -B 2/01 .28 4602 6 -C 2/01 28 Speclllcatlons ATE: cc: PSI A.200.2 � Professional Service Industries, Inc. g 7 Pittsburgh Testing Laboratory Division ESTED FOR: Attn: David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 January 11, 1991 OCATION OF POUR: 1ATE POURED IME , LUMP, IN. ,IR CONTENT. % ,IR TEMPERATURE, °F CONCRETE TEMPERATURE, °F IATE RECEIVED IN LAB IELD DATA SUBMITTED BY IIX DATA SUBMITTED BY Panels (4) D- panels, (12) A- panels. 1/04/91 5 REPORT OF CONCRETE COMPRESSION TEST 28 55 1/05/91 A. Trumbull Miles COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE I' x 12') (1) SECURITY PACIFIC BANK David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER /Ed Murray '(1) CITY OF TUKWILA BLDG. DEPT. /set 7400 Third Avenue South • Seattle, WA 98108 PROJECT: Computer Wing Exp. Riverton Oper. Center OUR REPORT NO.: 712 - 00508- 1009 FIELD DATA Project #95124 QUANTITY OF MATERIAL PLACED SUPPLIER DELIVERY TICKET NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE DESIGN STRENGTH cubic yards Miles 163351 26 705# 29 gals 1480# 1820# (7/8 ") 5oz Poly Heed 5000 at 28 days REMARKS X Cylinders made by PSI representative Cylinders made by Architect's or Contractor's representative X Cylinders picked uD by PSI represimtative Cylinders delivered to PSI laboratory Test results comply w.lh ap012able -� specifications Test results do not comply woth applicable specifications TYPE OF FRACTURE. IF OTHER THAN CONICAL Respectfully subudtted, PROFESSIMAL SERVICE INDUSTRIES, DE. Phone: 208 /782 -4884 • FAX: 208/783.2938 U8 NO CUSTOMER NO TYPE GUIW4O GATE TESTED AGE DAYS COMPRESSIVE STRENGTH PSI 4102 3 A 12/7 7 3700 4103 3 B 12/28 28 4104 3 C 12/28 28 ifi Specifications 28 30 0 ! S> il , t1s DATE: LOCATION OF POUR: Grade X+ - 0.4+ DATE POURED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE. °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY cc: c \d- i Professional Service Industries, Inc. Pittsburgh Testing Laboratory Division 12/7/90 C TESTED FOR: Attn: David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 beam Y.3 - 0.4, X 11/30/90 3i 42, cloudy 57 12/1/90 E Petermann Miles COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE I' a 12') (1) SECURITY PACIFIC BANK David McDonald (1) CALLISON PARTNgRSHIP /Leonard Ruff (1) LEASE CRUTCHER /Ed Murray . (1) CITY OF TUKWILA BLDG. DEPT PROJECT: Computer Wing Exp. Riverton Oper. Center REPORT OF CONCRETE COMPRESSION TEST FIELD DATA Project #95124 OUR REPORT NO.: 712-00508° 1006 - 0.0 and QUANTITY OF MATERIAL PLACED 13 SUPPLIER DELIVERY TICKET NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE DESIGN STRENGTH *No water added in field. 9 ('I T'Y :.r 1 1„. I. t,- r L LA Pec Miles 161534 cubic yards 51711 28 gals.* 139011 185011 (7/8 ") 3000 REMARKS }( Cyknd fs made by PSI repesentahve Cykndas made by Archawwt's as Contractor's tepreaenlahW Cylinders picked up by PSI _, representative Cylinders dekvNed to PSI laboratory Test rasulls comply with appkCabb soecdca•ons Test mulls do not comply with applicable speciIKatwns TYPE OF FRACTURE. IF OTHER THAN CONICAL ally submitted, QVAE. SERVICE INDUSTRIES, INC. (1) ST Avenue South • Seattle, WA 98108 • Phone: 206/782 -4864 • FAX: 208/763.2938 LAS. NO. CUSTOMER NO, TYPE CURING DATE TESTED AGE DAYS COMPRESSIVE STRENGTH. PSI 4196 4 -A 12/10 5 3940 4197 4 -B 12/12 7 4440 4198 4 -C 1/02 28 4199 4 -D 1/02 28 4200 4 -E Hold Specifications 7 6000 Pr Professional Service Industries, Inc. �� 11 , Pittsburgh Testing Laboratory Division TESTED FOR Attn: David McDonald PROJECT: SECURITY PACIFIC BANK.: Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 DATE: 12/10/90 IACATICN OF POUR: Tilt up panels 33 & 36, one small footing. REPORT OF GROUT COMPRESSION TEST COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE Q' x 12') FIELD DATA * Water cc: (1) SECURITY PACIFIC BANK /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER LEWIS /Ed Murray (1) CIT [ OF EUK4I.41 ?;.kWDEI` °" (1) STONEWAY /set 7400 Third Avenue South • Seattle, WA 98108 • PSI A.200.2 Computer Wing Exp. Riverton Oper. Center Project //95124 PERMIT NO. OUR REPORT NO.: 712-00508- 1007 QUANTITY OF MATERIAL PLACED 10 cubic yards DATE POURED 12/5/90 SUPPLIER Miles Sand & Gravel TIME DELIVERY TICKET NO. 161824 SLUMP, IN. 4 MIX NUMBER AND PROPORTIONS AIR CONTENT, % CEMENT 705# AIR TEMPERATURE, °F 48 * WATER 29 gals GROUT TEMPERATURE, °F 63 FINE AGGREGATE 1480# DATE RECEIVED IN LAB 12/6/90 COARSE AGGREGATE 1820# (7/8 ") FIELD DATA SUBMITTED BY E. Petermann ADMIXTURE 5oz /100# Polyheed P /1001 MIX DATA SUBMITTED BY Miles Sand & Gravel DESIGN STRENGTH 5000. at 7 days added 1% Pozzo Teo 20 in field: -1 to 2 gallons /cy. REMARKS Cylinders made by PSI representative. Cylinders made by Architect's or Contractor's representative. Cylinders picked up by PSI representative. Cylinders delivered to PSI laboratory. Teat results comply with applicable ,. specifications. Test results do not comply with _ applicable specifications. TYPE OF FRACTURE, IF OTHER THAN CONICAL Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, III. Gene L. Salter Construction Services Manager • Phone: 206 /762 -4664 TESTED FOR: DATE: REMARKS: per: David Mc Donald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 December 13, 1990 cc: (1) SECURITY PACIFIC /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER LEWIS /Ed Murray (1) ti :z a x ggi A 41 1 944 ' 432 ' /cat Professional Service Industries; Inc. Pittsburgh Testing Laboratory Division REPORT OF INSPECTION SERVICES PROJECT: SUMMARY OF INSPECTION COMPUTER WING EXPANSION Riverton Operation Center Project #95124 OURREPORTNO4 712- 00508 -0006 Inspector: J.J. Myers Visually inspected workmanship on tilt -up wall embeds for the new mechanical room addition. WABO certified welders are: Joe C. Martel - SMAW unlimited and light gauge - SSN Ronald E. Haven - SMAW and FCAW unlimited - SSN Anderson, Biornstad, Kane and Jacobs Drawing: S0.1 - tilted: Gen. Notes and Details. All workmanship was found to be in compliance with drawings and AWS D1.1 -90 code. CONDITIONS REQUIRING CORRECTION - CORRECTIVE ACTION TAKEN Respectfully submitted, Professional Service Industries, Inc. 7400 Third Avenue South • Seattle, WA 98108 • Phone: 206/762.4664 • Fax: 206/763.2936 i 25 PProfe ional Service Industries, Inc. rv 1 Pittsbu � Testing Laboratory Divisi , 1 PROJECT: $'ectioll citetc _ ADDRESS: /110 l� /.rr ',va/ INSPECTOR: X i k ✓ /44t 1 `I DATE: / 2-/7 f0 PERMIT 11: ‘27R REPORT N : 000 Time Arrived @ Site: 730 Time of Departure: / Weather: a {ter e4 S 1 Ambient Ai r Temp: ('F) 5"" A) Approved Plans on Site: (X -Box) e gYES • C] NO D) Location: (Be Complete) E) Concrete - City Mix ❑ Design Mix M Cement Content: Max. Size Aggr gate: Supplier: 42/ f Slump (In.) 5/6 % Air: Concrete Temp. ('F): 67 PTL Batch Ticket Received: YES ❑ NO ❑ G) Reinforcing Steel: Grade Specified: Grade Used: Sizes Used: Rebar Manufacturer: K) REMARKS: /tls ?400.3R0 AVENUE S.. SEATTLE. WA 98108 Al A MUTUAL PROTECTION TO CLIENTS. THE •U•LIC AND OURSELVES. ALL NEIORtS PROJECT NO :7/A -0 O 506 ARE •USMITTlO A• THE CONFIDENTIAL PRO►CSTT Or CLIENTS. AND AUTHONIIATION 1011 •U•LICATION OF MENTS. CONCLUSIONS OR CETNACT• FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPIOVAL. CONCRETE / GROUT / MASONRY / FIELD INSPECTION B) Inspection Report of: (X- Boxes) R Concrete Masonry ❑ Other F) cc: (1) SECURITY PACIFIC /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER LEWIS /Ed Murray (1) CITY OF TUKWILA BLDG DEPT Resteel ❑ Grout Test Specimens Cast: H) Mortar: Type M❑SON000 (X- Boxes) Cement Lime Sand Mortar Temp. ('F): Parts Parts Parts Note Action(s) taken regarding items of non- compliance: C) Items inspected: (X- Boxes) ❑ Footings ❑ Auger Cast Piles Slab -on -Grade ❑ Other i71L'I l: (F R I !'. at( O 6041 Number of Samples .P x prisms. Set no(s): c 5 x ! cylinders. Required Strength .50e0 psi Specified Age a days Quantity of Material Placed: oZ 9 cubic yards I) Grout: Cement: Job Mix High Lift ❑ Cleanouts Inspected: YES ❑ NO ❑ Grout Temp. ('F): Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC.: Form /SEA -43 ❑ Slab- on -deci ❑ Columns ❑ Walls ❑ Beams sacks Ready Mix ❑ Lift ❑ J) All items inspected are in conformance with approved plans and specifications: YES ❑ NO ❑ If not, explain, in detail: k. CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 December 26, 1990 Thomas A. Carpenter Security Pacific Bank Washington Security Pacific Automation Company 12400 East Marginal Way South Tukwila, Washington 98168 PIIONE 11 (206) 433.1800 Subject: Your letter, December 12, 1990, 90 -10 -DR Dear Mr. Carpenter, The following is in answer to the two numbered items in your above referenced letter: Item 1 - Consideration to stage computer equipment in the new addition, prior to the occupancy permit issuance. It is and has been the policy of the Tukwila Building Division not to allow anything to be installed or stored in any portion of a building that is not permanently attached type equipment, or equipment being installed by anyone other than the general contractor doing the construction work, until the portion being used for these purposes has been completed and signed off as approved for occupancy by the building inspector. However, on a few occasions, strictly at the option of the building inspector, we have allowed people to designate certain very specific areas, where construction has been completed, to store equipment and merchandise so long as it can be brought in without going through other areas where construction is in process. Prior to this type dead storage being allowed approval of the fire department must also be obtained. In no case will company employees be allowed access to the equipment or merchandise for routine operation purposes. Item 2 - Consideration for Bank personnel and vendors to utilize t e n :dd tion for t e • ••se • •n•o n• :i t: t.. -_iCe Gary L. VanDusen, Mayor and trainin the nece ssary Ban em ployees on the use and maintenance of the Fire Protection Systems, Control Systems, chilled water plant and other electrical equipment. More information and clarification about what you are requesting on this item will be required. Are you saying the Bank personnel would be trained at the same time as the construction would be going on? How many Bank personnel would require this training? Who would be doing the training? Why must this training be Nick Olives Asst Fire Chief conducted prior to occupancy? Is the equipment referred to going to be installed by contractors, as part of the remodel construction contract, or will it be done under separate permit by different contractors or Bank employees? The above comments reflect the position of both the Fire Marshal and the Building Official. We have discussed this subject, as it applies to Item 2 above, and agree that our normal poliicy of not allowing occupancy until the project is completed will apply unless we receive more specific information as to why a deviation is necessary. -Sincerely, Dif'ane Orif Building Official Security Pacific Automation Company, Inc. A Security Pacific Company December 12, 1990 Mr. Duane Griffin Building Official 6300 South Center Boulevard Tukwila, WA 98188 REF: 90 -10 -DR Dear Mr. Olivas: Northwest Region 12400 B. Marginal Way S. P.O. Box C34030 Seattle, WA 98124 Security Pacific National Bank Washington is currently in the process of constructing an addition to our existing facility, which is located at 12400 East Marginal Way South, Seattle, Washington. The current construction schedule indicates completion about the end of May 1991, with occupancy permit issuance anticipated shortly thereafter. The new addition to the existing building is being constructed to facilitate the rapidly growing need for more computer room space to meet the Bank's business needs. Since the new addition is designed as raised floor computer room space, we would like to request the following be given consideration by you and your department. 1. Consideration to stage computer equipment in the new addition, prior to the occupancy permit issuance. The Bank's need for additional floor space is critical at this time. We do not have extra floor space for storing or staging new equipment which arrives almost monthly. We also realize that we cannot store new or old equipment in such places as corridors or aisleways that would block or impede the use of fire exits. Permanent use of the new raised floor spaces would not occur until authorization has been given by your department. 2. Consideration for Bank personnel and vendors to utilize the new addition for the purpose of ongoing maintenance and training the necessary Bank employees on the use and maintenance of the the Fire Protection Systems, Control Systems, chilled water plant and other electrical equipment. The training is critical to the operation of the new facility, and must be conducted and completed prior to occupancy because it will be an extension of the existing systems. The Bank realizes the City's concerns for safety, and is prepared to assure you that all precautions and care are taken while utilizing these spaces. DEC 131 _ • PL.At lliNi6 lli:E'T .._ .. \TOM\ LTR.11 Tom Carpenter. to Duane Griffin December 12, 1990 Page 2 Thomas A. Carpenter, AVP Security Pacific Bank Washington Security Pacific Automation Company 12400 East Marginal Way South Seattle, Washington 98168 (206) 585 -7646 cc: The Callison Partnership, Architects Lease Crutcher Lewis, General Contractors Your immediate attention to this request would be greatly appreciated and I will be looking forward to your favorable response. If you should have any further questions concerning our request, please feel free to call us. J�U -L-- /, �cz,, c Steve P. Sanders, AVP Security Pacific Bank Washington Real Estate Management - NW 12400 East Marginal Way South Seattle, WA 98168 (206) 585 -7023 LAB. NO, CUSTOMER NO. TYPE CURING DATE TESTED AGE DAYS COMPRESSIVE STRENGTH, PSI 3939 G1 -A 11/27 7 6560 3940 G1 -B 12/18 28 3941 G1 -C 12/18 28 Specifications 4000 TESTED FOR: Attn: David McDonald SECURITY PACIFIC BANK:: Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 DATE: 11/27/90 i Professional Service' Industries, � lu m Pittsburgh Testing Laboratory Division LOCATION OF POUR: X. 6 & 0.0 DATE POURED 11/20/90 TIME SLUMP, IN. 8 1/2 AIR CONTENT, % AIR TEMPERATURE, °F 57 GUT TEMPERATURE, °F 68 DATE RECEIVED IN LAB 11/21/90 FIELD DATA SUBMITTED BY E. White MIX DATA SUBMITTED BY Stoneway , cc: (1) SECURITY PACIFIC BANK /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER LEWIS /Ed Murray (1) C OF•TUKWILA :- .DEPT. /set (1) STONEWAY PSI A.200.2 REPORT OF GROUT COMPRESSION TEST COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE 6' a 12') PROJECT: Computer Wing Riverton Oper Project #95124 PERMIT NO. OUR REPORT NO.: 712- 00508- 1001 FIELD DATA nc. 3 1990 o U f 'i UKV4i 131.004 NO r,r__PT REMARKS QUANTITY OF MATERIAL PLACED 1 2/9 cubic yards SUPPLIER Stoneway DELIVERY TICKET NO. 259933 MIX NUMBER AND PROPORTIONS 10000 CEMENT 9404/ WATER 460# FINE AGGREGATE 24404/,. COARSE AGGREGATE ADMIXTURE 6oz Daratard -40 DESIGN STRENGTH 4000 — Cylinders made by PSI representative. Cylinders made by Architect's or Contractor's representative. Cylinders picked up by PSI _X._ representative. Cylinders delivered to PSI laboratory. Test results comply with applicable _ specifications. Test results do not comply with applicable specifications. TYPE OF FRACTURE. IF OTHER THAN CONICAL Samples taken per pile. Respectfully submitted, PROFESSIONAL SERVICE DC:UM IFS, DE. Gene L. Salter Construction Services Manager 7400 Third Avenue South • Seattle, WA 98108 • Phone: 206/762-4664 • FAX: 206/763 -2936 LAS. NO. CUSTOMER NO. TYPE CURING DATE TESTED AGE DAYS COMPRESSIVE STRENGTH. PSI ':3942 G2 -A 11/27 7 6280 3943 G2 -B 12/18 28 3944 G2 -C '12/18 28 Specifications 4000 DATE POURED 11/20/90 TIME SLUMP, IN. 9 AIR CONTENT, % AIR TEMPERATURE, °F 53 GUIT TEMPERATURE, °F 70 DATE RECEIVED IN LAB 11/21/90 FIELD DATA SUBMITTED BY Stoneway MIX DATA SUBMITTED BY DATE: 11/27/90 IACATICN OF POUR: X.6 & 0.3 PSI A 200.2 REPORT OF GROUT COMPRESSION TEST TESTED FOR: Attn: David McDonald SECURITY PACIFIC BANK. Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 COMPRESSION TEST RESULTS (NOMINAL CYL NOER SIZE 6' x 12') cc: (1) SECURITY PACIFIC BANK /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER LEWIS /Ed Murray (1) CITY OF TUKWILA BLDG DEPT. /set (1) STONEWAY PROJECT: FIELD DATA i Professional' Service Industries, Inc. toga's Pittsburgh Testing Laboratory Division 9 9 rY Computer Wing Exp. Riverton Oper. Center Project #95124 PERMIT NO. OUR REPORT NO.: 712- 00508- 1002 QUANTITY OF MATERIAL PLACED 1 2/9 cubic yards SUPPLIER Stoneway DELIVERY TICKET NO. 259933 MIX NUMBER AND PROPORTIONS 10000 CEMENT 940# WATER 460# FINE AGGREGATE 2440# COARSE AGGREGATE ADMIXTURE 6oz D -40 DESIGN STRENGTH 4000 REMARKS Cylinders made by PSI representative. Cylinders made by Architect's or Contractor's representative. Cylinders picked up by PSI representative. Cylinders delivered to PSI laboratory. Test results comply with applicable _- specifications. Test results do not comply with applicable specifications. TYPE OF FRACTURE, IF OTHER THAN CONICAL Samples taken per pile. Respectfully submitted, PROFESSIONAL SERVICE INEUSIRIES, Ili. Gene L. Salter Construction Services Manager 7400 Third Avenue South • Seattle, WA 98108 • Phone: 206/762.4864 • FAX: 206/763 -2938 LAB. NO. CUSTOMER NO. TYPE CURING DATE TESTED AGE GAYS COMPRESSIVE STRENGTH. PSI 3945 G3 -A 11/27 7 6250 3946 G3 -B 12/18- 28 3947 G3 -C '12/18 28 Speciticatlons 4000 Professional Service Industries, Inc. 6 irsiMi Pittsburgh Testing Laboratory Division DATE: 11/27/90 LACATIC 1 OF POUR: Y.3 & 0.3 DATE POURED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F 52 GROUT TEMPERATURE, °F DATE RECEIVED IN LAB 11/21/90 FIELD DATA SUBMITTED BY E. White MIX DATA SUBMITTED BY Stoneway PSI A.200.2 11/20/90 8 C.: REPORT OF GROUT COMPRESSION TEST TESTED FOR: Attn: David McDonald PROJECT: SECURITY PACIFIC BANK.: Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE fl' x 121 cc: (1) SECURITY PACIFIC BANK /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER LEWIS /Ed Murray (1) CITY OF TUKWILA BLDG DEPT. /set) STONEWAY 7400 Third Avenue South • Seattle, WA 98108 PERMIT NO. OUR REPORT NO.: 712- 00508 -1003 FIELD DATA Computer Wing Exp. Riverton Oper. Center Project #95124 QUANTITY OF MATERIAL PLACED 1 2/9 SUPPLIER Stoneway DELIVERY TICKET NO. 259933 MIX NUMBER AND PROPORTIONS 10000 CEMENT 940# WATER 460# FINE AGGREGATE 24404/ COARSE AGGREGATE ADMIXTURE 6oz Daratard -40 DESIGN STRENGTH 4000 • Phone: 206/762-4664 REMARKS cubic yards _.x.— Cylinders made by PSI representative. Cylinders made by Architect's or Contractor's representative. Cylinders picked up by PSI 2L representative. Cylinders delivered to PSI laboratory. Test results comply with applicable _ specifications. Test results do not comply with _ applicable specifications. TYPE OF FRACTURE, IF OTHER THAN CONICAL Samples taken per pile. Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, Ili. Gene L. Salter Construction Services Manager • FAX: 206/763 -2936 ROJECT: 1A 7 M'k , ADDRESS:/ U ))h71 f'V4 NSPECTOR: HATE :2 /t 1/9'4 PERMIT N: ime Arrived @ Site: 1 .06 Time of Departure://..) Approved Plans on Site: (X -Box) MINES CC: 0 N 1 Location: (Be Complete) :) Concrete - City Mix Design Mix $ Cement Content: 61/ 419= / Max. Size Aggregate: Supplier : /1,? I J65 Slump (In. ),S % Air:/1,4j4 Concrete Temp. ('F): a PTL Batch Ticket Received: YES ❑ NOW' 3) Reinforcing Steel: Grade Specified: p Grade Used: rCr Rebar Manufacturer: Efvle /Vet% t Wm) J) All items inspected are in conformance If not. explain, in detail: Sizes Used: X) REMARKS: /tls FIRE/ Profei ional Service Industri> Inc. Pittsburgh Testing Laboratory Division 7400.3R0 AVENUE S.. SEATTLE. WA 98%08 AS A MUTUAL •1IOTECTION 70 CLIENTS. TN( •U•LIC AMO OU . ALL REPORTS PROJECT ARE SUSMITT[O Al TUE COWIO[NTIAL ►110IE.ty Or CLIENTS. AMO AUtHOSIEATI0N FOR IU•LICATION 0/ [TATCM[NTS. CONCLUSIONS 011 C *TSAC7S IRON 01. REGARDING OUR R[•ORT• IS •tU SVE0 PENDING OUR WRITTEN AIPROVAL. CONCRETE / GROUT / MASONRY / FIELD INSPECTION B) Inspection Report of: (X- Boxes) 5 Concrete Masonry ❑ Other F) (1) SECURITY PACIFIC /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER LEWIS /Ed Murray (1) CITY ' OF' TUKWIt k'BLDG ''DEPT Weather: .fResteel ❑ Grout Test Specimens Cast: x prisms. 6 x /2- cylinders. Required Strength 52315t2 Specified Age Quantity of Material Placed: H) Mortar: Type M❑S❑N000 (X- Boxes) Cement Lime Sand Mor .r Temp. ('F): Parts Parts Parts with approved plans Note Action(s) taken regarding items � f nil }i�pritillnl C)TY - �,► . 1 r��A REPORT #: 7)00 3 Ambient Air Temp :('F) 1 *.g C) Items inspected: (X- Boxes) Cl Footings ❑Auger Cast Piles ❑ Slab- o ❑ Other /17 G 7 and psi days Grout: Cement: Job Mix ❑ High Lift ❑ Cleanouts YES ■ Gr•. Temp. Form ISEA -43 NO :7/. sew Number of Samples 5" Set no( s) cubic yards sacks Ready Mix••❑ Lo ift ❑ ected: NO ❑ ('F): specifications: YES, NOD Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. ❑ Slab -on -deck ❑ Columns ails Beams Mt+i Profes onal Service Industri , Inc. tolow Pittsburgh Testing Laboratory Division OJ ECT : � �°C vR'TY /Ci e- 4//t— ADDRESS: SPECTOR: F L4} ;s 474/A/ DATE: �j)�,) 96 PERMIT r me Arrived @ Site: ) OTime of Departure; 1 } Weather; Approved Plans on Site: (X -Box) ,1 YES NO Location: (Be Complete) iA egmi Concrete - City Mix .t Design x N_ Cement Content: `S / ? 5 Max. Size Aggregate 7 /g Supplier: A•1,1Lr 5 Slump (In. )-1 'J % Air: /0 Concrete Temp. ('F): 1 '? PTL Batch Ticket Received: YES ❑ NO ❑ Reinforcing Steel: Grade Specified: Grade Used: Sizes Used: 5 ' Rebar Manufacturrer: Jd Note Action(s) taken regarding items of non - compliance: REMARKS: c -4» 6S I h Ate..., B) Inspection Report of: (X- Boxes) Concrete . ' Resteel ❑ Masonry ❑ Grout ❑ Other c: 07 1. rc: " . (1) SECURITY PACIFIC /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER LEWIS /Ed Murray (1) CITT.OVTUKWILA »BLDG . DEPT /tls 'T40O.3RO AVENUE S.. SEATTLE. WA 98t08 •• • MUTUAL •NOT(CTIOM TO CLI(MTR. TM( PU•LIC AND 0 . ALL ACPONT• PROJECT NO'7). - 6 • . •U•AmilfD A• TN( CON/IO(NTIAL PROI(NTT 0I CLIINT•. A040 AUTNOPI!ATION VON PUBLICATION OF •TAT(M(NT•. COMCLU•ION• ON ((TNACT• /NOM 05 N(C•RDIMC OUR w(•ONT• I• I M0 OUR WUITTCM APPROV•L. CONCRETE / GROUT / MASONRY / FIELD INSPECTION H) Mortar: Type M❑S❑N❑O❑ (X- Boxes) Cement Parts Lime Parts Sand Parts Mor Temp. ('F): For /SEA -43 / L4 1�.A )/4-. REPORT #:006 v. s mbient Air Temp: ('F)I .Q - ,14 C) Items insipected: (X- Boxes) ❑ Footings ❑ Slab -on -deck []Auger Cast Piles []Columns ❑ Slab -on -Grade []Walls ❑ Other e5 .rr'ulb ,O Beams — O. k Cam, d )' -- Test Specimens Cast: x prisms. x 1 2 —cylinders. Required Strength 3 69U Specified Age Quantity of Material Placed: psi days Number of Samples Set no(s): 3 k cubic yards Grout: Cement: cks Job Mix ❑ R y Mix ❑ High Lift Low Lift ❑ Cleano Inspected: NO ❑ Temp. ('F): All items inspected are in conformance with approved plans and specifications: YES ' NO ❑ If not, explain, in detail: d raw,, t ), N wrci e dsu Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. ( 'i7 Prof ;ional Service Industrrs, Inc. r�7N Pittsbu 'gh Testing Laboratory Division PROJECT: - • „ ,. � ADDRESS: % t, - -�/J�� ,4 INSPECTOR: /,./ , R� d/ DATE:W �n EC ,C�' PERMIT (): 4> G' , REPORT #: Time Arrived @ Site: /D_40 Time of Departure: /2:y'5 Weather :1C - ,L ( L , / y Ambient Air Temp :(•F) A) Approved Plans on Site: (X -Box) g YES NO E) Concrete - City Mix ❑ Design Mi (► !/ Cement Content: � SAc /L Max. Size Aggregate: Supplier: /i. / /At5 Slump (In.) . % Concrete Temp. ('F): ( 1 � PTL Batch Ticket Received: YES ❑ NO G) Reinforcing Steel: Grade Specified: e. r , Grade Used: < a Sizes Used: 1 sr Rebar Manufacturer: S /tls 7400.3RD AVENUE S., SEATTLE. WA 96108 AS A MUTUAL PROTECTION TO CLICNTS, THE PUSLIC ANO OUCCCCCCl. ALL REPORTS PROJECT NO: ARE •U•MITT(O AS THE CONFIDENTIAL INTOCC1177 O/ CLIENT•. AND AUTHORISATION TON •U•LICATION OP M(NTS. CONCLUSIONS OR ((TNACT• PROM ON REGARDING OUR REPORT• IS N(SENV(O PENDING OUR WRITTEN APPROVAL. CONCRETE / GROUT / MASONRY / FIELD INSPECTION B) Inspection Report of: (X- Boxes) (31 Concrete J4Resteel ❑ Masonry ['Grout ❑ Other D) Location: (Be Complete) .. u P , - 3 4- 3 / J iJ ✓. 1 4 K fs�.kr'77.t1� Note Action(s) taken regarding items of non - compliance: Test Specimens Cast: Number of Sam ples x prisms. Set no(s): - F x )2_ cylinders. Required Strength filed Specified Age `7 Quantity of Material Placed: /0 ��� �a ��I,r�(►ct �1K ck (I 41 H) Mortar: Type MOSON000 I) Grout: (X- Boxes) Cement Lime Sand Mor . Temp. ('F): Parts Parts It t J) All items inspected are in conformance with approved plans and specifications: YESI' NO ❑ If not, explain, in detail: cc: (1) SECURITY PACIFIC /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER LEWIS /Ed Murray (1) CITY OF TUKWILA' B LDG DEPT C) Items inspected: (X- Boxes) t Footings ❑ Slab -on -decl ['Auger Cast Piles ['Columns ❑Slab -on_GY P Walls (Other Beams psi Y'eGk d7 S"^ 8 7- 7 -c- days Cement: Job Mix ❑ Re High Lift Cleanou YE Grout Temp. ('F): Form if SEA -43 - 7/2 - 005 Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES,, INC. cubic yards s Mix ❑ ow Lift ❑ Inspected: NO ❑ LAS NO CUSTOMER NO TYPE CURING DATE TESTED AGE DAYS COMPRESSIVE STRENGTH PSI 4088 • • 12/4 u1 n n CO N I 4350 4089 12/6 4990 4090 12/6 4850 4091 A 1 N 12/27 4092 Hold Speclllcattons 7 5000 ATE: 12/4/90 12/6/90 F.STED FOR: Attn: David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 DCATION OF POUR: Tilt up panels 34 and 35. ATE POURED 11/29/90 'ME LUMP, IN. 5 IR CONTENT, % IR TEMPERATURE, °F 45 ONCRETE TEMPERATURE, °F 60 ATE RECEIVED IN LAB 11/30/90 IELD DATA SUBMITTED BY E. Petermann IIX DATA SUBMITTED BY Miles Sand and Gravel :c: (1) SECURITY PACIFIC BANK /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASECRUTC.HER /Ed Murray '(1) C . FIELD DATA REPORT OF CONCRETE COMPRESSION TEST COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE ti' a 121 (1) STONLYrhlyd Avenue South • Seattle, WA 98108 /set AAVA.9 M ; ; Professional Service Industries, Inc. Pittsburgh Testing Laboratory Division PROJECT: Computer Wing Exp. Riverton Oper. Center Project #95124 OUR REPORT NO.: 712- 00508 -1005 QUANTITY OF MATERIAL QED 14 cubic yards SUPPLIER Miles Sand and Gravel DELIVERY TICKET NO. 161327 MIX NUMBER AND PROPORTIONS CEMENT 6i bags WATER 29 gals FINE AGGREGATE 1480# COARSE AGGREGATE 1820# (7/8") * ADMIXTURE 5oz /100# P100 Accelerating Admixtur DESIGN STRENGTH 5000 at 7 days * None added in field • Phone: 206/762-4664 REMARKS X Cylnde s made by PSI representative Cyrders made by Architect's or Conttactor s repeaer t*tWe Cylinders pctud up by PSI X repesentatrve Cylmd fa deMred to PSI taboralory Test results comply with applicable specltica' ons x Test results do not comply with _ applicable specilicalions TYPE OF FRACTURE. IF OTHER THAN CONICAL Respectfully submitted, PROFESSIONAL SERVICE DIUJS BIES, BC. • FAX: 206/763 -2936 • LAB NO CUSTOMER NO TYPE CURING DATE TESTED AGE GAYS COMPRESSIVE STRENGTH PSI 4036 1 -A . 12/4 7 3710 4037 1 -B 12/25 28 4038 1 -C 12/25 28 • Specifications 3000 DATE: ge'? 12/4/90 j C TESTED FOR: Attn: David McDonald SECURITY PACIFIC BANK Design & Construction (N06 -2) P.O. Box 3966 Seattle, WA 98124 LOCATION OF POUR: Pile caps at SE corner. DATE POURED 11/27/90 TIME SLUMP, IN. 2 AIR CONTENT, % AIR TEMPERATURE, °F 54 CONCRETE TEMPERATURE, °F 57 DATE RECEIVED IN LAB 11/28/90 FIELD DATA SUBMITTED BY E. Petermann MIX DATA SUBMITTED BY Miles cc: (1) SECURITY PACIFIC BANK /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER /Ed Murray (1) Ia iVx: D> U1L,W w4 `a14.14•s,uq'Ii (1) ST OV Ird Avenue South • S eattle, WA 98108 /set Professional Service Industries, Inc. Pittsburgh Testing Laboratory Division REPORT OF CONCRETE COMPRESSION TEST COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE 4' x 12') PROJECT: Computer Wing Exp. Riverton Oper. Center Project #95124 OUR REPORT NO.: 712- 00508- 1004 . FIELD DATA QUANTITY OF MATERIAL PLACED 3 cubic yards SUPPLIER Miles DELIVERY TICKET NO. MIX NUMBER AND PROPORTIONS CEMENT 517# WATER 28 gals FINE AGGREGATE 1390# COARSE AGGREGATE 18501/ (7/8") ADMIXTURE DESIGN STRENG'Di 3000 • Phone: 206 /762.4684 II +1 ; • DEC 101990 -A REMARKS X Cylinders made by PSI fepresMlahve Cylinders made by Architect's or _ Contractor's representative Cylinders pocked up by PSI x representative Cylinders delivered to PSI laboratory Test results comply with applicable _ specifications Test results do not comt ly w�tlt applicable specdbcati os TYPE OF FRACTURE, IF OTHER THAN CONICAL Respectfully submitted, PROFESSIQ AL SERVICE INDUSTRIES, DC. • FAX: 206/783-2936 PROJECT :�,� ADDRESS: 160000 I M ct41.. � ...1:.. INSPECTOR:_ DATE:' `/ COIDI PERMIT 0: jQ 2. i PA REPORT () :C 6)e / Weather: (Q Ambient Air Temp :( 'F) / ' Time Arrived @ Site: Time of Departure: B) Inspection Report of: (X- Boxes) ❑ Concrete Resteel ❑ Masonry Grout ❑ Other A) Approved Plans on Site: (X -Box) 1gLY ES [] NO ID) Location: (Be Complete) `1, J c4. 6,3 Y 'y, ( U. (DI ,°Y00 (, .,4,(�� • 73 E) C-*_°e - City Mix ❑ ('"". — Design Mix q)0 f � Cement Content: 9' 41L-) Max. Size Aggregate: 4 5 �1 7 Supplier : Slump (In. )/ t % Air: ' ' Concrete Temp. ('F): 6g-- PTL Batch Ticket Rec ived: YES ❑ NO G) Reinforcing Steel: Grade Specified: Grade Used: Sizes Used: Reber Manufacturer: K) REMARKS: /tls re r h� Profec�ional Service Industri ' ;, Inc. r �N Pittsburgh Testing Laboratory Division ?4OO.3R0 AVENUE S.. SEATTLE. WA 9810© `` _/ PNOTCCTION TO TN( CON11O[NTI CLICNT.•ANT) AUTHORIZATION OH PROJECT NO:11 �-•�� FOR •U.LICATION or •TATTM(NT.. CONCLUSIONS OS CATIIACT• PROM O. 11[CAMOINC OUR SIPOMT• IS CC••II VIED PCNDINO OUR WIIITTCH APPROVAL. CONCRETE / GROUT / MASONRY / FIELD INSPECTION II) Cement Lime Sand Mo cc: (1) SECURITY PACIFIC /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER LEWIS /Ed Murray (1) CITIY OP' T+UKW1•L'A°BL'DG' 'DEPT Test Specimens Cast: x prisms. x A cylinders. Required Strength 1001`] psi Specified Age "2 days Quantity of Material Placed: Mortar: Type M❑S ❑N 000 (X- Boxes) Temp. (•F): Note Action(s) taken regarding items of non - compliance: C) Items inspected: (X- Boxes) ir otings ❑ S lab -on -deck ger Cast Piles ❑ Columns ❑ Slab -on -Grade ❑ Walls ❑ Other ❑ Beams arts Parts Parts Grout: Cement: Job Mix High Lif Clea Form /SEA -43 Number of Samples 6r--- Set no(s) :( ' A-(: cubic yards sacks eady Mix ❑ Low Lift ❑ is Inspected: S ❑ NO ❑ Grout Temp. ('F): J) All items inspected are in conformance with approved plans and specifications: YES If not, explain, in detail: rJ Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. NO NOV 29 1990 SANIL.A PLAN iNG CL:PT (2) Professional Service Industries, Inc. 14.10p. Pittsbt jh Testing Laboratory DivisL . PROJECT: T ,(JIQ,7 , Ntritr)C '77i ADDRESS: INSPECTOR: fl /. ,�,h DATE? >74,n)zio PERMIT(: 4.75 REPORT #: % c� Time Arrived E) Site: )2:00 Time of Departure;2. j Weather : /it, l7L/` C..40AY Ambient Air Temp: ('F)7 C) A) Approved Plans on Site: (X -Box) RYES 0 NO E) Concrete - City Mix Ea Design Mix N Cement Content: Max. Size Aggregate: Supplier: i!7) /L,LS'5 Slump (In.) /5 ) % Concrete Temp .- ('F): ,S ? PTL Batch Ticket Received: YES ❑ NO 0 Reinforcing Steel: Grade Specified: 6 Grade Used: 40 Sizes Used:.*. ' Rebar Manufacturer: K) REMARKS: /tls 7400.3R0 AVENUE S.. SEATTLE. WA Q81O8 may/ Al A MUTUAL PROTECTION TO CLIENTS, TN[ /U.LIC ANO OUNSCLVEI, ALL .EPONTS //L Y� ,R [ [ +U.MITTO Al PROJECT N0: : T N[ CON /IO[ NTIA L PRO O/ CLIENTS. AND AUTNO.ITATION FOR PU•LICATION OF . CONCLUSION% OR CITRACTS /MOM 011 REGARDING OUR REPORTS IS R(SINVCO PENDING OUR WRITTEN APPROVAL. CONCRETE / GROUT / MASONRY / FIELD INSPECTION B) Inspection Report of: (X- Boxes) aConcrete ❑ Masonry ❑ Other D) Location: (Be Complete) —7740 Cement Lime Sand cc: (1) SECURITY PACIFIC /David McDonald (1) CALLISON PARTNERSHIP /Leonard Ruff (1) LEASE CRUTCHER LEWIS /Ed Murray 41).a.,CIT,Y..,O ' ..TUKWILA .BLDG . DEPT . Resteel ❑ Grout Test Specimens Cast: x prisms. l x i2 - cylinders. Required Strength At} Specified Age ;? �4 H) Mortar: Type M ❑S ❑N ❑O (X- Boxes) rtar Temp. ('F): C) Items inspected: (X- Boxes) ❑ Footings ❑ Slab -on -deck ❑Auger Cast Piles ❑ Columns ❑ Slab -on -Grade ❑ Walls ,® Other P , ❑ Beams Parts Parts Parts psi days Quantity of Material Placed: Grout: Cement: Job Mix ❑ High Lift Note Action(s) taken regarding items of non - compliant NOV z . N9u GI Pt j , 411vd U" I Form /SEA -43 Number of Samples 7 Set no(s): / Clean • s Inspected: ❑ NO ❑ rout Temp. ('F): J) All items inspected are in conformance with approved plans and specifications: YES Lt NOD If not, explain, in detail: / cubic yards Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. s asp Rea Mix ❑ ow Lift ❑ 1d--3 -YU 7 -co, /1EE - ,,VG . • /tiluRRAY01- S,75 C6 � . C /� 1. t•YYfO r. 444e,1/4 SNc Vey /Q cj74._ 5 " O; Gnu- soN t(23 - X6 4(0 GeAs6 C' LINTekteit 1* )-4-0 i s ( KZ -- z4 X2- -"4 _ tas - f CITY OF TUKWILA 6200 SOUTIICRNTER BOULEVARD, TUKWILA, WASHINGTON 98188 Plan Check #90 -316: Security Pacific Bank 12400 E Marginal Wy S PHONE # (206) 433.1 N00 Gary l., VanDnsen, Mayor THE FOLLOWING COMMENTS APPLY TO AND BECOME PART O THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER l 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- 4732). 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. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. e• Security Pacific Bank Page 2 • 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. 13. Engineereed 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. 14. 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). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). 17. 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. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 19. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. "X" REQUIRED INSPECTIONS PHONE DATE APPROVED APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED 1 Footings 431 -3670 X 2 Foundation 431 -3670 X 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 X 7 Framing 431 -3670 X 8 Insulation 431 -3670 X 9 Suspended Ceiling 431 -3670 X 10 Wall Board Fastening 431 -3670 11 12 13 X 14 FIRE FINAL Insp: 575 -4407 X 15 PLANNING FINAL 431 -3670 16 PUBLIC WORKS FINAL 431 -3670 X 17 BUILDING FINAL 431 -3670 CITY OF TUKWILA Department of Community Development - Building 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BU1LQING PERMIT INSPECI1ON RECORD (Post with Building Permit in conspicuous place) SITE ADDRESS: 12400 E Marginal Wy S Division SUITE NO.: BUILDING PERMIT NO. DATE ISSUED: PROJECT: Security Pacific Bank OTHER AGENCIES: CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if 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. 3. 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. 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. 06117190 X' REQUIRED INSPECTIONS 4 1 Footings A 2 Foundation A 3 Slab anW of Slab Insulation ii 4 Shear Walt Nailing Roof Sheathing Nailing p 5 8 Masonry Chimney . 4 7 Framing 8 Insulation 0 9 Suspended Coiling 10 Wan Board Fastening 11 12 1,13 -,14 FIRE FINAI.Insp: 015 �,,18 PLANNING FINAL PUBLIC WORKS FINAL 17 BUILDING FINAL PLAN CHECK NUMBER j0 -11 • PROJECT: . � . _�; 1C• THE FOLL0W1110 COMMENTS APPLY 10 ANO SECOME PART OF THE APPPOVED PLANS UNOE TU10111. DUILDINO PERMIT NUMBER No changes wilt be olds to the plans unless soproved Oy the rchitect and the Tukwila Minding Division. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, neluding all gas piping 1296- 47321. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work mill be inspected by that agency 1072- 6363). All mechanical work shall be under separate permit through the ity of Tukwila. All permits, inspection records, and approved plans shad be osted 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 spected. All structural concrete to be special inspected (Sec. 306. USC1. • v ,� ll structural welding to be done by W.A.D.0. certified welder and eciai inspected (Sec. 306, UDCl. All hlgh•strength bolting to be special inspected (Sec. 306, USC). Any new ceiling grid and light fixture installation is required to Beet lateral bracing requirements for Seismic Zone 3. Partition walls attached to ceiling grid must be laterally braced f over eight 101 feet in length. Readily accessible access to roof mounted equipment is required. Engineereed truss drawings and calculations shell be on site and available to the building Inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State ofessional Engineer. ,y exposed insulations backing material to have Flue Spread Rating of 23 or less, and material shall bear identification showing the fire performance rating thereof. 0 / Suborade preparation Including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached rocedure.). d o A statement from the roofing Contractor verifying lire retardancy of rook will be required prior to final inspection Isom attached cedure). All construction to be done in conformance with approved plans and requirements of the Uniform luilding Code (1900 Edition), Uniform Mechanical Code (1901 Edition), Washignton State Energy Code 11969 Edition), and Washington Stae Regulations for Barrier Free Facility 11989 Edition). 31 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 side by calling King County Health Department, 2964707, at least three working days prior to desire inspection date, On cork requiring Wealth 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 net over 23. 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 luilding Division prior to placing any ��yy//���'''� 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 -1, shall be special inspected. 22 All wood to remain ih placed concrete shall be treated wood. 23 All structural masonry shall be special Inspected per N.I.C. Settles 306 la) 7. .1ye7 Validity ml Permit. The issuance of a permit or approval of 129 plans, epecificatiens 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 coda shall be valid. City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control Number 90 -316 (513) Dear Sir: Gary L. VanDusen, Mayor September 11, 1990 Re: Riverton Operations Center /Security Pacific Bank - 12400 East Marginal Way South 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 doors shall swing in the direction of exit travel r City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 Gary L. VanDusen, Mayor when serving an occupant load of 50 or more. (UBC 3304(b)) Exits serving more than 50 occupants shall be provided with illuminated exit signs. (UFC 12.108(d)) 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. Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4- 1.1.1) (UFC 10.302) 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) Sprinkler protection is required in all areas not exempted by the fire code unless an alternate method of protection is approved by the fire marshal. This includes such areas as raised floors in computer rooms. An approved hose station requires plans review. (Plans must be submitted to the Fire Marshal for approval prior to installation.) (City Ordinance #1528) 4. H.V.A.C. units rated at 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. Central Station supervision is required. 5. All required occupancy separations, area separation Wa11c. and draft -stnn nartitinns shall ha maintained and Page number 3 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.401) 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) All wall and ceiling materials constructed of wood, shall be fire retardant treated. (UFC 10.401) Ignition sources (such as roll -up door motors) and combustible material located above the ceiling must be provided with sprinkler protection. (UFC 10.302) A permit is required for cutting or welding. An application is enclosed. (UFC 49.101) (A welding permit is required if any "hot work" is to be performed as part of construction.) A permit is required for the use, storage, handling or sale of flammable or combustible liquids. An application is enclosed. (UFC 79.103) (A permit is required for the installation or removal of fuel tanks or the modification of the supply and dispensing lines serving those tanks.) The fire department shall witness the operational test of all newly installed emergency generators. Where supply tanks are installed as part of a generator system, the generator will be located in an H -3 room. Provisions shall be made for containing a spill of the generator's fuel. Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" Yours truly, City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 vertical clearance. Access roads in excess. of 150'. shall be provided with an approved turn - around area. Access shall be within 150'. of all portions of the building. (UFC 10.207 as amended) a The .Tukwila Fire Prevention Bureau Gary L. VanDusen, Mayor Ca%tison /Transmittal Memorandum Re: '" Si 40 For your: • • We are sending you je Attached 0 Under separate cover 0 the following: 1.?:I 0 Originals 0 0 Submittal 0 Samples Action required: 0 As indicated Imv V-0-41 — 1.40.44T7eme.rep., woct.- t■Ar--0N-t te.. , L..e.emmt titeedii-scist I e - laeNt Is-A=17 N/A4-4 F tr. i i 0 Information and use j2'1ieview and comment 0 As requested 0 No action required . 0 For signature and return cc: '7W-ci.Tit■Atro4.4.....,.___. If enclosures are not as noted kindly notify us at once. 1 Corporate Headquarters: 0 California Office: 1420 Fifth Avenue 950 Sixth Avenue Suite 2400 Suite 200 Seattle, Washington San Diego, California 98101 92101 (206) 623-4646 (619) 232-3233 FAX: 206-623.4625 FAX: 619-232.3337 David P. Lindsey. Archltut Date: Project No: 001 16 5 41) 1• .1A _ The Cason Partnership Ltd. A Corporation RECEIVED CITY OF TI IKWILA S EP 6 1990 PERMIT CENTER Architecture Programming Planning Interior Design Graphics 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624.8150 1 III Mahan &DeSalvo CONSULTING ENGINEERS October 12, 1990 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 90 -T -17 ' (Riverton Operations CITY OF. TUKWILA OCT 1 5 1990 PERMIT CENTER Center Expansion) 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 with addendum letter, energy calculations and outline specifications for your. use. Carl Geiger CAG:3 The Callison Partnership Attn: Leonard Ruff 1420 Fifth Avenue, Suite 2'400: Seattle,'Washington 98101,', Mahan &DeSafvo • 1 CONSULTING ENGINEERS October 10, 1990 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 90 -T -17 (Riverton Operations Center Expansion) 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. Add to the General Notes a reference to the soils report addendum that concerns the use of augercast piles. 2. The connection shown in Detail 7/S2.3 does not clearly show the load path between the shear wall and the drag strut. Clarify the drawings to show how forces are transferred from the column to the shear wall. Verify the capacity of the column to transfer forces. Call out, on the drawings, the length of welds as given in the calculations on page 513. 3. From the typical panel elevation, 1/50.1, the screen wall panels are connected together by only one connection, 2 /S0.1. Verify the capacity of this connection for wind and seismic loading and revise the drawings as necessary. 4. Since the steel roof deck is to be designed by others, the engineer of record must review the shop drawings and calculations then send a letter to the City confirming that these drawings and calculations have been reviewed and are compatible with the basic structure. To accommodate this requirement, provide a note in the Structural Notes stating that the above mentioned procedure will occur. 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 cc: The Callison Partnership • 1411 Fourth Avenue Bldg, Seattle, Washington 98101 (206) 624 -8150 OCT 111990 _�1 iI Mahan &DeSalvo CONSULTING ENGINEERS September 24, 1990 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 90 -T -17 (Riverton Operations Center Expansion) 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624-8150 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. Provide a reference to the soils report name, date and number in the Structural Notes and that the recommendations of the soils report will be followed. 2. Submit documentation from the soils engineer concerning the use of augercast piles and their design capacity. 3. The joist bearing shown on calculation sheets 329 & 330 does not seem to represent the worst case joist load at a wall panel. Submit revised calculations. 4. Clarify the drawings to indicate how 1800 pif will be attained at the roof deck. Since the steel roof deck is to be designed by others, the engineer of record must review the shop drawings and calculations then a letter must be sent to the City confirming that these drawings and calculations have been reviewed and are compatible with the basic structure. To accommodate this requirement, provide a note in the Structural Notes stating that the above mentioned procedure will occur. 5. Clarify the typical embeds and welds that are referenced by letters in the details on Sheet S0.1. 6. Clarify the vertical location of the connections shown in Sections 9/S0.1 and 10/S0.1. Show how many connections are needed. 7. The connection in Section 15/S0.1, showing 6" to the end of the beam, does not correspond to the Roof Framing Plan. Clarify the location of the beam splice and elaborate on how the left beam is supported. Clarify all similar conditions. 8. Show diaphragm chords and their connections, on the drawings. If the 3x3 angle is acting as the chord, call it out as continuous and show adequacy of connections. Also, call out the thickness of this angle. 9. Provide calculations to check the drag strut connection and the beam connection shown in Sections 7/S2.3 and 1/S2.3. 10. Check drag struts for combined stresses as required by Section 2703. Sincerely, September 24, 1990 City of Tukwila Re: 90 -T -17 Page two 11. The design and drawings of the screen wall are incomplete. Please submit the following. a) Calculations that check the overturning stability of the screen wall panels for in -plane lateral forces. b) Dimensions of the screen wall panels. c) Details of reinforcing. d) Connection details to the foundation. e) Include the screen wall on the architectural plans. 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. CryWtal Kolke CLK /CAG:1 cc: The Callison Partnership 1420 Fifth Avenue, Suite 2400 Seattle, Washington 98101 Plan Review PROJECT , of c , CUP—t cc-y�r,, �IG �AhI K ADDRESS i .0Q ` - t'- 'K.&1 14(-1L Ce_ALA ' r DATE Pt 'l Q OCCUPANCY GROUP c (C ; P M TYPE OF CONSTRUCTION 111 LOCATION ON PROPERTY, <TE K AL-E- t- ErlV.F6 BUILDING HT. / NO. STORIES. v FLOOR AREA 14 4q2( - (atn �Ttal�l V OCCUPANT LOAD . j�CJ�S' n TANDr 7434a/100 - CoM e • eft • • '✓ EXITING REQUIREMENTS 1)1447XUA C L . C)t tC- V V C D, OoE I X i _A _ ,. ►. _ } ' ` r_ ja: • .11 — UM - 'AZ1A < eeeric€ C2i Lam ' 20 ' , crto-0 vocors - -cep , OWE e Trt. DETAILED REQUIREMENTS OCCUPANCY C. TYPE OF CONSTRUCTION. WC, PART V, CHAPTER 23, U.B.C W. S.E.C t,.,ct(A- nlAci bODCICT` C1 �oa0 lW EI,e.INC - '1 I CHAPTER 51 -10, W.A.C. , N/G Cp '' NOTES: t - r 2c-1 G co PLAN CHECK NUMBER c'D--31 29 CITY OF TUKWILA DEPARTMENT Of COMMUNITY DEVELOPMENT prepared by: , if DI AMAMIMf rvv►clnni TO: FROM: OATS: SUBJICT: (10 /T2.MEM0) Cite of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 1200 433.1000 Gary L. VanOusen, Mayor 1nnaJlarx .5h21,1 i 2 e5alRm oz MEMORANDUM RN -e rtD n Op-erock ions CRnt.er pl d - D tT u cj u ra1 Y'-) v i-o w only I GI Callison Architecture Programming Planning Interior Design Graphics July 17, 1990 Mr. Ron Cameron, City Engineer City of Tukwila Public Works Department 6300 Southcenter Blvd. Tukwila, WA 98188 Re: Security Pacific Bank Washington Riverton Operations Center Traffic Study Project Number 89163.05 Dear Mr. Cameron: This letter will serve to address your concerns expressed in the meeting minutes from the project pre - application conference held June 7, 1990. 1. Identify number of parking stalls lost on site. Response: 39 parking stalls will be deleted in the proposal. 2. Where are lost parking stalls to be located? Response: 17 existing parking stalls will be re- configured from angle parking to head -in parking in the southerly parking area and five new stalls will be added along the north side of the proposed addition. This totals a net reduction of 17 parking stalls. 3. Are additional parking stalls required? Response: No. The total gross floor area of 270,937 sf requires 678 stalls at a ratio of four stalls /1,000 sf. 687 parking stalls will be provided. 4. Will any parking be supplied on the east side of E. Marginal Way? Response: Yes. There are currently 270 stalls provided in the ancillary parking lot on the east side of E. Marginal Way. 5. What is the existing parking usage? a. Parking stalls used? b. Available parking stalls? 1420 Fifth Avenue Suite 2400 Seattle, Washington 98101 (206) 623.4646 FAX: (206) 623.4625 Mr. Ron Cameron, Cir Engineer City of Tukwila Public Works Department Project Number 89163.05 July 17, 1990 Page 2 8. Are there any company employee crossing concerns? Response: No concerns identified. 9. Are there any increases in the number of employees? • Response: During normal operation, the on -site parking lot is typically 80 - 90% full and the ancillary lot is 25 - 30% full. At peak times (shift changes) the on -site lot is again 80 - 90% full and the ancillary lot is approximately 75% full. Parking availability is approximately 229 stalls during normal operation and approximately 107 stalls during peak volumes. 6. Is there any increased pedestrian traffic across E. Marginal Way? Response: No. Earlier this year, the bank relocated approximately 250 employees to a different facility. Pedestrian traffic across E. Marginal Way has decreased accordingly. 7. What are the existing pedestrian volumes associated with the development? Response: Approximately 1,000 employees work at the facility during a 24 -hour period; divided into three shifts of approximately 450, 325 and 325 employees. The maximum pedestrian volume would occur at the change of first and second shifts wherein 450 staff would be leaving and 325 would be arriving. At present, the ancillary parking lot provides approximately 35% of the total parking used for the facility which would represent approximately 158 staff crossing E. Marginal Way to leave work and approximately 114 staff crossing E. Marginal Way to arrive at work. However, it should be noted that all 775 employees involved in the shift change would not be leaving or arriving all at once as the second shift arrives before the first shift leaves. Response: The proposed addition will not require additional staff. Three employees currently working elsewhere in the facility will be relocated to the addition. Further, the bank estimates that over the next three years, the staff increase will only be approximately 2 %. (Refer to Attachment "A ".) 10. Reference agreement for funding pedestrian signals should that need develop and be ultimately approved by the City. Response: The pedestrian crosswalk linking the facility to the ancillary parking lot is currently served with a lighted crosswalk sign and flashing yellow signal. No agreements for further modifications of the pedestrian crosswalk signal are anticipated at this time. Mr. Ron Cameron, 4Engineer City of Tukwila Public Works Department Project Number 89163.05 July 17, 1990 Page 3 I have also included for your reference a copy of the Trip Generation Study based on ITE standards prepared by The TranspoGroup for this proposal. (Refer to Attachment "B ".) Please do not hesitate to call if I can provide any additional information, or answer any questions you may have. Sincerely, THE CALLISON PARTNERSHIP, LTD: Leonard A. Ruff LAR:gc Security Pacific Bank: Dave McDonald Callison: Gerry Gerron, S. Ram Prasad, Jim Rothwell, File No. 9 Security Pacific Automation Company, Inc. A Security Pacific Company Mr. Leonard Ruff The'Callison Partnership 1420 Fifth Ave., Suite'2400.• Seattle, WA 98101 Mr. Ruff: As part of the Riverton Operations Center:, expansion project, Security Pacific Bank Washington was asked to provide your firm with the following'information, 1. The Riverton Operations Center currently has approximately 1,000 employees. that work in the facility over a 24 hour period, . The anticipated staff increase per year for the next '2 to 3 years is forecasted to be about 2% of the current staff. TAC :mb Northwest Region 12400 B. Marginal Way S. P.O. Box C34030 Seattle, WA 98124 Thomas A. Carpenter Senior Systems Officer Network & Computer Services (206) 433 -7646 I hope this information is helpful in ,preparing for the BAR With the City of .Tukwila. Please feel free to call me if you have. any questions, (206.433 -7646 Sincerely Transportation and Traffic Engineer( PLANNING • DESIGN June 28, 1990 Mr. Leonard Ruff The CaMoon Partnership, Ltd 1420 Fifth Avenue, Suite 2400 Seattle, WA 98101 Dear Mr, Ruff: Project Description Scenario 1- Occupied by ROC Scenario 2 - New Tenant ►.l 1 fr !PO ---' JUL - 3 1990 THE CALL, SON PARTNERSHIP ATTACH "B" Tr Group TG: 90334.00 SUBJECT: SECURITY PACIFIC BANK RIVERTON OPERATIONS CENTER EXPANSION - TRIP GENERATION Thank you for asking The TRANSPO Group to assist you with an analysis of trip generation for the proposed expansion of Security Pacific Bank's Riverton Operations Center (ROC). This letter presents a summary of our analysis. At the request of City of Tukwila staff, trip generation for the following two scenarios were analyzed: • Scenario 1: Continued occupancy of the facility by Security Pacific Bank's Riverton Operations Center. • Scenario 2: Occupancy of the facility by other tenants with general office space requirements. The proposed expansion of the Riverton Operations Center (ROC) will increase the existing two -story facility by 15,883 gross square feet (gsf), from 255,054 gsf to 270,937 gsf. The expansion will consist of a 14,977 gsf addition to the existing computer wing and a 906 gsf addition to the equipment storage area. The increased floor area will allow for more effi- cient operations by existing staff. No increase in the number of employees is expected as a result of the proposed expansion. Under this scenario (continued occupancy of the facility by the ROC), no increase in site - generated trips is expected as a result of the proposed expansion. This is due to the fact that no increase in the number of employees is expected. This scenario was analyzed by comparing trip generation for the existing facility with a general -office -use tenant with trip generation for the expanded facility with a general -office- use tenant. Trip generation was developed using regression equations published in the Institute of Transportation Engineers (ITE) publication, Trip Generation (4th Edition, 1987). The TRANSPO Group, Inc. 14715 Bel-Red Road, Suite 100 Bellevue, Washington 98007 FAX:2061747.3688 2061641.3881 Mr. Leonard Ruff June 28, 1990 Page 2 The equations used are derived from case studies compiled by 1TE of office developments around the country. The resulting trip generation for the existing and expanded facilities are summarized in Table 1. Table 1. Trip Generation With General Office Tenantsl Expanded Facility 270,937 gsf 2,897 472 450 Existing Facility 255.054 asf 2,73.2 44$ 4d Increase Due To Expansion 15,883 gsf 128 24 22 1 Source: ITE TrID Generation, 4th Edition, 1987, Land Use Category #710. Summary Under the scenario of continued occupancy of the facility by Security Pacific Bank's ROC, no increase in site - generated trips is expected as a result of the proposed expansion. Under the scenario of occupancy of the facility by other general office tenants, the proposed expansion will result in an increase of 128 daily trips, including 24 AM peak hour trips and 22 PM peak hour trips. I trust this information will be useful in evaluating the proposed expansion. Please call me if you have any questions or need additional information. Sincerely, The TRANSPO Group, Inc. tVli Milton G. Lim Transportation Engineer MGL /mlm Transpo Group Floor Daily AM Peak Hour PM Peak Hour Area Trips Trips Trips LEGAL DESCRIPTION THAT PORTION OF TRACTS 21, 22, 31 and 32, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT RECORDED IN VOLUME 10, OF PLATS, PAGE 74, IN KING COUNTY, WASH- INGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WESTERLY MARGIN OF PRIMARY STATE HIGHWAY NO. 1, FOSTER INTERCHANGE TO SOUTH 118TH STREET, AS CONDEMNED UNDER SUPERIOR COURT CAUSE NO. 646846, THAT BEARS SOUTH 04 °33'59" EAST 165.03 FEET DISTANT FROM THE POINT OF CURVATURE OF THE WEST MARGIN, HIGHWAY ENGINEERS STATION 76 +05.30 SAID POINT ALSO BEING THE SOUTHEAST CORNER OF THAT CERTAIN TRACT OF LAND AS DESCRIBED IN OPTION AGREEMENT RECORDED UNDER AUDITOR'S FILE NO. 7506090402; THENCE SOUTH 04°33'59" EAST ALONG SAID MARGIN 615.17 FEET TO A POINT LYING 110 FEET WESTERLY OF AND OPPOSITE ENGINEERS STATION 68 +25; THENCE SOUTH 58 °19'00" WEST ALONG SAID HIGHWAY MARGIN 230.32 FEET; THENCE SOUTH 18°09'20" EAST ALONG SAID HIGHWAY MARGIN 36.80 FEET TO THE SOUTH LINE OF TRACT 32 OF THE RIVERSIDE INTERURBAN TRACTS; THENCE NORTH 89 °17'24" WEST 476.97 FEET ALONG THE SOUTH LINE OF TRACTS 31 AND 32 TO THE EASTERLY MARGIN OF EAST MARGINAL WAY AS ESTABLISHED BY WARRANTY DEED FOUND INKING COUNTY RECORDS; KING COUNTY RECORDER'S NUMBER 7412090465; THENCE NORTH 18 °38'24" WEST 12.65 FEET ALONG SAID EASTERLY MARGIN; THENCE NORTH 12 °54'24" WEST 443.48 FEET ALONG SAID EASTERLY MARGIN; . THENCE NORTH 10°0724" WEST 333.78 FEET ALONG SAID EASTERLY MARGIN TO THE SOUTHWEST CORNER OF OPTION AGREEMENT RECORDED UNDER AUDITOR'S FILE NO. 7506090402; THENCE SOUTH 89°1724" EAST PARALLEL TO THE SOUTH LINE OF TRACTS 31 AND 32 RIVERSIDE INTERURBAN TRACTS, A DISTANCE OF 774.30 FEET TO THE POINT OF BEGIN- NING. LEGAL DESCRIPTION THAT. PORTION OF TRACTS 21, 22, 31 and 32, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO 'ME PLAT RECORDED IN VOLUME 10, OF PLATS, PAGE 74, IN KING COUNTY, WASH- INGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WESTERLY MARGIN OF PRIMARY STATE HIGHWAY NO. 1, FOSTER INTERCHANGE TO SOUTH 118TH STREET, AS CONDEMNED UNDER SUPERIOR COURT CAUSE NO. 646846, THAT BEARS SOUTH 04°33'59" EAST 165.03 FEET DISTANT FROM THE POINT OF CURVATURE OF THE WEST MARGIN, HIGHWAY ENGINEERS STATION 76 +05.30 SAID POINT ALSO BEING THE SOUTHEAST CORNER OF THAT CERTAIN TRACT OF LAND AS DESCRIBED N OPTION AGREEMENT RECORDED UNDER AUDITOR'S FILE NO. 7506090402; THENCE SOUTH 04°33'59" EAST ALONG SAID MARGIN 615.17 FEET TO A POINT LYING 110 FEET WESTERLY OF AND OPPOSITE ENGINEERS STATION 68 +25; . THENCE SOUTH 58 °19'00" WEST ALONG SAID HIGHWAY MARGIN 230.32 FEET; THENCE SOUTH 18°09'20" EAST ALONG SAID HIGHWAY MARGIN 36.80 FEET TO THE SOUTH LINE OF TRACT 32 OF THE RIVERSIDE INTERURBAN TRACTS; THENCE NORTH 89 °1724" WEST 476.97 FEET ALONG THE SOUTH LINE OF TRACTS 31 AND 32 TO THE EASTERLY MARGIN OF EAST MARGINAL WAY AS ESTABLISHED BY WARRANTY DEED FOUND IN KING COUNTY RECORDS, KING COUNTY RECORDER'S NUMBER 7412090465; THENCE NORTH 18 °38'24" WEST. 12.65 FEET ALONG SAID EASTERLY MARGIN; THENCE NORTH 12 °54'24" WEST 443.48 FEET ALONG SAID EASTERLY MARGIN; THENCE NORTH 10°0724" WEST'333.78 FEET ALONG SAID EASTERLY MARGIN TO THE SOUTHWEST CORNER OF OPTION AGREEMENT RECORDED UNDER AUDITOR'S FILE NO. 7506090402; THENCE SOUTH 89 °1724" EAST PARALLEL TO THE SOUTH LINE OF TRACTS 31 AND 32 RIVERSIDE INTERURBAN TRACTS, A DISTANCE OF 774.30 FEET TO THE POINT OF BEGIN- NING. i Transmittal 0 Memorandum Callison F_ Re i-UKAP' 100 1 Trowimcr _ We are sending you d effl e Attached the following: ,21rints 0 Submittal For your: Action required: Corporate Headquarters: 1420 Fifth Avenue Suite 2400 Seattle, Washington 98101 (206) 623.4646 FAX: 206-623.4625 0 As indicated If enclosures are not as noted kindly notify us at once. 0 Under separate cover o Originals 0 Samples 0 0 0 0 Information and use e g+-Review and comment 0 As requested 0 No action required 0 For signature and return Date: Project No: en 673 At. .3 41$17-7. 154.-um. LA Ise vrir.ois WuJodiscAr- Avem-rrrved-rogretkt. 40)rovarvirikt... Nie..64-144me.0.4- •e_A-ware..% vre, Imee..4A-dw e4o. 4 vrie- -•141. vpt,re gp.rv=Am-r- prprc.% e....e.erN of.) 1 m41-1 "ME •\rry...% -' GAITI, 1 TweWls -- GI IL. G0471 tr-1=n1W- -tv qp■as4 Aat.AVIE-ot4 - e.trai 1-4 04 - 1=76-4-cipor.pri a 0 410 vtiror-T 10 - 10 - deptarr e. Pen •#.1.$ - 1 Voigicia q L. ern o W- 4 911FitaNreln. e-4: _ 41, 5468 •Flow reA•el ft-rspeo.- Py.... 0.42 cc: Vs/ .....01/3L/bOpetz7 o California Office: 950 Sixth Avenue Suite 200 San Diego, California 92101 (619) 232.3233 FAX: 619-232-3337 David P. Lindsey, Archltvo The Callison Partnership Ltd. A Corporation Architecture Programming Planning Interior Design Graphics C i t ty r3 f Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (2061433 -1800 Gary L. VanDusen, Mayor TO: FROM: DATE: -- -- SUBJECT: -P 4 S 0`F �- MEMORANDUM D-C4--tcz. °°1F-D.i-1 I X 1588 ��1a � 0,9)Ak `tal � at-ri OD. cpc9 l , bud` so° . g Lb ° \- Si 00 SECuQ1TY PAcIFIC B A kJ < Pt 73 artnership • f X. Atwrin Pbi "' *+ n5. 0 5,1x,/04 ethoir hero ".r..' 1...0 - AIVCO o,yoN TREE PLANTING DETAIL .or ro 6:A1[ VIITTAL JULY 17,1990 (Revised August 3. 1990) frlrAl(r I..N.1p APIJYT • WALK aFt) Tot. ,- EMU aac Walt O' ?.AG Aw Mn 01010 110 Aasq. MVO nano ..n,n. - ra..r ...A ma. R.•n oar -AA GM. - C•a. v 400,111 T6 au. 4 TtAe *, wove .J. nil , a •■• row.woo Eaa /PARKING 1 .'tu:A 1 60 POLI / 31. Al /T/al 1411) On MA RV)) PIE&i' Whoa Amur Ars. M. ♦ owr •ruA earria0 acYAal • • [1,4•O.MOO NIL 4 flaw oor:. v.a.a EVERGREEN PLANTING DETAIL Aar ro Muu q PrN`T! )( I.AAJIAAPidT G D TURN AROUND r,TIF a.r •1 4#,Nr) • 1 ?' rE1& r PrIr,TIA(1 01JrN% I 4 FF,cfrrKlt Loki. Rof. Wuk TO Mr, fIF1I',fI 4 `.G Piol- p IMATZH 4r,r0 tr. IA - 1I110s EW E6aW AN Iwo. woos Af I1RN. "woad A Ar600 r><I. ArtCW. wr . . 6ue6.wo 6sud 69 b 100.11 rinLL. IM MO 4a.rx .10 PAW MS'H. OP YAM/ OW. MErsvl m66 /W TWO' a raid MOAT 1 .Ar6,a A.uty s .Y.i Dw ,.a s .. A a oenw ro a ESAVM. - .,wn.r &M X ;Au(AJr P/Il,itel NOT t u 01 WALK TO ANCILLARY PARKING 1 ■ 111' (I/ . % IOW IIi:. CA .1, ;: i . Ili trip III !":. 4 a.•......r>..., Amr au..... SHRUB FLAWING DETAIL •or ,o E6,/ GoNc. - rltELwj pia lXATj CHEF-✓ Y 1F t . see #4 H ?- v D fl.A$rE9- L 1, 1 MAIN ENTRANCE L_ Mru Ian C.441 4 MuO.IM. C0 !ay. EXISTING R.O.C. oILPIAIct FDr� 1(PKN. PAW (Uf o /to'+ K 4M(xr FIAT. F ' M P1 N yAA�L R/JrSrr✓,At r6 Y6W ,u A/.AT : h11" OW f eteN 16.5 /Mite \ro' N , x S w :�I�11FI'r at,k, r�r• ?n Nw 221 E LANT SpACIN(I DETAIL Nliwr wtk Liner`( F•�r,ihJ'� WOD fct∎ IN1 rnutl 660 ,Ar AMt- R•JE4,OFtApn1T I i r TIP fi1F.r 11:E1:N TF . re MARtt •l•rnNi•T ((EDAr.) ;' T. I11AT; A E¢ 1511Nd`. 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HfGUTu3 1 - f),. cED / t /1Nl:� 116W:4 ( 5 D Gx�,rlar� WirJD`.CAPIN 1D RFMAIN Ann fvfL Pl4g.tipt, Sche Eli. P50 6 ),- )70 -1L1 'F•PE N'EP'S. nab South E •p, LANDSCAPE ARCHITECTURE PUN SCALE: I /16" • 1' -0" o I s' Is 25 LEGEND ( 1TE* ■ RICHARD Nuts b /SA vrAwr/ or : : 4IA/ BOLLARD LIGHT DETAIL -.- Ex (.01)wJ K l'4E 9 "cAL I � a 111 +1 • r 1 Lr ■ IlPtot- ''' fr •� P•� ."7".... _ wE A 1`II - ' I 50 2. COPYRIGHT IQ III THE CALLISOH MRTNE RSHIP 1 1101111 / VAN DU VAN'1'ER anouP Ps Site l)e.iln • - Suite 2113 AID Bellevue Way MI Iklkeue, WA 98004 w.*UU 90 tII (2061451.8001 +Ik L \UG 10 1990 CITY t, PLAI"1 I SECURITY PACIFIC AS1- 1"I" lip 6 • .a: 4. ABBREVIATIONS t D A.B. ANCHOR BOLT MC * CONDMONNG J •CODS. ACOUSTICAL AC.T. ACQUSTIC TLE A BB. 1Dp ADUM + fi r• a A.F.F. ; • FWSH FLOOk AGGR. AGGREGATE ALT. �M� ALTERNATE AL.. ALUM. LUMNUU ANOD. ANODIZED APPROX. AAPROX94ATE ARGIL ARCHLECT ASR. ASPHALT B0. BLDG. CIJ(C. FLEE. BOT. Bk'Z. BSMT. B.U. CAB. CABINET ( CATCH BAS14 C.G. CORNER CUNt0 CST IRON CJ.P. CAST- N- PLACE(CG..JCRETE) CRC. CIRCLE C.JT. CONTROL JOINT CLG. tI-ING CLR. G.EAR(ANCE) C.M.U. CONCRETE MASONRIUMT CND. CNdTR. COUNTER C.O. CLEAN OUT COL.. COLUMN CONC. CONCRETE COIN. COIIIECT)ON CONST. CONSTRUCTION CONT. CONTiMJOUS CONTR. CONTRICTOR CORRIDOR CPT ' CARPET CWT. CASEMENT C.T. W1� TIE CTR. /"SK, COUNTER SNK Cu. FT. Ct181C FOOT CU. YD. CUBIC YARD DEMO. DEMOLITION Da.. DOUBLE DEAD LOAD DET. DETAIL. D.F. Diem% FOUNTAP1 DM. DOABLE WING DAG. O1i&*. DIADIPMET1ER CAM. ONENSn0N DN. DIVISION A ANGLE CENTERLINE oIMERIEL PENNY PERPENDICULAR PLATE POUND OR PRIMER DIAMETER SOU.Aff FEET BOARD BEF1ER4 BOLDING ELM BEM WNW MARC BOTTOM BEARING BRONZE BASEMENT BULT REFERENCE SYMBOLS STRUCTURAL GRID LINE DETAIL WALL SECTION REVISION FLOOR PLANS PARTITION TYPES DOOR NUMBER ROOM SPRINXLC.R RISER 0• FLOOR DRAIN FIRr FIRE EXTIIGUSHER CANT EIQ NEW PARTITIONS ' - ` SEE PARTITION SCHEDULE ON SHT, -ALL PARTITIONS AREE i_ D ' UNLESS OTHERWISE NOTED POCHE INDICATES RATED WALLS. OP. CPR. oft. DS. D.T. DWG. DWR. E. EA, E.JT. ELEC. ELEv. G G.B. GEN. GL. I.D. I NSI.I . NT. i 4V. DETAIL NUMBER OR LETTER) DRAWING SHEET NUMBER S ECTION NUMBER (OR LETTER) DRAWING SHEET NUMBER SECTION DESIGNATIO•: (OR LETTER) BUILDING SECTION ' DRAWING SHEET NUMBER SEE DOOR SCHEDULE, Stir ROOM NAME INTEk1OR ELEVATION ELEVATION NAME � DOWN DANFPROORNG DISPENSER DOWNSPOUT DRAW TILE DRAWM DRAWE1 EACH EXPANSION JOINT ELEVATION ELECTRICAL) ELEVATOR ENCL, ENCI.OSE(URE) EQ. , EQUAL EQUIP. » EOUFLIENT ESC. ESCALATOR EST , ESTIMATE fDICAV. EXCAVATE EXFI, EXHAUST EXIST. EXISTING EXP. EXPANSION EXT. • E(TERLOR H.B. HOSE B18B H.C. HOLLOW CORE HOBO. HARDBOARD I DRS.. HNC/CAPPED FEADER IDWD. HARDWOOD IIDWR. HARDWARE H.M. HOLLOW FETAL RORJZ. HORIZONTAL HR. HOUR HT. 1 EiGIT HTG. HEATING H.v.AC. WATT/IC/VENTILATING/ AR COMMTFOFING H.W.H. HOT WATER HEATER GAGE CALVAINZED GRAB BAR GOIERAL GLASS, RNO AZiaG INSIDE DIAMETER INrCLUDM SiIE INSULATION NTERIOR INERT SEE TITLE BLOCK FOR REVISION. MOST RECENT REVISION SHOWN CLOUDED. JAN. JST. Jr. KIT. KO. KPL. F.B.OJ.C. FURNSFIFD BY OWNER MULLED ED BYCONTRACTOR F.O. FLOOR DRAIN FON. FOUNDATION F.E. FRE EXTINGUISHER F.E.C. FIRE EX TIIQU1SHERCI8NET F.F. FACTORY FINISH FN. ENVIED) FIR. FLOOR FLASH. FLASI,rG FLUOR. FLUORESCENT F.O.S. FACE OF STUDS F.O.C. FACE OF CONCRETE F.O.F. FE A OF FINISH F. .8. FA#. OF BRICK F.O.M. FACE OF MASONRY FT. FOOT O FTC. FOOTING 0.A. FURR. FURRED. Fti'ir. °sib OA. F.R.G. FIBE REIfF. GYPSUM 0.F.RD. F.w.C, FABRIC WA+LLCOVERING OH. OPP.H. OPNG. OPP. O.T.S. L L L. LT . LTL. LVR. MAX. M.C. INCH. MEMEL MET. bEZZ. MFR. bI F.8. MW. MIL. MTD. i1TL. I$1LL. N. WIC. N0. NOM. N.T.S. GR. GRADE, GRAI>RiG P330. G.W.0. GYPStEI IMAM. BOARD Pte. GYP. GYPSUIJ PEAL GFRC. '•;LASS FIBER REIIF. CONC. pi_ P.L. P. UN. PUS. PLWD. PNL. PR. P.S.F. P.S1. PT. P.T. PD. PIN. PVI4T. P.T.D. P.T.R. JANI JOIST JOINT KITCHEN KNOCKOUT KIG(PLATI= L*MINATE(D) LAVATORY LEFT HAND EN • Th LINTEL LOUVER MMIIIM LIQ,ME CABINET MECHNICIAL) MB ANE IIE ZZAMIE WrUFACT1JE R) MINERAL F9ER BD. MANHOLE INSCEI.LAtIEOUS MOUNTED MATERIAL MULLION NORTH NOT N CONTRACT RACER NOT • O SCALE OVERAIL • CENTER OUTSIDE DIAMETER OVERFLOW ROOF ORAIN OVERHEAD OPPOSITE HIED OPENING OPPOSITE OPEN TO STRUCTURE PASS. PASSENGER P.B. PANIC BAR PARTICLE BOARD PERFORA PERIMETER (D) ELATE PROPERTY LINE PLASTIC TER LAMINATE PLAS �W000 P POUMS PER SQUARE FOOT POUNDS PER SQUARE NCH POINT PRESS'UtE TREATED PLANTER DRAII PAVE PAPER TOWEL DISPENSER PAPER TOWEL RECEPTICN. O.T. QUARRY TLE DATUM NORTH REFERENCE TO DIM POINT MATCH LINE REFLECTED CEILING PLANS FLUORESCENT ❑ FIXTURE WALL MOUNTED FLUORESCENT FIXTURE FLUORESCENT STRIP FIXTURE 114 LIGHT COVE: DOWNLIGHT WALL MOUNTED Q EXIT SIGN HVAC SUPPLY 2 X 2 2 x 4 UUF)R ceTtoER � +� SPRINKLER HEAD )1( SMOKE DETECTOR l R. RISDI R.A. RETURN Ml RAD. RADIUS R.8. R% BASE R,T. RESUENT TILE R.D. ROOF' DRAIN REF. REFERENCE REFL. RgI-ICT%D REFR. REFIV(iERATOR REG. REGISTER ROF F. RETIFORCING REQ. REQUIRED REV. REVISION R.Li. RIGHT )(RNLI R11. ROOM R.O. ROUGH OPENING a.0.w. RIGHT OF WAY RCP. REFLECTED CLG. PLAN S. SOIJDD CORE SCHEDULE S.D. STORM DR/iN SEAL. SEALANT SECT. SECTION S.F. SQUARE FEET SH. SHELF SHT. SHEET SHTG. SHEATHING SOT. SNJILAR SL. SLOPE SP STAND PPE SPEC. SPECIFICATION SQ SQUARE S.S. SERVICE SIN( SsTL. STANLESS STEEL STD. STANDARD STL. STEtl STOR. STORAGE SIR. STRUCTURAL STRUCT. STRUCTURAL SUSP. SUSPENDED TREAD T.B. TOWEL BAR TEE. TELEPHONE TEND. TEIgEREO TERR. TERRAllO TEX. WXTURF(D) TAG. TONGUE AND GROOVE THK. THCK(NESS) THRESH. THRESHOLD T.JT. TOOLED JOINT TKBD, TACK80ARD T.O.B. TOP OF BRICK TV. TELEVISION TYP, TYPICAL TOS. TOP OF SLAB T.T.OPR. TOLET TISSUE DISPENSER W J . OTHERWISE NOTED VAR. VARNISH VEN. VENEER VERT. VERTICAL VEST. VESTIBULE V.G. VISION GRLLE V.W.C. VINYL WALL COVERING w. WE$T , WIOE w/ WITH W.C. WATER CLOSET W0. WOOD W.H. WATER HYDRANT W/0 WITHOUT rvP. WATERPROOFING) W.R. WATER IiES?SrANT wSC'r. WAINSCOT WBGHT W.W.F. WELDED WIRE FABRIC ELEVATION 4------- (>. - ADJACEWT SHEET NUMBER. 1X 4 tweessool 111611711E114 IternENCIMICRegaill 0 WALL WASHER e CUING' UNTO. 1MALL AIrITT). E RETURN EXHOUST BUILDINC CLASS!FICATIONS (WILDING CODE INFORMATION PROJECT ADDRESS: APPLICABLE BUIL DING CODES: OCCUPANCY GROUP: CONSTRUCTION TYPE: FIRE PROTECTION: ALLOWABLE AREA: ALLOWABLE AREA INCREASES: MAXIMUM HEIGHT (UBC): BUILDING AREA: ZQNINQ CODE FORMATIOPI APPLICABLE ZONING CODE: LAND USE ZONE: MAXIMUM HEIGHT (ZONING): REQUIRED YARDS: MINIMUM LOT SIZE: MINIMUM LOT WIDTH: LANDSCAPING REQUIRED: PARKING REQUIRED: PARKING PROVIDED: LEGAL DESCRIPTION THAT PORTION OF TRACTS 21, 22, 31 and 32, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT RECORDED IN VOLUME 10, OF PLATS, PAGE 74, IN KING COUNTY, WASH- INGTON, MORE PARTICULARLY DESCRIIED AS FOLLOWS: BEGINNING AT A POINT ON THE WES'iV'. Y MARGIN OF PRIMARY STATE HIGHWAY NO 1, FOSTER INTERCHANGE TO SOUTH 118TH S i:?GET, AS CONDEMNED UNDER SUPERIOR COURT CAUSE NO. 646846, THAT BEARS SOUTH 04°33'59" EAST 165.03 FEET DISTANT FROM THE POINT OF CURVATURE OF THE WEST MARGIN, HIGHWAY ENGINEERS STATION 76 +0530 SAID POINT ALSO BEING THE SOUTHEAST CORNER OF THAT CERTAIN TRACT OF LAND AS DESCRIBED IN OPTION AGREEMENT RECORDED UNDER AUDITOR'S FILE NO. 7506090402; THENCE SOUTH 04 °33'59" EAST ALONG SAID MARGIN 615.17 FEET TO A POINT LYING 110 FEET WESTERLY OF AND OPPOSITE ENGINEERS STATION 68 +25; THENCE SOUTH 58 °19'00" WEST ALONG SAID HIGHWAY MARGIN 23032 FEET THENCE SOUTH 18°09'20" EAST ALONG SAID HIGHWAY MARGIN 36.80 FEET TO TI•iE SOUTH LINE OF RAC 32 OF THE RIVERSIDE INTERURBAN TRACTS THENCE TINE O TRACT 189 °1724" WEST 476.97 FEET ALONG THE SOUTH LINE OF TRACTS 31 AND 32 TO THE EASTERLY MARGIN OF EAST MARGINAL WAY AS ESTABLISHED BY WARRANTY DEED FOUND IN KING COUNTY RECORDS, KING COUNTY RECORDER'S NUMBER 7412090465; THENCE NORTH 18 °38'24" WEST 12,65 FEET ALONG SAID EASTERLY MARGIN; THENCE NORTH 12 °54'24" WEST 443.48 FEET ALONG SAID EASTERLY MARGIN; THENCE NORTH 10°0724" WEST 333.78 FEET ALONG SAID EASTERLY MARCIN TO THE SOUTHWEST CORNER OF OPTION AGREEMENT RECORDED UNDER AUDITOR'S FILE NO. 7506090402; THENCE SOUTH 89 °1724" EAST PARALLEL TO THE SOUTH LINE OF TRACTS 31 AND 32 RIVERSIDE INTERURBAN TRACTS, A DISTANCE Cr 774.30 FEET TO THE POINT OF BEGIN - NING. VICINITY MAP i vi1 MAP LOJ AT'I &J MAP WAREHOUSE 1.' BAY /y 0 a) MICROGAAPHI PARKING COMPUTER RO EXPANSION M 9* 12400 E. MARGINAL WAY S. SEAL i LE, WA. 98124 1988 UNIFORM BUILDING CODE 1988 UNIFORM MECHANICAL CODE 1988 UNIFORM PWMBING CODE 1988 UNIFORM FIRE CODE 1987 NATIONAL ELECTRIC CODE EXISTING BUILDING: B-2 NEW EXPANSION: 13-2 EXISTING BUILDING: TYPE 114.1 NEW EXPANSION: TYPE II -N FULLY SPRINKLERED 12,000 SF BASIC PER UBC SEC. 506(8): UNLIMITED AREA FOR GROUP B. OCCUPANCY, FULLY SPRINKLED WITH 60' SEPARATION ON ALL SIDES STORIES EXISTING BUILDING: NEW EXPANSION TOTAL: CITY OF TUKWILA,1889 EDITION M 1, UGHT INDUSTRY 4 STORIES, 45 FEET FRONT: 25 FEET SIDE: NONE REAR: NONE NONE NONE FRONT YARD: 15 FEET SIDE YARD: NONE REAR YARD: NONE 1/400 SF (OR 2.5/1000) 270.937 SF (TOTAL) 1400 = 678 STALLS 682 STALLS PRIMARY STATE HIGHWAY NO. I • • EXISTING R.O.C. 1�- w w 0 ANCILLARY PARKING (SEPARATE PHASE) s 256.054.0 SF 14,976.5 SF OFF. 903.0 SF MrCH 270,937 SF EXISTING NEW WI 4G C7 R.O.C. G' XPANSION F PROJECT DIRECTORY OWNER: SECURITY PACIFIC BANK DESIGN & CONSTRUCTION NORTHWEST 600 UNIVERSITY, P.O. BOX 3966 SEATTLE, WA 98124 TEL: 621 -4275 FAX: 621 -6543 CONTACT: DAVE MCDONALD RAJ MANHAS ARCHITECT: THE CALLISON PARTNERSHIP 1420 FIFTH AVE., SUITE 2400 SEATTLE, WA 98101 TEL: 623 -4646 FAX: 623 -4625 CONTACT: JIM ROTHWELL LEONARD RUFF STRUCTURAL/CIVIL ENGINEER: ANDERSON BJORNSTAD KANE JACOBS, INC. 220 W. HARRISON SEATTLE, WA 98119 TEL: 285 -1185 FAX: 285 -8204 CONTACT: DENNIS BAERWALD NARONG TRONGTHAM M ECHANICAL/ELECTRICAL: WOOD/HARBINGER, INC, 3025 112TH AVE. N.E., SUITE 200 BELLEVUE, WA 98004 TEL: 822 -9499 FAX: 822 -4338 CONTACT: JIM TAYLOR/ELECTRICAL BRUCE PITTS/MECHANICAL ELECTRICAL SUBCONTRACTOR: COCHRAN 12500 AURORA AVE. N. P.O. BOX 33524 SEATTLE, WA 98133 -0524 TEL: 367 -1900 FAX: 364 -1348 CONTACT: GEOFF HALGER rv► (Tr ALLENTOWN AMISH 42nd Ave. Ea GENERAL CONTRACTOR: SOILS ENGINEER: LEASE CRUTCHER LEWIS N06-2 4330 148TH N.E., P.O: BOX 817 REDMOND, WA 98073 TEL: 455 -2480 FAX: 882 -3219 CONTACT: MICHAEL E. REHFELD BILL GUEDEL DAMES & MOORE 2025 FIRST AVE., SUITE 500 SEATTLE, WA 98121 TEL: 728 -0744 FAX: 4484994 CONTACT: JOE LAMONT LANDSCAPE ARCHITECT: HEIER/VAN DE VANTER GROUP, PS 612 BELLEVUE WAY N.E., SUITE 203 BELLEVUE, WA 98004 TEL: 451 -8001 FAX: 454 -3467 CONTACT: RICK HEIER UPS CONSULTANT: ARMSTEAD JONES P.O. BOX 24346 -M /S 7C -33 SEATTLE, WA 98124 TEL: 865- 5337/788 -2884 (H•) FAX: 865 -2961 CONTACT: ARMY JONES MECHANICAL SUBCONTRACTOR: MCKINS T'RY 5005 THIRD AVE. S. P.O. BOX 24567 SEATTLE, WA 98124 TEL: 762 -3311 FAX: 767 -9796 CONTACT: EUGENE H. WILCE, JR. RIVERTON SITE tiOi'Lar l -ilfratie AN APPROVAL REQUIRED SEPARATE PERMIT A D APPROVAL REQUIRED SEPARATE PERMIT AN APPROVAL REQUIRED GENERAL NOTES INDEX OF DRAWINGS 1 DO NOT SCALE 1 HE DRAWINGS, 2 VERIFY FIE!.0 CONDITIONS PRIOR TO COMMENCEMENT OF. EACH 'PORTION OF THE WOO, THE CONTRACT DOCUMENTS ARE COLIPLEMENTAR4 , AND WHAT IS READ BY ONE SAL 3E AS W REQUIRED BY . ALL: TIME CONTRACTOR SHALL COORDINATE TO COMPLETE THE WORK, NOTIFY Tit ARCHITECT FOR RESOLUTION OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. 4, DIMENSIONS ARE TO THE CENTERLINE OF COLUMNS OR TO FINISH OWS UNLESS OTHERWISE NOTED. • 5. DOORS AND CASED OPEMNGS INDICATED ADJACENT TO WALL INTOSECTIOW$ SHALL BE LOCATED WIT$ THE EDGE OF FINISH OPENNG SIX INCHES FROM THE ADJACENT WALL UNLESS OTHERWISE NOTED) ALL OTHER DOORS Ails) CASED OPENINGS SHALL BE CENTERED BETWEEN WALLS UNLESS OTHERWISE .DIMENSIONED. l.AI E.4.APE L -1 , LANDSCAPE ARCHIT PLAN L -2 ' LANDSCAPE IRRIGATION PLAN L. C -1 SITE UTILITIES C -2 BUILDING DRAINAGE PLAN ARCHITECTURAL. A -0.0 GENERAL INFORMATION 1 -1.i SITtPLAra A -2.1 COMPUTER ROOM ADDITION FLOOR PLAN A -2.1A EXITING DIAGRAM' A - 2.2 MECHANICAL ADDITION FLCOR PLAN/ROOF PLAN A -2.3 COMPUTER ROOM ADDITION ROOF PLAN A -3.1 EXTERIOR ELEVATIONS AND SECTIONS ` A -3.2 EXTERIOR ELEVATIONS AND DETAILS - SCREEN. WALL A -4.1 WALL SECTIONS AND DETAILS A-4.2 DETAILS ' A-4.3 DETAILS A -7.1 COMPUTER ROOM ADDITION REFLECTED CEILING PLAN A -8.1 DOOR SCHEDULE AND'OETAILS STRUCTURAL S-0.1 GENERAL NOTES AND DETAILS 8 -2.1 COMPUTER ROOM ADDITION - FOUNDATION PLAN S -2.2 COMPUTER ROOM ADDITION ROOF FRAMING PLAN S -2.3 MECHANICAL ROOM FOUNDATION AND ROOF FRAMING PLANS utFalnNirei M -1 MECHANICAL LEGEND M -2 MECHANICAL EQUIPMENT SCHEDULES AND DETAILS M -3 ANNEX FOUNDATION PLAN M -4 ANNEX UNDER-FLOOR PLAN M -5 NEW WING FLOOR PLAN M -6 ANNEX FLOOR PLAN M -7 CHILLER ROOM PLANS M -8 PIPING DIAGRAMS FP -1 FIRE PROTECTION PLAN ELECTRICAL E -1 ELECTRICAL LEGEND E -2 SITE PLAN E -3 LIGHTING PLAN E -4 POWER AND SIGNAL PLAN E - POWER AND SIGNAL PLAN E -6 ONE LINE DIAGRAM E -7 FIXTURE AND PANEL SCHEDULES UPS-MECHANICAL JM •1 JM -2 JM JM -5 JM -6 JM -7 JM-8 DIESEL STORAGE TANKS AND PIPING FOUNDATION PLAN CRITICAL POWER EQUIPMENT - FLOOR PLAN ROOF PLAN SECTIONS AND DETAILS SECTIONS AND DETAILS PLAN, SECTIONS AND DIAGRAMS PLAN, SCHEDULES AND DIAGRAMS 7 , r7 SEPARATE - PERMIT AND APPROVAL REQUIRED M UPS - ELECTRICAL FILE COp" I understand that the Plan Check ap3rovals are !WW1 to e and omissions and approval a4 ply does not atlthortza the violation of any opted code or ordinance. Receipt of centraC1O 's copy of arved plans acknowledged BY .. .. Date ..... Wain/ permit NO L 2 ;2T1 . .•.'"` .JE -1 GENERATOR AND UPS SINGLE LINE DIAGRAM . JE -2 UPS /GENERATOR CONNECTION PLAN JE -3 SCHEDULES AND RISER DIAGRAM JE -4 EXISTING GROUNDING PLAN JE -4A COMPUTER ROOM GROUNDING PLAN JE -5 GENERATOR AND UPS AREA POWER PLAN JE -6A COMPUTER ROOM POWER PLAN JE -7 GENERATOR AND UPS AREA LIGHTING PLAN JE-8 PANEL SCHEDULES JE -9 NOT USED JE -10 NOT USED JE -1 1 PANEL SCHEDULES LIE -12 PANEL SCHEDULES JE -13 NOT USED JE -14 400 HZ EQUIPMENT PLAN PLAN REVIEW FOR COMPLIANCE WITH THE FOLLOWING ORDINANCES ONLY Ni STRUCTURAL PER UNIFORM BUILDING CODE Q NON- STRUCTURAL PER UNIFORM BUILDING CODE 6 WASHINGTON STATE REGUTATION FOR BARRIER -FREE FACILITIES ❑ WASHINGTON STATE ENERGY CODE SUBJECT TO IVERPRETATIONS OF THE GOVERNING AUTHORITY, ERRORS, OMISSIONS AND INCONSISTENCIES. DATE IN 1 - Zs - DATE OUT Iv- - ►z-cio BY: - Ca L MAHAN & DESAI:VO, INC. CITY OF TUKWILA APPROVED OCT 1 1990 BU D ; -' ISION • - • REGISTERED ARCHITECT r GERALD 1. i.ERROR STA B /JF VASHINCT0=i • ; F Lia ;i ;• • ;a. v t 'wu'.,. 'e 1r�: • j �� r li✓t" '' . � .::4 ., S.`lv,'! .•� y'..' -.. , "�•'' rr ti r, �+! : 't Y.. :.. 1111IIIII1111111Ii111I11I111111111111111Ilfl 111'.' r 1I1JII1 1�1111IJ1` IIC1 `Irtl 1111111l1111111111'1°fi1 1 111111) 1111 i IJI 4 5 6 7 8 MOTH: If the microfilmed document is Is clear than this notice, it is due to the quality of the original document. OE GZ ee Zz IIIIIIIIIIIIIIII'!!ill!!illlli 9Z Sr t'd ZZ IZ Oz 61, iiiitiiIIIII!IliIt i ! III! III Ii! illlllllli!! llsilllllill !IIIIIII�!1lI�IiI!l!lIII( .. :.e. .i.e. ,.u ,._. .- r. Aar X. "ssd J DJ AJf ;:.s 12400 E. Margined Way . fit. Seattle, Washington 98124 Unison Architecture Programing ' Planning Werke Graphics � SW* 2400 Soothe, Waitanton (206) 623 -4646 FAX 206.623 -4625 The Ca en Pageant* ltd.. A Carperotion M COMStLTANTS eu'15 (0 0U, 1'T" i4.. 91 5190 A00.40 4 10.6 '. SETT ® 4Ls ROTHWELLi RUFF" Project Architect • - ._._. Drawn Checked #proved S PACIFIC BANK RIVERTON OPERATIONS CENTER Re;trotion E SQ virtE GEN�RAI ORMAYION 89163 N SW No. COMPUTER CENTER EXPANSION - 950 Stith Aaoriwe Sate 200 Son 1 Dlsgo. Cdtarrda (619) 232-323 FAX 811E - 232 -333T I • •••• • ft slimakomiapoimmeteth • 4 4 I' tl •'i co" N C.04.160 13514 111 0 0.111 COMPUTER ROOM ADDITION FLOOR PLAN ely13 10 1 a" P aki-ofk" e PAS A5 ra TO Tcr•4 1 2.X T FLA De ei • 4;111 are , i ce0.0 jf 1 h ; i; ; • - • <0 - Ex e- NG 00Fkete. -anRa/ 2. 5i. 5 ccr th v. c.? x 4 gs4G ACC,E55 g .-00 • s • „ • 11 P kw 111 1114 1111 MR C 40 . _ . CONG. — =ciyeloem 2 -.E F.. 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GN >MN CUra.e) 3. —ettilvit9s45 CITY OF TUKWILA APPROVED 0C '71923 B1 It D Nu DIVISION 03VMSIITS. Ma CAUSER ILIMEENIse RIVERTON OPERATMS CENTER ccurvals CSITIE 111XPNONCI4 12400 L ij & Sasses, Madvarasa 9014 EINENtaaniNialliniell#119,1152a12811111111 Callison Archrtecture Frosparnmon Ctsnnsitig intlesOf D41.1r . Graphics 100 Fifth AVIW1110 Suits Zatl Smoak Washington 910191 (2E) 423-41014 FAX 2012.4a3-4625 rh• g• Mtg. oww••••■■ s to. A tamorscrio SECURITY PACIFIC BANK gO Sisitt4 Avant* Suitt ?IS Ws Ma" C talel (1/0) 23142113 FAX own:4337 conutsurrs MORMSPISSOMININSIM prefect An:hitart Drawn • XI REVISIONS ENEINEEMEEVEMOUNIMEESISS Paa Data item 2G c5473 suetirr 7 2 ; 7 LOG, — VW*. Ma. #4 comagereftee 2111# ••••■•,■•■•■• ',NW.. A2.1 .4,0.0 11003 fotifidet• Wiiatt APPALS findlaggillERIPMENNEAS ROT HWELLif RUtic weer mg assaa COMPUTER RC:X*4i AI:WM FLOOR PLAN a gear MSISCRORIOMMEndap- • EnsumpaautAmAgy U SOUAg,E_FQOTAGE OCCUPANT LQAQ 1 = ACTOR 9CCUPANT LOAD ' OFFICE EQUIPMENT /STORAGE WAREHOUSE COMMON CONFERENCE COMA'S A. • ti a.rwn CO. • 70,845 14,400 21,000 735 FIRST FLOOR SUBTOTAL 122.325 SECOND FLOOR SUBTOTAL 94,786 TOTAL OCCUPANT LOAD 04 ` • i 711144!�Plt 0 000 W 009 100 300 500 15 708 48 42 881 1.536 2.417 EXITING DIAGRAM FIRST FLOOR /R J. I t 4 r AIR O tG THS {NCH II II( I I I I I J I ( I I I I I I I ( I I I I I I I ( I IIIIII I I I I ^ I I�. ItI�I1 1 1'II il l _ I ; ( I II : , IIII( IIE III(lil(III��IIIIII(IIIf III;I�IIIIII I' III ( iIIIIII(iIIIIII(IIIIIII(iIII ! I 12 it 0€ 6z 8e GZ 9z sZ s7z CZ zZ Ill IIlll lllllllii! 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L MIT'AL. 6t1 r, Cif 0 etti tTTA 9J6f90 ADS). *4 CONSTRUCT/ON \ S T 21 APPROVALS ROTHWELL /RUFF Project Architect Drawn Checked Approved 2658 REGISTERED I ARCHITECT I Registration $SHEET TITLE EXITING DIAGRAM 89163 Project No. ibt SHEET NO. IIINNINEE A2iA 950 Sixth Avenue Suite 200 San Piego, California 921( (619) 232-3233 FAX 619 -2232 -3337 9/5/90 Cats • :." • • • ^ I .• • C.114•••• A. • b. •••••■••11•C• u. wJ -- ov 1 F 1N5‘..L"ri a/MP- 5T Pr-C.1 CL .1 Wei raft/ , vGrzpy w t FoR exacr Roop oszz, 1 "TO e:G COD 65;147 F-X 6 0. 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Seattle, Washington 98124 all II CONSULTANTS SIONSESSININEMSSIMASSIIR S REVISIONS INSISIORMIRSIONSIIIIESSINSIM 1.17 1. sceTIT • , nvik,SulibmrirrAL., 9/5190 ADO. 04 CONSTRUCTION SIT SI APPROVALS ISESSISINESSISSISIONSISAMBS Project Architect Dawn Checked Approved Registration IN SHEET TITLE 1111111KNNUNIENMeratel/22 MECHANICAL ADDITION FLOOR PLAN ROOF PLAN Project No. A 2.2 9/5/90 DO* SI SHEET O. VIERIMMINIIIIIIMINIMOD umummithmusemoksmummlnENINNI 1,7 r t t 4 r 4 • • ameescr. legillawat•Ob- COMPUTeR ROW ADDITION RQOF PLAN vessird • totravo Jo; 17(9.5, /it 1 1: tati. I b " . 6. " • ExiST- 70.6- igthi, L...sa 41. Tag 0 ?ExiisT G 7a !!)(15"" PARA cogo.N ur. FlooF over.a. pt. Gi I t-i6L.I LAT c2r4 ov Era.. 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XI ST m iltftme "mu BUILDING SECTION /e7 10 MATCH MISTING EXTERIOR WAIL COLOR TO MATCH EXISTING EXTERIOR WALL COLOR TO MATCH BENJAMIN munRe #AJ-75 P-2A TO 11J BENJAMIN MORE #AJ-75 P-3 TO MICH BENJAMIN MORE #PR-74 4 FLAT (P-1A _ _ = =- — — - — — ---- I - WEST MECH. ROOM ELEVATION 6,' om.•••••••••••••••••••••■•••••xemousa. re4 CITY OF TUKVwtt..A APPROVED OCTrl IJ FLINT FLAT SEMI-GLOSS BU ID NG V!SCON " . 1 1 ■ 111 1.11.MIN COPYRIGHT et 198 THE Cilkl.LSON RARTNFRSHIP RI REVISIONS No. Date Item (.41.2.co aso 5ubmirrAL 7:Tr 41" 41. . SZt, (V5 e•MiarrAin• 3 ADM #4 CONWOMMEN4 VET W APPROVALS 111161MMEINEMSIMEMBEI ROTHWELL./ROF' Prok4ct Architect ---- Drawn Checked Approved SECURITY PACIFIC BANK RIVERTON OPERATIONS CENTER COMPUTER CENTER EXPANSION 12400 E. Marginal Way 3. Scuttle, Washington 98124 116 9 4 11ENDamfaimisliSEMMIlinglmCB Callison Architecture Programming Planning Interior Design &aphies 1420 Fifth Avenue Suite 2400 Seattle, Washington 98101 (206) 623-4646 FAX 206-623-4625 The C.AtOri Pirtrer01* tat. A Canceaban ri CONSULTANTS 031151EIMIERUNENAIRSEN 89163 EXTERIOR tLEVATIONS & SECTIONS A 3.1 950 Sixth Avenue Suite 200 S.iirr Diego, California 92101 (619) 232 FAx 619-232-3337 a .,.,- 7 L ' -, /, . .. Y , 9/5/00 Nolan ted. • Ni OW NO. IMINEMIMINMPKOMM tounnunosammenwsomemenaussika • ,A • 4 TOCA VI. coo' () §gatN WALL - NORTH ELEVATION La " l> 1 - • CA IMAMS A. • I. 11■00;PIL.111• 0. GRADE SCREEN WALL WEST ELEVATION 1 I- 0" r 0 PAPIAMAA ri we) etiMatt e.:14 ISZILKMQ Mr7• ffir)P• WALL -------- ^ A- - 1 N7 ED GO 5C Ft a ft^. EL: •e• b 2- X 2. g /Tc 1"FeLLle •••1••••,,./1141•• M•sTAL, FtikeitNirar fl.fritstriqcop pparton ftpiknaC) air" Morti.lestVole, r-Agh PRAkittiiikee,/ 1 It t.0 HEAD AT SCREEN PANEL. . < 01 II - CP WAL. 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WAL PLANTER , • 1 0 u.T.s.ic. 1 2 3 4 5 6 8 11 -N 12 , 9 . 10 ,.. .1.0 NOTE: If the microfilmed document is leas clear than this notice, it is due to the quality of the originil document. - 0... i S 0€ 6 8 LZ 9Z GZ VZ CZ ZZ 1Z 0? 61 9 91 GI 4 71 CI Zl 11 OL 6 8 4 9 S C Z v1 " 0 PAINT aim SCEIROULE SYMBOL P-1 P-1A P-2 P-2A P-3 13.5365 VII MVEL CCIDArk 511:DING - VUOWthArlo* 95091hAvemm Sulls200 Suit* 200 UwWLWahimplm SmICIWAGAfomia NMI 92101 (2) 23446 (9)2324233 9-26-90 ?x 242-4S MX 611-232-3117 EXPAIPW&II•MIJOW •MIV■A■MNV•••■••••IM■•■•■AM•IMW.t s.......m.•■■■■•-■■•■••=1.n••■■•••••••••■■••• CaOstx CD/SK-01 A 0.- DESCRIPTEX sIC) MATCH MISTING EXTERIOR WALL COLOR ID MAIM EXISTING EXTERIOR WALL COIDR TO MATCH BENJAMIN MCORE #AJ-75 TO MATCH BENJAMIN MCORE #AJ-i5 TO MATCH BENJAMIN MOORE #PP.-74 • REF: SHEET A3.2 , ,• : , • , , , • 511TEN FLAT SEMI-GLOSS FLAT SEMI-GUISS FLAT CITY OF TUKVviLii APPROVED 105 TOP OF P SCREEN WALL OCT ___ C p I t T A Y N O N ! - G 4111j1j199)61F-1 . 111;;LA /* SECURITY PACIFIC BANK come 110•11111. CORR •••••1; ad.11. Amami AA • Ado 89153 t • f '* 1! \ SECURITY PACIFIC Aim, BANK INGINIMMANSMINessmissompaggazigliC Callison Architecture Progra;nrning Planning Interior Design Graphics 1420 Fifth Avenue Suite 2400 Seatt!c, Washington 98101 (206) 623-4646 FAX 206-623-4625 11-• Cation Fart Ltd A. Corm/mom CONSULTANTS IIMRAEIZEINIMMENS50111111 REVISIONS 11191621/11191611192 No. Date Item 9/5i90 ADD.# 4 CONSTRUCTM SET' III APPROVALS INSIMMIWINEMZEINUMMINEI ROTHWELL/ RUFF Project Architect Drawn Checked Approved RIVERTON OPERATIONS CENTER COMPUTER CENTER EXPANSION 12403 E. Nia.rginel Way S. Seattle, Washington 98124 A3.2 950 Sixth Avenue Suite 200 San Diego, California 92101 (619) 232-3233 FAX 619-232-3337 REGISTERED ARCHITECT WASHINGTON GERALD I. GtRRON STATE Of Registrqtion . E1.990] 1 .;IIT OF -. T.6 1 . ; PLANhIFN( n Id SHEET TITLE EXTERIOR ELEVATIONS & DETAILs SCREEN WALL „ . 89163 Project No. 9/5/90 Date IN SHEET NO. iffilektINIMMINglenanggi • 1 ........... . _ • sc9.cpc FIN. 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PLAN AT BENDS i �'• Mi f �� I o" 0 Ism r . a� FINISHED E:P2AL tagallamasinmsalsgsfan UTILITY iLINE TO bE REMOVED ---- I PTO IX11 DRAI N WATER LINE SAN ITAi Y SEWF R NEW CATCH 5AS i N N .,W MANHOLE. =4 'f E)I,, .TJ NG CATCH SASI N XISTING MANHOLE CLEANOUT THRUST E5LOCK GATE VALVE comoriimostwo ...ow., moo( SECTION AT BDTE la"� PAVED AREAS S,441.- «i +iii +!`i +4. + � y : ... ;� -rTl�' +, w, + Il VOTE 114.1"9'."12.7., r +; j ^ 11110% Mt I��.tri.r•+�wt►�4r �r+l��i?'�i.rr 11 tl .r. l! - 1 • t1 - 1 �1 - 11- it (. NT5 LEGEND. PiPE MATERIALS r.. .,wsra .nv.�r�+� ✓xµ•xw.r,.,. - .....,... _.... ...r. nsy • S CE (EXIST) RIM EL 25.4 WATERLINES 8' DUC'T'ILE i!ceoN, CLASS 52 3N A6TM Bas, 'TYPE K COPPER TUE ING OR PVC .eCHEDUL E 40 ASTM D1783 SANITARY ?4VV E R 8" eD ASTM CIS-, CL3 CONCRETE PIPE OR ASTM C16, CLEF. CONCRETE PIPE OR ASTM ' D5053 ASTM D3034 PVC._ EcT O P.1 '. k.k I2" ASTM C14, CL 3 CONCRETE PIPE O ASTM 676, CL CONCF -ETA PIPE PLAN AT TEES THRUST BLOCKS FOR WATER MAINS raZ. GROUND AREAS FINAL i3ACKFILL (SEE 5PEC5) -ALTERNATE • TRENCH EXCAVAT ION WATER LINE TRENCH te r--- GRANULAR EPC.KFiLL MPTERIAL, PLACE IN Gv UFT 'TO I `-o" ABOVE: PIPE. COMPACT T O ' 5 MAX DEN 5 I TYi . PIPE EEDC) MATERIAL 35 Z ! X, DEN 5ITY Pt PC. NOTE 1. GEARING AREA ARE BASED ON 225 PSI TEST PRESSURE AtJD A SO!L. RESISTANCE OF 2100 PSP. IF WEAK SOIL (LESS -NAN 2000 'SP RESISTANCE) iS ENCOUN'T'ERED THE CONTRACTOR. SHALL iNICREASE THE I ARIN& AREAS yNOWN 74 PREVENT PAovsmENT uN^mg Trisr GR OPERATLNG PRESSURES. CONcRETE FOR THRUST BLOCKS SHALL SE • f'e su 2000 P,,I CAST ALL ThI UST RLQCKING FIRM UNDISTUR S>OILe - Cf5(EXiST) RIM EL 2.8,1 IE via �s hV EXTENSION PIECE AS REQUIRED MANHOLE RIM EL (MATCH EXIST) '', IE 18.0 157' 3" 55 I.GO% TYPE 1. NEW CATCH BASIN (REPLACE RIM EL 24. ± C M EXIST) ATCI-I EXIST) LE 21.9 to CAP WATER LINE MANHOLE RIM (MATCH FIN GRADE) IE 16.65 EXIST CATCH BASIN__ IE 20.7, RIM EL 23.5 3' GATE VALVE tr.. 50X TAP EXIST WATER LINE ---� 53 L F 8 "d 5S 2. CONCRETE ELOCICINI6 SHALL BE CAST IN PLACE AND NAVE A MINIMUM OF I/t4 SOuARE F-0C.M SEARING A ,ANT 11 FITTING CB ( E)CI5T) RIM El 22.8 I E 20.4 C15 (EX15T) CAST IRON VALVE BOX FOR 8 PIPE OR LESS NT5 - CONNECT r / NEW 8" cp WATER / TO EXIST VALVE OF TUKWILA VALVE SOX, 81611 51A1'JDARD OR EQUAL UTILITY PLAN -. 2`. 0`` x CMC _ CiDLL:AR N E1t�IF / 2-*t4 EA WAY e. UNPAVED AREAS • t/-- LENGTH A ' lu IRE D -- NEW CLEANOUT IE 23.1' CONNECT TO RAIN LEAD MANHOLE (EXIST) ��� ;ter yr L : fit. {yx� ;,� .. , L?';y.✓ ✓Y! .'0. -� wC4E' AiST&£: V; 3d4�1�t� .....�9.�'is1A'WIV7N1.7x IIIIIIIIIIIIIIIIIIIII !Iilllijlll (.) Sv Tile INCH 1 2 ALTERNATE TRENCH EXCAVATION EXISTING BUILDING MANHOLE RIM EL (MATCH FIN GRADE) IE 19.O± (FIELD VERIFY) NEW CLEANOUT TE 22.9 ± JOIN TO EXIST CONNECT MAIN LEADED (SEE SHT Mi5) NEW CLEANOu T IE 25.2± IE IG.1 (8" IN) IE 9.5 (t0" ) PROVIDE DROP CONN PER DETAIL 1 NOTE: MH, FRAM . GRATE SHALL - CON FORM TO WeDOT 'TD PLAN 12) 2b SANITARY SEWER MANHOLE, NT•5 PIPE OD MIN, IVPMAX NTS tfl BUILDING ADDITION -- CONC H RUST BLOCK - e (EXIST) RIM EL 26.2. 1E 7,,x.4 Ja r --- "GRAVEL beDDINCq CATCH EASIN( I RIM EL 75.1 IE 23.1 NEW THE P R ARC (CONNECT CATG H TYPE I DITCH 'Valhi (NEW) (MATCH EXIST GRADE) IE 22.7 (G" IN) IE 23.0' (12" IN) TYPE 1E 22.G (12" OUT ) CATCH BASIN ( REPLACE EXIST) RIM EL 25.02, I E 21.7 /T6RAo FINISH E ADJUSTMENT SECTION (LEVELING BRICKS OR GRADS RI IQ ) CAST it PLAC CONE GUTTER CHANNEL- FINAL 5ACKFILL COMPACT IN 9' MAX LIFTS IN UN PAYED AREA, 8" IN PAVED AREAS j r - HAN D COMPACTED ' GRANULAk 5.A( K F I LL - c" MA? LIFTS SPRiNGLINE BEDDING MATEIZI,AL `TR ENCH 13 TTOM PIPE OP MIN, I2 I:Gg WIN TRENCH SEWER PIPE TRENCH SECTION BUILDING JOIN TO EXIST ADDITION ---- _CATCi ISASIN (EX ST) RiM EL 15.S I E 25.5 DRAIN NOT ES : I. C ONTRACTOR TO VERIFY UTILITIES PRIOR TO BEGINNING CONSTRUCTION. 2. CONTRACTOR TO COORDINATE WITH WATER DISTRICT, SEWER DISTRICT, TELEPHONE COMPANY, GAS COMPANY AND ALL OTHER UTILITIES AFFECTED BY CONSTRUCTION FOR FIELD LOCATION OF EXISTING. ALL WORK SHALL CONFORM WITH CITY OF TUKWILA DEVELO STANDARD5. 4. PROVIDE i8" MI N I Ali U M SEPARA.T I ON 'FOR WATe R AND SEWER LINE CR0,S11 1 GS. II4IIIi' III! I1jiIIIIII iIIIIiIIIIIIIIIIIIIIIIIIiIIIIIIIjI !I IIIIiIiIIiIIiIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIII' ' IIIIIIIIIiiIIjIIIjIIIIIIIII !I!IIIiIIIII 3 4 5 6 7 8 9 10 11 M° DreNGERWVlY 12 NOTE: If the microfilmed document is less clear than this notice, it is dive to the quality of the original document. 0€ b i z ee LZ 9? 91. t? Cz Zz ie Oe 6L 9L LL 9l GI 4 71. rL :L IL of, 6 p L 9 S 7 C Z L 0'04 0 Ilia !1!,I, �iil!I II I! I ! , III I I� I � 'I ' '!' 'i IljillI.i li. Ilili, i, IIIII �iIlill�lil {Ii!Il�ilii.I l!I� ,III ,�!! �iil Ii. I,�,il � I�I,,illl�lll� �i�i�li{! �,.11fll� I„Illl�!iil�lllll TYPICAL MANHOLE CLAM P TO MAN H EVERY 10` , TAR CAM TIE CONC PIPE ( NP) CONC FEU R> D IN PLACE 'iO ° E3 NP MANHOLE FOUNDATION CONSTRUCTION CON( ENCASED n ROP CONNECTION NTS INLET OUTLET PiPE .$ . It* - 's* R /a . A FRAME W/GLOATiNG CONCRETE •COLLAR RECAST EXTENSION A� rzecRUi ;ZED INLET/OUTLET .J PIP& NOTE: SECT A -A CATCH e►A3iN, Fizione TE SHALL CONFORM 1b We®OT STD PLAN .. E3 to. 5-.2a RE'PEcrIVELY TYPIC CATCH BASIN NT3 PLAN PLAN CAtiT IRON FRAME 4. COVER PIP AS SPECIE IED NTS • 3/4•4 SQUARES )4 HIGH A iNDICATED • 64 PIPE(MiN) F!B6R JOINT PACKING TYPICAL SEWER CLEANOUT f . EIT' SEC A-A :ONE LENGTH OF PUC T ILE IRON PIM (CL.ASS 5a) TO SOLID F3EAR NO WHEN PAN IS MORE THAN 4' COMPACTED `.SELECT E3ACKFI C- /7 i L. (7 y r _ 1 7 ) ' i"il 7 1 i ~1x11 -t- 7 �v O " iE PER PLAN Pi PE CONTINUES AT SOME LOCATIONS NOTE: ALL PiPE EXCEPT' VUc ILE: IRON P1P SHALL 8E CONCR ET E ENCASED caracRgm COLLAR CATCH 8,451 N -; AUG :, P, 90 ( r(_ 1 l ( s-- DIAMETER SHALL BB t5cizEw IN TYPE IN I.4U • i t KVLA , • / Cam - CITY OF TUKWILA APPROVED E U C T 171390 O AS NOTED BUILDING DIVISION COPYRIGH © %g3 THE CALLUSON PARTIZElrSHIP C.: PACIP1 BANK RIVERTON OPERATIONS CENTER COMPUTER CENTER EXPANSION 12400 E. MiIrginai Way 8. Seattle, Waslling:an 98124 mustannesemantemustmoossaamis Callison Arcl,iterture Programming Planning Interior Design Graphics 1420 Fifth Avenue Suite 2400 Seat te, Washington 98101 (206) 623.46s46 FAX 206- 623.4625 Project Architect LEE Drawn Checked Approved Registration 9S0 Sixth Avenue Suite 200 Sar Diego, California 92101 (C19) 232-3233 FAX 619 -232 -3337 The Calk:, P AneN.p i s A Ce i.v1l. n b9 CONSULTANTS ANIDERSEEN EIJCIRNOTAII2 AIME JA CONSULTING ENGINEERS 220 WEST HARRISON SEATTLE, WA. 9811E3 Celi6] 2E35 1 165 N REVISIONS No. Date Item 46 °. 'tO *4 ITTAL 1!11 APPROVALS 7 44" GROUT TYP EMBED L EX I ST ' P/C WALL FIN FLR L3x3x1/4x0' --8" 2- 4) DIEB @ 6" GAGE CAA:AOC A. g OVPr u']49• TYP P/C WALL ELEVATION NO SCALE IJ2" =1I _4n %4V 6 If t1. 1 t _Ott NOTES: I. SEE ELEVATION FOR SPA 2. SEE DET 2 3 FOR WELDS AND EMBED BAR. J TYP EMBED it wore: I. ees EL PET 1 FGR SPA , GRID TYP P /C WALL TO FTG v 2-o ---2 - #5 x 21-- EACH CORNER I/4 FTG 2, SEA. c .T 3 Fore. T'YP EMCED t . P/C WALL TO EXIST P/C WALL 6W P/C WALL #4 @ 12 EA WAY @ - EXTERIOR FACE OF P/C WALL 3" CONC COVER OVER STL TYP WELD L ® -TYP EMBED ADD #4x2 -0 I- z 3 ADD #4x2 P/C WALL TS 6x6 COL x 12x I' -0" 4 -44 "41 x1 AB v L1 !d • e 1 , a SEE FOUNDATION P'.AN FOOTING SCHEDULE FOR SIZE REINF. 1 i - 3" CLR TYP INTERIOR COL, FTG NO' SCALE 'TYP 2-15x4 -0 DIAG EA CORNER. EXIST FTG ADD #4x2'-0", TYP TYP i4 TYP WELD L L2x2x -6" NOTES: I. SEE ELEVATION FOR SPA TYP P/C WALL TO P/C WALL 1.0 . I I -011 TYP SLAB TO P/C WALL III I t _Ot� ADD #4x2' - P/C WALL TYP EMBED Ft. 3 ° @l8 HARD DRIVE FIT (VERIFY) I INTO EXIST ti CONC 3/ :t -0" I' 3/4" JOINT J 3 4" JOINT I/� BENT ft, -8" 2 -%" 4 DIEB @ 6" GAGE IT MIN SEE FDN PLAN r EXT FACE • / P/C WALL. P/C WALL TO EX P/C WALL I =1 -0" -3-415 TYP NEW CONC FTG TO EXIST FTG NEW CONC FTG BOT ELEV TO MATCH EXIST .- :.%+� ✓.`" �i- 'IG:Ff:S",'t:•r � "t.R."."J1 .F�.ia�XrtS w.� n.r.:.: TYP EMBED L L2x2x x0' -8" 2 -%" tix0' -4" STUDS @ 6" OC 2 -0 1 SIZE 4 SPACE TO MATCH SLAB SOT REINF EXIST P/C WALL �1dTC5� I. Gael =. EL. 0E7" I FOR PA. 2. SCE PET 3 F TYP CM SED F . EXIST 6' P/C PANEL /-- SEE 13/50.1 -- ROUGHEN SURFACE WITH %4" AMPLITUDE AND APPLY BONDING AGENT DRILL EPDXY GROUT #4 @ I P/C WALL--,. NOTES: I. SEE ELEVATION FOR SPA. 2. 5E_E DET 2 Fps', TYP AN&L.E.S. TYP P/C WALL TO P/C WALL AT OUTSIDE CORNER • altIMINGUIN IIe = I• _0'' ADD 2- #4x2' -0" @8 HORIZ ~ r SIDES / ADD 2-#4 VE R T ---- Ok8x I' -O" 4 BOLTS 5 46 , 3 /" : II_OH V.- 9Y2 w/ s bot @. L W I , e V. 4 cR X127 1 IF- 4" NOTE: SEE PLAN FOR CJ LOCATION OR 20'MAX SPA, 2" GRID VARIES SEE PLAN / EXT FACE ADD #4x2' -0 ",TYP I1 TYP TYP WELD L (./ TYP EMBED T. O It -8" 2 -43" 4)x0' -4" STUDS @ 6" OC. L3x3 LEDGER 4 (DA B C 3' -O" OC EMBED, TYP `_ O2 x9x0' -9" 4-44"011x4" STUDS @ 6" OC P/C WALL TYP JOIST TO EXT P!C WALL TYP SLAB CONSTR JOINT NO SCALE STIFF r. ES TOS W GIRDER TS CAI -- ---STL DECK TOS STL JOIST TYP WELD L O - TYP EMBED L 0 P/C WALL NO1 I, SEE ELEVATION FOR SPA. 2, E DET 2 FOR TYP TYP P/C WALL TO P/C WALL AT INSIDE CORNER II,/_tt lt_0" 5TL JOIST A . STL JOIST EXTEND JOIST 2" PAST t WHEN JOIST FRAMES INTO ONE SIDE OF GIRDER ONLY STL DECK L, 5 x 3 x I/4 BTWN JOISTS NOT SN(JWN FOR CLARITY ( 4 ONLY) --' V IZ r -- DEPRESS REINF UNDER CTJ AS READ TO CLEAR STRIP OR SAWCUT. JOINT SECTION A -A NOTE: I. SEE PLAN FOR CTJ LOCATION OR 20'MAX SPA, 2. SEE PLAN FOR "T". EXT FACE ADD #4x2' -0 ",TYP 4" MIIJ BRG LGx(27 x 3 /4 x0' - 8" FACE OF P/C WALL SECTION A -A AT SIM 1 43" WD x T/3 DP PREFORMED STRIP OR SAWCUT. FILL WITH JOINT SEALANT. CUT REINF ACROSS CTJ. 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III III IIIIIIIII111.1 i 1 11 IIIII! III IIII! IIIIIIi!III1 ,. .. .. ..: 'Y .7• GENERAL STRUCTURAL NOTES THE FOLLOWING NOTES APPLY UNLESS INDICATED OTHERWISE: CODE: UNIFORM BUILDING CODE, 1988 EDITION. DESIGN SOIL PRESSURE: 3000 PSF MAX DEAD + LIVE LOAD. CAST FOOTINGS ON FIRM UNDISTURBED SOIL, ;' - 6" MINIMUM BELOW FINISHED GRADE. CAST SLAB ON GRADE OVER VAPOR BARRIER OVER 12" GRAVEL / SAND COMP, CT ED SUBBASE . FOLLOW RECOMMENDATIONS OF GEOTECHIACAL NVI!STIGATION Fof COMPUTER WINCE ANNEX RIVERTON OPERATIONS CENTER , OGT 10 041 -Oleo . DESIGN LIVE LOADS: ROOF = 25 PSF WIND = 80 MPH, EXPOSURE B, qs = 17 PSF, i = 1.15 SEISMIC ZONE 4, I = 1 . 5, V = .28W (AT OWNER'S REQUEST) RE INFORCED CONCRETE: ALL CONCRE L - f'c = 3000 PSI, MAXIMUM W/C = .50, 5 SACKS OF CEMENT MINIMUM PER CUBIC YARD. SUBMIT MIX DESIGN. SEE SPECIFICATIONS FOR ADMIXTURES. SPECIAL INSPECTION REQUIRED. REINFORCING STEEL BARS PER ASTM A6I5, GRADE 60. SUBMIT REINFORCING STEEL SHOP DRAWINGS. DETAIL BARS PER ACI 315 MANUAL OF STANDARD PRACTICE. LAP BARS WITH A CLASS B SPLICE. FIELD BENDING BARS NOT PERMITTED. CONCRETE COVERS FOOTINGS 3". WALLS 1", EXCEPT II/VI WHERE EXPOSED TO WEATHER AND 2" AGAINST EARTH. SLABS ON GRADE lam'. COVER TO BE NOT LESS THAN BAR DIAMETER. FOOTINGS: PROVIDE 2 -. #5 LONGITUDINAL BOTTOM BARS IN WALL FOOTINGS. PRO- VIDE CORNER BARS OF SAME SIZE AND NUMBER AS REQUIRED FOR WALL FOOTING AT CORNERS AND INTERSECTIONS, LAP 40 .H LEG. GROUT: GROUT - 5000 PSI 7 -DAY CUBE STRENGTH PER ASTM CI09. GROUT TO BE PREMIXED, NON - SHRINK "MASTERFLOW" BY MASTER BUILDERS OR "CONCRESIVE" BY ADHESIVE ENGINEERING OR AN APPROVED EQUAL. ICBO CERTIFICATION REQUIRED. USE SPECIFIC GROUT MIX RECOMMEN- DED BY MANUFACTURER FOR EACH GROUT APPLICATION Ai.'[) FOLLOW MANUFACTURER'S INSTRUCTIONS. ANCHOR BOLTS: ANCHOR BOLTS, ASTM A307. SPECIAL INSPECTION REQUIRED. SET ALL ANCHOR BOLTS BY TEMPLATE. DRILL -IN EXPANSION BOLTS: "KWIK--BOLTS" BY HILTI FASTENING SYSTEMS, "PARABOLTS" BY USM CORP, "RED HEAD WEDGE ANCHOR" BY ITT PHILLIPS OR AN APPROVED EQUAL. ICBO CERTIFICATION REQUIRED. SPECIAL INSPECTION RE- QUIRED. PRECAST CONCRETE: f' c = 5000 PSI, MAXIMUM W/C = .45, 6 SACKS OF CEMENT MINIMUM PER CUBIC YARD. SUBMIT MIX DESIGN. SPECIAL INSPECTION REQUIRED. REINFORCING STEEL, DETAILS AND SUBMITTALS AS NOTED FOR REINFORCED CONCRETE. SUBMIT SHOP DRAWINGS SHOWING EMBEDDED ITEMS, BI..00KOUTS, ADDED REINFORCING REQUIRED FOR LIFTING, AND TYPE AND LOCATION OF ALL LIFTING DEVICES. FABRICATION, TRANSPORTATION AND ERECTION PER PCI STANDARDS. STRUCTURAL STEEL: ALL STEEL ASTM A36, Fy = 36 KSI, EXCEPT TUBE COLUMNS TO BE ASTM A500, GRADE B, Fy = 46 KSI. SPECIAL INSPECTION REQUIRED. FAB- RICATION AND ERECTION PER AISC SPECIFICATIONS. SUBMIT SHOP DRAWINGS. MINIMUM SIZE WELDS 4i6 CONTINUOUS FILLET PERFORMED BY WELDERS CERTI- TIFIED PER WABO FOR ROD AND POSITION USING HEAVY COATED ELECTRODES. HIGH- STRENGTH BOLTS PER ASTM A325. TYPICAL BOLTED CONNECTIONS - 3/4" A325 -F FRICTION TYPE. TENSION HIGH - STRENGTH BOLTS BY DIRECT TENSION INDICATOR METHOD USING LOAD INDICATOR WASHERS INSTALLLED PER MANUFACTURER'S INSTRUCTIONS. APPLY ONE COAT OF SHOP PAINT TO ALL STEEL EXCEPT FOR CONTACT SURFACES IN BOLTED PARTS, SURFACES EMBEDDED IN CONCRETE, AREAS TO BE FIELD WELDED OR SURFACES WITH SPRAY -ON FIREPROOFING. STEEL JOISTS: Fy = 50 KSI. STEEL JOISTS AND GIRDERS DESIGNED, MANUFACTURED AND INSTALLED PER STEEL JOIST INSTITUTE SPECIFICATIONS. ICBO CERTIFICA- TION REQUIRED. JOISTS LABELED "SP" AND ALL JOIST GIRDERS REQUIRE SPECIAL DESIGN BY THE MANUFACTURER. PROVIDE CHORD SIZES AS REQUIRED BY DESIGN. ROOF DESIGN DEAD LOAD = 25 PSF MINIMUM. DESIGN FOR SUPPORT OF DEAD AND LIVE LOADS AND MECHANICAL EQUIPMENT, PIPING, PARTITIONS, ETC AS REQUIRED. COORDINATE WEIGHTS, LOCATIONS AND SUPPORT DETAILS. SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS BOTH STAMPED BY A PROFESSIONAL ENGINEER. PROVIDE BRIDGING AND ERECTION BRACING AS PER MANUFACTURER'S INSTRUC- TIONS. PROVIDE STANDARD CAMBER IN ALL JOISTS. STEEL DECKING: STEEL DECKING DESIGNED, MANUFACTURED AND INSTALLED PER STEEL DECK INSTITUTE SPECIFICATIONS. ICBO CERTIFICATION REQUIRED. SUBMIT SHOP QRAWI NGS. ENGINEER TO REVIEW SHOP DRAWINGS CONFIRM TO THE CITY THAT DESIGN 15 LOMPATII3 WITH e > \5G STRUCTURE. ROOF DEC ' 1 x 16 GA t min =0.377 IN PER FOOT, Sm 1. n = 0. 4 1 1 I N 3 PER FOOT, CONT I NUOUS OVER 3 SPANS MINIMUM. DIA- PHRAGM SHEAR CAPACITY - 1600 PLF. ANCHOR TO SUPPORTS TO RESIST A 40 PSF UPLIFT. PROVIDE GALVANIZED FINISH ON ALL DECKING. FASTEN DECK UNITS TO STEEL AT TRANSVERSE, END AND SIDE SUPPORTS WITH 44" DIAMETER SPOT WELDS. FASTEN SIDE LAPS OP ADJACENT UNITS WITH 11" SEAM WELDS. PROVIDE WELDING TO DEVELOP REQUIRED CAPACITIES. PROVIDE ADDITIONAL STEEL REINFORCEMENT AND CLOSURE PIECES AS REQUIRED FOR STRENGTH, CONTINUITY OF DECKING AND SUPPORT OF OTHER WORK. MISCELLANEOUS: REFER TO ARCHITECTURAL DRAWINGS FOR WALL OPENINGS, ARCHITECTURAL TREATMENT AND DIMENSIONS NOT SHOWN. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF DUCT OPENINGS, PIPINGG, CONDUITS, ETC, NOT SHOWN. SUBMIT ALL REQUIRED SHOP DRAWINGS AND RECEIVE THEIR SATISFACTORY REVIEW FROM THE ARCHITECT, PRIOR TO FABRICATION. VERIFY ALL DIMENSIONS AND CONDITIONS AT THE PROJECT SITE PRIOR TO STARTING WORK AND NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPAN- TYP TAPERED CIES. STEEL EEL SHIMS PROVIDE TEMPORARY ERECTION BRACING AND SHOR I NC AS REQUIRED ilf1fROI 1i1ILA AS READ B I L I TY OF THE STRUCTURE DURING ALL PHASES OF CONSTRUCTION. APPROVED PRINTED OCT 1 1 1990 APSICA OCT4 I 19 0 GENERAL PRECAST NOTES I. CONCRETE FCl = 3000 PSI PT TIME OF ERECTION. 2. EMBED ANCHOR BARS - ASTM A706. 3. BENDS IN ANCHOR BARS TO START II' MIN AWAY FROM WELD. 4. PROVIDE MIN 2 AIR HOLES IN EMBEDDED ITEMS. 5. PROVIDE LIFTING INSERTS, ADDED REINF AS READ FOR ERECTION. 6. LOCATE LIFTING INSERTS ON INT FACE OF WALLS. 7. PROVIDE TEMPORARY SHORES UNTIL ALL PERMANENT CONN ARE COMPLETED ON WALLS REQUIRING SUPPORT. 8. COAT ALL POCKETS, BLOCKOUTS AND INSERT HOLES WITH EPDXY BONDING AGENT AND GROUT FULL. 9. SEE ARCH DWGS FOR SEALANT AND CAULKING. 10. PROVIDE 4" CHAMFER AT ALL EXT EDGES OF WALLS AND AS NOTED ON ARCH DWGS. II. CONFIRM AND COORDINATE WITH MECH AND ELECT SUB - CONTRACTORS FOR OPNG LOCATIONS IN WALLS. 12. SAWCUTT I NG WALL NOT PERMITTED. B IL ' NG DIVISION - COPYRIGHT cQ 199 THE CALLISON PA.RTNERSHIP ••::,yG+ ..: «,.... ,.;..+......,..c.'.....'..f.. � .. ".;., �:.: • ,i - 1E URITY w• PACIFIC mad BANK EMIEINEIREUEIRINEUEIMEEENEIMINENSEIE Callison Architecture Programming Planning Interior Design Graphics RIVERTON OPERATIONS CENTER COMPUTER CENTER EXPANSION 12400 E. Marginal Way S. Seattle), Washington 98124 1420 Fifth Avenue Suite 2400 Seattle, Washington 98101 (206) 623 -4646 FAX 206- 623 -4625 950 Sixth Avenue Suite 200 San Diego, California 92101 (619) 232 -3233 FAX 619-232-3337 The Ct4ton Ps menAP Ltd A Co.pcY . n liCONSWANTSWOMOMMORROMMINOMMEM ANDERE3EN EIJCIFINSTAD KANE JACC71113a INC. CONSULTING ENGINEERS 220 WEST HARRISON SEATTLE, WA. 98119 (206) 285-1165 Y REVISIONSIMEMMEXIMUISSEMIZSUNISSE No. Date Item 9?5190 ADD. #4 CONSTRUCTION SET ® APPROVALSEEMIEUNNUNIUMINIMEMISS Project Architect Drawn Checked Approved Registration GI SHEET TITLE iralMINEENINUMUUMNIMUI GENERAL NOTES DETAILS PREBREMED uu OCT 11 MU kilAHAN & DESALVO, Project No. SHEET NO. 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PENTRATIONS PRINTED OCT 1 1 1990 A BUJ - C L_ -- -- Cr0 un N CITY OF TUKWILA APPROVED OCT 1`330 BU DING DI SION COPYRIGHT .c 199 THE CALLISON PARTNERSHIP SECURITY M., PACIFIC ro.ol BANK RIVERTON OPERATIONS CENTER COMPUTER CENTER EX PANSION 12400 E. Marginal Way S. Seattle, Washington 98124 isionamitimmasommensummisms Callison Architecture Programming Planning Interior Design 3raphics 1420 Fifth Avenue Suite 2400 Seattle, Washington 98101 (206) 623-4646 FAX 205- 623 -4625 T� l,^iso1� Prlr.e's7+.p s sd b Co. p,xonon 950 Sixth Avenue Suite 200 San Diego, California 92101 (619) 232-3233 FAX 619-232-3337 a CONSULTANTS IONEWaitamigniennamal ANDERSEN EIJORNSTAD KANE JACOBS, INC. CONSULTING ENGINEERS 220 WEST HARRISON SEATTLE, WA. 96119 C206) 285 — 1 165 li REVISIONS No. Date Item Co 2Cc 5UP2r`'1 i TTA L 15 17o 9/5/90 ADD. 04 CONSTRUCTION SET ill APPROVALS Project Architect Drawn Checked Approved Registration SHEET TITLE COMPUTER ROOM ADDITION FOUNDATION PLAN Project No. Date a SHEET NO- S2.1 EINIMINNEMILIOMMEEMBVINIEWAMISSMIll FOOTING SCHEDULE MARK SIZE REINFORCING REMARKS �A 3' -0" SQ x I' -0" DP 4 - #4 EA WAY OCT (ij) 3' -6" SQ x I -0" DP 4 - #4 EA WAY BOT 4'-0" SO x l'-0" DP 5 - #4 EA WAY BOT 5' -O" SQ x 1' -0" DP 5 - #5 EA WAY BOT CD 5'-6" SQ x I DP 6 - #5 EA WAY BOT 1 , - .., , 4: x I iJ DP 2- ,,,.AV r �-r+`) i , CASCADE A. • N. .V••wtt CO \t ■ ti Dp 1iT �aJ� 40' - 0" "/4') 5 Cl J t' 1 �_� eo s Q 40' -0" 1 1 x1' -0" DP FTG 2 ' _ - r 1 �— I I _,3 40' -0" 'COL — EXIST P/C '. \'ALL_ — I 5" CONC SLAB OVER VAPOR BARRIER ON COMPACTED SUB -BASE OF 12" GRAVEL /SAND #3 @ 18 EA WAY BOT FIN FLR EL 25.1' 1,&'!= 1 I_011 ) - �� o ly , ` J 2. 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PENTRATIONS PRINTED OCT 1 1 1990 A BUJ - C L_ -- -- Cr0 un N CITY OF TUKWILA APPROVED OCT 1`330 BU DING DI SION COPYRIGHT .c 199 THE CALLISON PARTNERSHIP SECURITY M., PACIFIC ro.ol BANK RIVERTON OPERATIONS CENTER COMPUTER CENTER EX PANSION 12400 E. Marginal Way S. Seattle, Washington 98124 isionamitimmasommensummisms Callison Architecture Programming Planning Interior Design 3raphics 1420 Fifth Avenue Suite 2400 Seattle, Washington 98101 (206) 623-4646 FAX 205- 623 -4625 T� l,^iso1� Prlr.e's7+.p s sd b Co. p,xonon 950 Sixth Avenue Suite 200 San Diego, California 92101 (619) 232-3233 FAX 619-232-3337 a CONSULTANTS IONEWaitamigniennamal ANDERSEN EIJORNSTAD KANE JACOBS, INC. CONSULTING ENGINEERS 220 WEST HARRISON SEATTLE, WA. 96119 C206) 285 — 1 165 li REVISIONS No. Date Item Co 2Cc 5UP2r`'1 i TTA L 15 17o 9/5/90 ADD. 04 CONSTRUCTION SET ill APPROVALS Project Architect Drawn Checked Approved Registration SHEET TITLE COMPUTER ROOM ADDITION FOUNDATION PLAN Project No. Date a SHEET NO- S2.1 EINIMINNEMILIOMMEEMBVINIEWAMISSMIll c.aewnf w. a. 1..eusPirars co. 40' -0" 40' -0" 45' -0" 28LH05 261.1-105 !S L1.402 28LH0G 18LH02 28LH05 do 28LH05 2_8LHO5 9 28LH05 - L1 1 /2x1 1 /2 JOIST @ 8' - 28LH05 5 4. • • eJcz 0 28LH0G do do C Q w02 0 Lf) LO X ( I e LO 0 • 21. OL i - - EX 1 ST P /C. WALL — EXIST P/C WALL COMPUTER R — ROOF FRAMING, PLAN Y6 " =1 -0 NOTES: i. SEE ARCHITECTURAL DWG FOR 'TOP OF STEEL ELEVATIONS 4 4 r ROOF SLOPES. 4 COORDINATE WITH ARCH 4 MECH FOR LOCATION OF OPENINGS TO BE PROVIDED IN EXISTING P/C WALL. 3, BEAM CAMBER NOTED THUS W 24 x 64 EXIST COMPUTER WING +N 25' - 0" 0 16 THE INCH . .•. i - .�... 4 i •.: w �:. i �' 1 °:: "..': ° �i. 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CONSULTING ENGINEERS 220, WEST HARRISON SEATTLE, WA. 908119 ( 2063 2E35 -- 1' 65 950 Sixth Avenue Suite 200 San Diego, California 92101 (619) 232 -3233 . FAX 619 - 232 -3337 The Caisun Dutntrsh* ltd. A Corp.v.ton • CONSULTANTS ® REVISIONS No. Date Item G 3S°/ x,15± - !` TAL s i �•�� 1c310 94181190 ADD.#4 CONSTRUCrea SET ® APPROVALS Project Architect Drawn Checked Approved Registration S SHEET TITI-E COMPUTER ROOM ADDITION ROOF FRAMING PLAN Project No. Date IP SHEET NO. 111036131111111=11118111111MMIN ( u2.2 i .d0%'�l'+ 1fP.. �iGii�t� :���1'l.�I.^Jt� ✓�- ,.uR... r.•:-rv...+�f..v�..n.. -.. ....• ..n a..r .. .:1 lrM+ lb.iK:- ':`'Mt. J� iEGHANICAL ROOM ADDITIQN — ROOF FRAMING PLAN (NJl CV 2 w I l n z 0 1— a z l 11 z 0 CC 0 LL mat z ; - :• WIOx15 OE L. 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Seattle, Washington 38124 imatensamensmaaaimmasassmomm Callisan Architecture Programming Planning Interior Design Graphics 1420 Fifth Avenue Suite 2400 Seattle, Washington 98101 (206) 623 -4646 FAX 206- 623 -4625 No. Date Item 950 Sixth Avenue Suite 200 San Diego, California 92101 (619) 232 -3233 FAX 619- 232 -3337 The Canon Pxtner:hup ltd. A :apaat.on ® CONSULTANTS ANDERSEN EleJC3FINSTACJ KANE JACDaa INC • CON LILTING ENGINEERS 22O WEST HARRISON SEATTLE. WA. 98119 C2083 2E35 -- 1185 El REVISIONS Ga•2Cv ss70 SL4 IITAL. _ fTTA . W5/90 j eON&'TIRUCT!!0N 39ET IV APPROVALS IBINSIMISIBMW Project Architect Drawn Checked Approved Registration n SHEET TITLE IMINIMENIIEMIENNIMINNAI MECHANICAL ROOM FOUNDATION & ROOF FRAMING PLANS •_ Project No. II SHEET NO. 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F I LTE . ., .MAX FV - :C . FPM : LB/H R . •500 • 17.4 , . . HUMIDIFIER •••■•ooloonnumworammuseroomemou. . . .ELECTRICAL ..KW ' 6:8i . . , , OPTIONAL INFRARED KW 6 4 . '. • . •' OPERAT — WEIGHT LB. 1300 • . . . . . REMARKS MI1111.111/111111/140~ M LIEBERT FH-302C, OFCI TYPE . NOMINAL ' TONS 7 'A TF TYPE AIRFLOW CFM 9300 TOTAL 148 SENSI5:E . . . 148 . B , 72 DB 72 WB 60 , CHILLED WATER .. . 18. CHILLED NELDW WATER EL ECTR I CAL ROOM 18 4J 24X24 SO 1300 CFM 20X20 FOR WORK IN THIS AREA. REFER TO SHEET M-7 ".{ • • ' ' 4"UP TO RD 1 • a CD-3 520 0116- 1/2"CW, 0.1■4 3"UP TORO 10X6 1 • OX6 1 OX6 miloolow.imiromorhoormarroadmiletlot NOTE: SEE ELECTRICAL DRAWINGS FOR VOLTAGE PHASE CONNECTIONS. 24X12 (TYP) '2"V,DN' AND UP TO VTR 10X6 • in as arsronews COMPUTER ROOM rig,T1 1 0X6 4"UP TO RD. al IN nkinnannnOnniOnsmso EX I ST ! 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FILTRATION SYSTEM — CO 4PRESS ! ON TANK "LOCATE ±DF C ° TEMPORARY CONTROL AIR COMPRESSOR DURING VAIN COMPRESSOR RELOCATION —c* P4ESSJRE REDUCING AND BACKFLOW PREVENTER STATION - 1- 1 /2°'CW,UP AND DN - 3 "SCHS,UP AND DN 3 "SCHR,UP AND ON 4 "STANDPIPE DRAIN AND FUNNEL AT 30 "AFF RECEIVED art Of TUr.WILA SEP 6 1990 • PERMIT CEN1ER SCHEDULE FOR SEISMIC BRACING RIGIDLY SUPPORTED PIPES PIPE SIZE HANGER TYPE BOLTS TO ANGLE (2) VERTICAL ANGLE (CHANNEL) DIAGONAL ANGLE LONGITUDINAL ANGLE TOP CONN OF DIAG'L AND LONG' L L'S ROD SIZE ' MAX LENGTH FOR RODS 2/2> CLEVIS TYPE 3 /8" 2X2X16 GA 2X2X16 GA 2%2X2 GA TYPE I 1/2" 25" all II 1000 3 43" 2X2X16 GA 2X2X16 GA 2 GA TYPE II 1 /2" 25" 1 -3/8 31/2X21/2 X516 X0' - LL H 3 / 2X2X16 GA 2X2X16 GA 2 GA TYPE II 1 /2" 25" 2 2X2X16 GA 2X2X16 GA 2 GA TYPE II 5 /8" 31" 5 1/2° C8X 1 1 +, 5 1/2" 2X2X16 GA 2X2X16 GA 2%2X 2 GA • TYPE II 5/8" 31" 6 CLEV I S TYPE 5/8. 2 2 GA 2 GA 2 2 GA TYPE I V 3 /4" 37" 4000 -- ---- (2) 5 /8" C9X 15.3 2-5-3)(1/2)(0 -4" 7 /8" (3) . SCHEDULE FOR TYPICAL CONNECTiONS TO STRUCTURAL SUPPORTING MEMBERS TYPE MAX LOAD CAPACITY POUNDS EXPANSION ANCHORS TO CONCRETE CONS CPLA INSERT BOLT OF ST'L BM CLAMP SPREADER SIZE 6A 1 -1/8 ANGLE TO SUPPORTING STRUCTURAL MEMBER 3X2X -3 "LLH ROD SIZE FOR PIPES 1 /2" LT WT HARD ROCK ! 500 3/8" 3/8" 3 /8" 3 /E" C8X11. 5 II 1000 1 /2" 3/8° 1/2" 3/8" 1 -3/8 31/2X21/2 X516 X0' - LL H 1 /2" III 1500 5/8„ 1 /24 1 /2 " 1 /2" 1--3/8 31/2 -4 "LLH 5/8" I V 2000 3/4" 1/2" 5 /8" 1/2° C8X 1 1 +, 5 1 -3/4 5X3X -4 "LLH 3 /4" V 3000 -- (2) (2)1/2" 5/8. C9X 13.4 2- 31/2X2 X /16X0' -4" N. (2) V I 4000 -- ---- (2) 5 /8" C9X 15.3 2-5-3)(1/2)(0 -4" 7 /8" (3) NNECTI ON TO STEEL BEAMS • FOR P I P E S I Z E : SEE SCHEDULE SHEET 8 --- ---�'� TYPICAL SEISMIC BRACING OF .RIGIDLY SUPPORTED PIPES STEEL BEAM,. STRUCTURAL MEMBER STEEL BEAM:CLAMP USED FOR VERTICAL ANGLE ONLY CLAMP BOLT SEE _SCHEDULE TYPE :I O pg TYPE II, I II TYPE IV - (;ONN TO .STRUCT L SUPPORTING. MEMBER. SEE TYPICAL CONNECTION DETAILS "'O SUPPORTING STRUCTURAL MEMBERS •` ' ADD VET I CAL ANGLE �r WHEN m l.." .GREATER THAN MAX LENGTH PER SCHEDULE X ROD.PER SCHEDULE LONGITUDINAL DIAGONAL ANGLE AS REQUIRED. (SHOWN DOTTED) FOR SIZE SEE SHCEDULE (SLOPE 1 TO 1) ADD PIPE SLEEVE THAT HAS AN I D,1/4" ± LARGER THAN OD OF BOLT WHEN THERMAL INSULATED PIPING IS USED DO NOT CONNECT BRACING OR HANGER DIRECTLY TO PIPE Q NERAL NOTES FOR SEISMIC BRACING OF PIPES 1. SEE SCHEDULE FOR SIESMIC BRACING RIGIDLY SUPPORTED PIPES. 2. PROVIDE SEISMIC BRACING FOR ALL PIPES EXCEPT WHERE NOTED OTHERWISE. 3. PROVIDE SEISMIC BRACING FOR FIRE PROTECTION PIPES IN ACCORDANCE WITH NFPA NO.13 AND NOT AS NOTED/ DETAILED HEREIN. 4. NO SEISMIC BRACING IS REQUIRED, IF THE TOP OF PIPE IS SUSPENDED 12" OR LESS FROM THE SUPPORTING STRUCTURAL MEMBER. 5. NO SEISMIC BRACING IS REQUIRED FOR OTHER PIPING • IN MECHANICAL EQUIPMENT ROOM SMALLER THAN 1-- 1 /4.INCH DIA.. 6. NO SEISMIC BRACING IS REQUIRED FOR OTHER PIPING SMALLER THAN 2-1/2" 1 . D. 7, DETAILS SHOWN PROVIDE A.LATERAL BRACING SYSTE.M. A TYPICAL VERTICAL SUPPORT SYSTEM MUST ALSO BE USED HOWEVER, WHERE BRACE OCCURS, THE VERTICAL ANGLE SHOWN MAY REPLACE A TYPICAL VERTICAL SUPPORT. 8. TRANSVERSE BRACING FOR RIGIDLY SUPPORTED PIPING Al ' 4Q_ 0° O. C. 9. LONGITUDINAL BRACING FOR RIGIDLY SUPPORTED PIPING AT 80' -O ". MAX. .10. ‘TRANSVERSE BRACING FOR ONE PIPE SECTION MAY ALSO ACT AS LONGITUDINAL BRACING FOR THE,PIPE SECTION CONNECTED PERPENDICULAR TO IT, IF ThE BRACING IS INSTALLED WITHIN 24' OF THE. ELBOW OR TEE AND SIMILAR SIZE. 1 1. DO NOT 'USE BRANCH LINES TO BRACE MAIN LINES. PROVIDED FLEXIBILITY IN JOINTS WHERE PIPES PASS THROUGH BUILDING SEISMIC OR EXPANSION JOINTS OR WHERE WHERE RIGIDLY SUPPORTED PIPES CONNECT TO EQUIPMENT WITH VIBRATION ISOLATORS. 12' AT VERTICAL PIPE RISERS, WHEREVER POSSIBLE, SUPPORT THE WEIGHT OF. THE RISER AT A POINT OR POINTS ABOVE THE CENTER OF GRAVITY OF THE RISER., PROVIDE LATERAL GUIDES AT THE TOP AND BOTTOM OF THE RISER AND AT INTERMEDIATE POINTS NOT TO EXCEED 30 ON CENTER. 13. PROVIDE LARGE ENOUGH PIPE SLEEVES THROUGH WALLS OR FLOORS TO ALLOW FOR ANTICIPATED DIFFERENTIAL,:MOVEMENTS. IMILAR PARTS OF ' 14. DO NOT FASTEN NGTHA� RIGID RESPOtvD P I P I N G N • A W fuIODE S DURING AN EARTHQUAKE, FOR EXAMPLE. 15, BRACING DETAILS SCHEDULE AND NOTES ARE TO BE USED WITH THE FOLLOWING TYPES OF PIPE : STEEL P I P E SCHEDULE 40 AND 80, COPPER PIPE TYPE K.L.M, (ONLY SILVER SOLDERED BRAZED JOINTS TO BE USED WITH COPPER PIPE). ANGLE (LLH). SEE SCHEDULE FOR SIZE. BEND VERT LEG AS REQ' D FOR DI AG BRACE. L4X371/2X5/16X0' -5-1/2" TYP EACH END (2) 3/8" MACHINE BOLTS EA LEG (OR EQUIVALENT WELDED CONN) w VERTICAL AND _ 1 AGONAL L'S FOR SIZE AND ,BOLTING SEE 'APPLICABLE SCHEDULE ►P. HI LL I PS,REDHEAD (OR EQUAL) SEE SCHEDULE ',.r STRUCTURAL CONCRETE (LT WT OR ' HARDROCK) b I AG OR LONG I T' L r ANGLE. SEE APPLICABLE SCHEDULE 0 12' -O" MAXIMUM 'CONNECTIONS TO STEEL LONGITUDINAL ANGLE BOTH' SIDES, SIZE AS REQUIRED FOR LOADS --- CONNECTIONS TO SPREADERS WITH VERTICAL DIAGONAL AND LONGITUDINAL L'S Nnl'ES. 1. SEE SCHEDULE FOR TYPICAL CONN TO STRUCTURAL SUPPORTING MEMBERS. 2. PLACE STANDARD CUT WASHERS BETWEEN SHEET METAL L'S AND NUT. GENERAL 1. CONTRACTOR MAY PROVIDE ALTERNATIVE SEISMIC PIPE AND DUCTWORK BRACING DETAILS (SUCH AS AIRCRAFT CABLE OR STRUT CHANNEL) WHICH ARE INCLUDED IN "GUIDELINES FOR SEISMIC RESTRAINTS OF MECHANICAL SYSTEMS AND PLUMBING PIPING SYSTEMS" PUBLISHED BY THE SHEET METAL INDUSTRY FUND OF LOS ANGELES, CALIFORNIA. SCALE :•NONE TYPICAL SEISMIC BRACING OF DUCTS AND PIPES SPREADER CHANNEL I SEE SCHEDULE LONGITUDINAL L AS REQUIRED (SHOWN DOTTED SEE APPLICABLE SCHEDULE FOR S I Z E STRUCTURAL. CONCRETE FILL ON STEEL•DECKING ' MIN HORIZONTAL LEG'OF L PARALLEL TO DECKING 'RIBS 7 TYPICAL CONNECTION D TAILS T SCALE: NONE (NOTES: (1) SEE SCHEDULE FOR TYPICAL. CONNECTIONS TO STRUCTURAL SUPPORT MEMBERS. TYPICAL RIGID TRAPEZE PIPE SUPPORT DETAIL CONN `TO . STP.UCT' L SUPPORTING MEMBER: SEE . TYP I CAL I ON DETAILS TO SUPPORTING' STRUCTURAL. MEMBER -DIAGONAL ANGLE BOTH SIDES, SIZE AS REQUIRED FOR LOADS - NOTES: 1.. FOR SLABS THAN 5 "THICK ONLY, THIN SLAB INSERTS MAY BE USED 2; FOR USE WITH CONC CAST -IN PLACE INSERTS OR.EXPANSION BOLTS IN HARDROCK ONLY. 3. FOR USE WITH CONC CAST -IN PLACE INSERTS ONLY. 4. FOR THIS FACILITY CONC ANCHOR BOI. ,•S Of THE " RED HEAD" EXPANSION TYPE_ARE LOADED IN PULLOUT, 50 PER CENT OF THE BOLTS (ALTERNATE BOLTS IN ANY GROUP ARRANGEMENT) SHALL BE PROOF TESTED TO TWICE THE ALLOWABLE LOAD. IF THERE ARE FAILURES, THE IMMEDIATELY ADJACENT BOLTS MUST THEN ALSO BE TESTED. STRUC URAL MEm(3 RS STRUCTURAL. 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D 1 N ACCORDANCE WI TH NEPA NO. 13 AND THE CON FRAC T SPE C ! V I CAT I OtNI. 2, EX TEEND THE EXISTING HALON 1301 FIRE PROTECTION SYSTEM TO PROTECT THE AREA BELOW ACCESS FLOORING IN SECURED TANDEM ROOM 182 (AS ZONE 1) AND THE COMPUTER R ROOM 183 AND ELEC TR I CAL ROOM 184 (AS ZONE 2) THE SYSTEM W I L L BE DES I GNED AND t NST AL LED I N ACCORDANCE W I T H NFPA NO. 12A AND THE CONTRACT SPEC I CAT IONS. GRAPHIC SCALE: 0 2 4' RECEIVED MY Op •oKwILA. S EP • 6 1990 PERMIT CENTER • (Y) Y. 3 w • 4 I z w cE -; LL UNINNONNII MAW I NG NO. • A 0, .• • ••;• • • . , „ , . . • • . . • • , r • • ., •• 1 • F; 9w wUSt a..4:•11. :IVDL .ATE l C S I T I N D. .REG Q 1 `� TT o c�j I w �:T' `R. I 1 S E E ND .� A E S EC TIO E: N -SI• .ET ° N U MBER SECT I( N I S DRAWN 4 SH EET ` rNUMI3ER WHERE SECT 'ION'IS TAKE . - SHEET NUMBER HERE DETAI IS DRAWN SHE E_ T . `NUMBER WHERE DE`TA I L I S TA FI 1 URE • TYPE. • - 'SEE SCHEDULE ECE FLUORESCENT F,I XTUR r ,, rE CONNECTED : Rc CESSED FL vORESC�NT E I XTURE .CON EC ED TO EMERGENCY CIRCUIT SURF ACE MOUNTED .FLUOR ; CONNECTED TO EMERGENCY; 'C`I,RCU I T H 1 GH PRESSURE . SOD I UM POLE MOUNTED r_ I GHT I NG FIXTURE E I . R I HT F Y UR BOLA D L G E S `� IGN T 1 F ODL N MOUNTED HIGH PRE_SURE..SO� UM L0 GROUND N: + �_ MOUNTED EX1, .SIG ( 7 6 A. ..F. ) ,NAL CE IL!NG MOUNTED EXIT ,SIGN -r` I . T Y:' T NT "R B , ER EMERGENCY F f XTURE 4V + H EG AL A S I G L E POLE SWI TCH, PRE FIX I ND I CAT ES S NO. OF SW SWITCHES 'SUBSCRIPT ' INDICATES SW TOHLEG (TYPICAL) ( +48 A.F .F . ) THREE - -WA SW I TCH C +4$ 'A : F . 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F ) IN RACEWAY CONCEALED '4 ALL . ..; EXPOSED I N UNF INISHED D AREAS OR ,CE �'L � NG, E OSED r F R - 'R ACEWAY �,ON.,EAL ED ' "(N OR "'BEL'OW LOO " RACEWAY SURFACE MOUNTED. BELOW R AISED ,. FLOOR FL EXIBLE CONDIJI BRANCH .C; I RCU I 1 WIRING G SHO WING CIRCUIT HOME UN TO , PANEL L BOARD% '(HASH MARKS . SHOW NO. OF 1 R -S H `N MORE T!.`IAN T`WO`'RE'OIJ I : RED. ') . "W E~� " "W E - o.. URN I ` RACEWAY 1 � F P • RACEWAY •1 U I NG (.)OWN MAN UAL F nYdr:+ � O �^ F TE E Ai. `ARM ` AFIN /` „ Of')RL ( + • .:: b'` A. I' T is!_FPw "rC)rJE.. )U"rL:I•, OR 'IIJAt I MOUNT f= f) , F't IC) if I. E r IN,CI'_RC(1M ``I rI ( .. I II , i1.11111r Ef , h I' I ;'. I�I;.FtI,'►�1'� lflfit I i+i ,' I. : `I�I� III' I III Ill II I 4 5 6 OTh: If the microfilmed document is 1esa !� clear than this notice, it is due to the quality of the original docuaent. 0£ 6e 8c Lz 9z se ea zz le = OE 61 ' 91 : u .I i i { I :fl ! + � I ! 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Y:' i"rf,'1.A.:S±.��L2",.�'a'tM" ✓. .Fr;..:. :, i T:�:`?:;5 :'a' FEEDER S(31-11E: [JUL E: FEEDER NO CO_ NDU I TS CONDUCTORS PER CONDUIT NO SIZE PHASES NEUTRAL GROUND MDSB -1 LOAD INCREASE ' 4 3-1/2" 3-5Q0 MCM 1 - 350 MCM 1 -4/0 (2) 1 3 -1/2" 3 -500 MCM 1-350 MCM 1--43 Q '1 2-1/2" - 3 -350 MCM NONE 1 - - #4 1 2-1/2" 3--4/0 1 -2/0 1 - 44 ' c 1 11/2" ,3 - #3 1-#3 1 - #8 1 1" 3 -46 NONE 1 -410 1 5 1 6 -350 MCM' NONE 1 - 44 LOAD SUMMARY . DESCRIPTION CONNECTED LOAD (KVA) DEMAND FACTOR % DEMAND LOAD (KVA) EXISTING LOAD ON SWITCHGEAR PER NEC 220 -35 -- - 1143 MDSB -1 LOAD INCREASE 115 90% 104 MDSE -2 287 90% 260 NOTE: SEE JE SERIES DRAWINGS . TOTAL. LOAD: 1509 KVA FOR LOAD ON MCC --UO CURRENT: 1813 AMPS AND UPS SWITCHGEAR. BUS RATING: 4000 AMPS `0 F .,..._+..— 4 1 00 ' MDSE -2 CHILLER #3 400 51 VW Uo 120/ 240, 10 MCC -UO MCC -1 CHILLER #2 AVAILABLE FAULT CURRENT AT BUS= 61,000A PP -5 120/ 208V 30,4W 1004. OLD, WING - 40 200 200 - T -400 - "`� - 125 0 -UTII. ITY VAULT --a- SEATTLE CITY LIGHT 12.47 KV 5.9 %Z 1500 KVA 1500 5.90 KVA II T-33 T-31 T -32 T-34 W AAA \M/ vvv vYv \ f , %\✓ PP3 1 UTILITY INPUT . 1' -�� .T ••• CHILLER #1 PP2 DP -1 PP4• ca 0 L LP1 UPS BY -PASS DISTRIBUTIN SECTION GENERATOR SECTION SECTION 4000A I, o 44• 0 N ° I W INPUT r" r 10N I o Y L r F ElN 0 0 0 In SERVICE /GENERATOR SWITCHGEAR 480Y/2.77V 30 4W SCALE:NONE UPS INPUT CONTROL SECTION 7 SECTION — — 1 uri 1 SWITCHGEAR } c co L_ 0 I W ONE LINE DIAGRAM 0 0 to 4000A I --I -I o° ° I o Lo •p st 1 0 u) N CPP1 Z C' ) co Y CPP 1A CRITICAL LOAD SECTION -- I R-J- c\ c:T :T T -1 T 72 T-3 /\/\/\ /'W\ vw tiro/ 555 75 75 75 KVA KVA KVA 1 CPP2 11 11 o I!Itr 111 s11 11 16 11 11 11 1 ®M 0 rn 11 !11 t!1 $61116' 11 DRA t NO Na r CPP ICPP7 2A CPPB' CPP3 LI -7 v 300 KVA T -11 T - - ?2 T -13 T -6 T-8 / N\ M/\ AAA MA \CO/ V` 75 KVA CPP11 L CDP -3 t'.PP12 CPP9 5- L L IIIIIi1II111IIIIIIl1IIIIIIII IIIINIIIIIII} ippI,III'1II'I.Iti11a1I1 fl I IjI I1I t : IIIIJIii1IIiJiIIJII rmil`iwiIiIi II 0 us ma INCH 1 2 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. oe bZ 84 13 9Z fiZ VZ CZ Z:Z tZ OZ 6 et a 9L SI VI 6t et . tt 01 6 8 + • IIII 111 11IIIIIIIIIIII11IIIIII !IIII!I1111II�III! 11,1!I IIIII!III VIII! II_I II! iII� lII ?tIII!II I IIIIiiIIIIIINIIIIIIIIIIIII I!!IiIF!IIII II1111I IIIIIIIIIIIIIIIII(I IIII II ;I!JII!IIII1!IIIIIIIIIIIIIIII! !III IIIIIII 11 i :...•; • 'K, .::.f. -a `s9 ":f`i',. ,,o:. _-5- £:5' s r, � ;5 , ,d . - . ,,,,y.. ,y.,, ;. .�n^ ,C7�;..:•k J r' :�"h,, 1,,I.,-.,47,,,,,,,,,,,,,,,,,,:4.,,, ..,. .:•7 ,.a. ``>.t M - I r , ,.o-.. ',- �.,..� ,'. r:' <•; ..,,^ / ••� .; ./ ...,r1F � Y l � F ; �a,�` x"'1,1: ' <� i � er .. � r 7. � y�. r'a `4� �" t ..:^ :. � r� ti9 � W '4. .+ .F t r y � `.�`�"l'.r': �� ��t; .. _.. "k �� ::k:r r 'i i3:� TIIIiIlIII J CPP13 75 I \AA/ 75 150 KVA KVA A CPP1 4 (.) J CPP15 CPP6 ECO (OLD BLDG) ECP (OLD BLDG) CDP -2A An 75 T-6 KVA T-2 / Avve\ AAA / \A/V j 75 KVA CPP10 ECB (OLD BLDG) ECT (OLD:. BLDG) L:.�. T -14 /V5\ CPP16 150 KVA CPP17 CDP -4 1 T - -1 T - -5 T 17 _. \/55 \AN 75 T -4 KVA T /V \ /vv CPP18 r PP19 1. RECEIVED crlY Of T1IKWItA SEP 6 PERMIT CENTER NG L L , E L���TiFI�C1 HAD �.R� SC _TYPE_ . DESCRI PT ICN ' LAMP/WATTAGE ' CATALOG NO 1 REMARKS CONNECTED LOAD: 182 AMPS 1 51 KVA .._ SHORT CIRCUIT CAPACITY: 65 000 AMP SYM. LOAD PROTECTION - CIRCUITING SEC NO EQUIP HPS -� 1 r POLE MOUNTED SQUARE HIGH PRESSURE _ 1 150W HPS n SERIES ES GAROCO FORM 10 EH SE 77 -� 2 VC L r TYPE SODIUM ,CUT-OFF TYPE FIXTURE. FULLY. SPACES TYPE UI DISTRIBUTION. 1-EXISTING TO BE CONTROLS ENCLQSED,CORROS ION RESISTANT ALUMINUM WIRES EACH CONDU I T� N� RELOCATED • NO HOUSING,BLACK ANODIZED FINISH. .LENS GROUND A 1 - I NCCMM I NG LUGS SEALED'IN A HINGED FRAME OF EXTRUDED - - - -- ALUMINUM WITH SILICONE GASKETS , AND 1 - . -- STAINLESS :TEEL HARDWARE. HINGED CT-3 COOL TOWER-3 50 700 REFLECTOR OF POLISHED ANODIZED 100 MCP 3 -1/2 ALUMINUM. PROVIDE WITH 8" MOUNTING R-G H--O -A 1 ! 1" ARM ; AND INTEGRAL PHOTOELECTRIC SWITCH. #4 #8 COOL 1 NG TOWER--3 FC)NY MOTOR 15 REGULATOR TYPE :BALLAST - PROVIDE 1 OR 2 2 1 30 MCP 2 FIXTURES'PER POLE AS SHOWN ON PLAN. FVNR R-G H --O- -A HPS --2 BOL LA ' LIGHT FIXTURE , 8" SQUARE OF ONE 1 --70W HPS KIM #830 -403 OR 277 VOLT # 1 U PIECE EXTRUDED ALUMINUM, ONE PIECE A4 A5 MOLDCAST, MUST MATCH 5- EXISTING TO BE 30 ACRYLIC LENS, OPTICAL LOUVERS WITH' 40 EXISTING. RELOCATED,2 -NEW - 3 SPECULAR ALZAK FINISH. FINISH -BLACK FV'NR 3--C H-O-A 1 1 ANODIZED. CO 3 i J #6 # 1 2 # ? ; it 10 # i 2 # 1 0 HPS -3 GROUND MOUNTED HIGH PRESSURE SODIUM 1 -70W HPS KIM #5009. HPS 277 VOLT MCP FLOODLIGHT, ONE PIECE CAST ALUMINUM 1 FVNR R-G I- i- -O -A HOUSING, TEMPERED CLEAR GLASS LENS, ONE PIECE ADJUSTABLE SPECULAR CWP - -3 + CONDENCER WATER PUMP -3 20 -- ALUMINUM REFLECTOR. 5 0 MCP 2 PE --2 4 ' -0" INDUSTR I Ai- FLUORESCENT FIXTURE WITH 20% UP- -LIGHT REFLECTOR,PRESSURE 2-34W RS L- I THON I A #AF240 SERIES, PENDANT MOUNTED 277V 3/ 4" LOCK LAMP HOLDERS IN SNAP -IN TURRET F• CP - - -1 FREE C I RCUL AT I NG PUMP --1 5 - HOUSING. WHITE ENAMEL FINISH. 1 5 MCP 1 RF-3 2'X4' RECESSED 3 -LAMP FLUORESCENT 3 -34W RS GLOBE ALP9243-- 4R -05 -18 277 VOLT 1/2" FIXTURE WITH A ! R RETURN SLOTS , 4 "DEEP # 1 2 OR COLUMBIA EQUIVALENT SPACE 18 CELL PRE - -ANODIZED SEMI-SPECULAR TO MATCH EXISTING. ALUMINUM PARABOLIC LOUVER. V" #B -i • WALL MOUNTED H.I.D. LUMINAIRE WITH 1 -70HPS HOLOPHANE #419NS --277 WET LABEL 277 VOLT PRISMATIC CLASS REFRACTOR,AND GRAY 1 -- EXISTING TO BE `PAINT FINISH RELOCATED,» -NEW X__ CEILING MOUNT EXIT SIGN WITH SINGLE FACE OF GREEN LETTERS ON WHITE STENCIL 2- 15T6 -145V DUAL LITE #ESGWW 277 VOLT AND WHITE HOUSING. MOTOR CONTROL CENTER SCHEDULE DESIGNATION: - - MCC 2 ENCLOSURE : NEMA - -1 N _CONSTRUCTION: MA CLASS I TYPE B VOLTAGE : 480V PHASE : 30, 3W NEUTRAL :NONE NONE CONNECTED LOAD: 182 AMPS 1 51 KVA HOR I Z . BUS : 600 AMPS SHORT CIRCUIT CAPACITY: 65 000 AMP SYM. LOAD PROTECTION STARTER CIRCUITING SEC NO EQUIP NAME PLATE HP KVA F l A zA TYPE I S i l E SPACES TYPE I 1 ND L G S CONTROLS CONDUIT WIRES EACH CONDU I T� N� NO SIZE GROUND A 1 - I NCCMM I NG LUGS - - - - -- - 1 - - . -- A2 CT-3 COOL TOWER-3 50 700 65 100 MCP 3 -1/2 F VNR R-G H--O -A 1 ! 1" 3 #4 #8 COOL 1 NG TOWER--3 FC)NY MOTOR 15 - 2 1 30 MCP 2 1 FVNR R-G H --O- -A 1 3/4" A3 C T --3(PM ; 3 # 1 U #10 A4 A5 CHP -3 Er ---1 CHILLED WATER PUMP --3 30 -- 40 100 MCP 3 1-1/2 FV'NR 3--C H-O-A 1 1 3/4" 1/2 " CO 3 i J #6 # 1 2 # ? ; it 10 # i 2 # 1 0 EXHAUST FAN. - -1 1 -- 1 . 8 3 MCP 1 1 FVNR R-G I- i- -O -A 31 ( A2 B3 CWP - -3 + CONDENCER WATER PUMP -3 20 -- 2 7 5 0 MCP 2 1 FVNR R--G H• -O - -A 1 3/ 4" DEM L F• CP - - -1 FREE C I RCUL AT I NG PUMP --1 5 - 7 - C 1 5 MCP 1 1 FVNR R -•G H- -O-A 1 1/2" 3 # 1 2 # 1 2 SPACE 4 ..._.. - _•„ PANEL SCHEDULE ....,.w iT• •i,�Yiilil�l�. NUMBER 01 3 . 7 7 ---- r�Y1w� � 480Y/277 VOLTS 3 0 I RE LOCAT I ON _...J OOM_184 TS 3 0 __..4.,___ I RE LOCATION UPS ROOM 480Y /277VOLTS 0 - W IRE ,T.4,.._..W 225. AMP MAIN LUGS ONLY .1600 AMP MAIN LUGS ONLY SHORTCKT 14 RIMS SYM . AMPS SHORTCKT 65 ,0,0_0_ RMS; SYM AMPS C I RCU I T DESCR I'PT ION CIRCUIT DESCRIPTION (KE VA (K)VA CIRCUIT DESCRIPTION CRU -18 CRU-22 13.4 13.4 13.4 13.4 ! 13.4 MCC -2 400A SPACE - 400A SPACE 225A SPACE 225A SPACE 225A SPACE 225A SPACE -20 -24 13.4 13.4 1 37 4 13.4 13.4 __ 1 :1:-. • -L+ -.. -- • - - - -- - --- - --- - .-'2a -..-- ..�20. 13.4 13.4 13.4 13.4 13.4 CRU-1 a CRU -23 CRU- 27(FUT ) CRU- 31(FUT) CRU- 35(FUT ) SPACE I j SPACE TELL EQUIP. RECEPTS. RECEPTACLES 720 1080 RECEPTACLES RECEPTACLES 72.0 720 I CRU-26(FUTY CRU- 30(FUT) CRU - 34 (FUT) SPACE LI CHLR -1 OIL HTR 1000 540 RECEPTACLES CHLR -2 OIL HTR 1000 200 lI AIR DRYER 500 700 FILTER ##1 CONNECTED LOAD 63 .2 KVA 76 AMPS EXH FAN #1 850 200 IRRIGATIN CONTROL. CT -1 4 2 CONTROL 200 • CONNECTED LOAD 287 KVA 345 AMPS ' DEMAND LOAD 90'X' 260 KVA 313 AMPS LOADING DOCK DOOR 9Q0 900 TRAFFIC GATE SPACE CHLR• -3 OIL HTR CHLR -3 CONTROLS 1000 50 750 REHEAT C O I L - SPARE RECEPTACLES RM 1181 CONNECTED LOAD 134 KVA 161 AMPS - SPARE . DEMAND LOAD ®75% 101 KVA 121 AMPS PANEL SCHEDULE NUMBER MDSB - 2____ ABC 12 /2(1LVOL TS 3 0 __..4.,___ I RE LOCATION UPS ROOM 480Y /277VOLTS 0 - W IRE LOCAT I ON ' ROOM 181 .1600 AMP MAIN LUGS ONLY SHORTCKT 14,000 RMS SYM AMPS SHORTCKT 65 ,0,0_0_ RMS; SYM AMPS C I RCU I T DESCR I'PT ION (K)VA (K)VA C I I T DESCR I PT ION CHILLER CHLR -3 500A SPARE FOR 350T CHILLER 400A SPACE • 225A SPACE 225A SPACE 225A SPACE 225A SPACE 152 - - - - - _ . --. 135 - - -- - - - MCC -2 400A SPACE - 400A SPACE 225A SPACE 225A SPACE 225A SPACE 225A SPACE -20 -24 13.4 13.4 1 37 4 13.4 13.4 __ 1 :1:-. • -L+ -.. -- • - - - -- - --- - --- - .-'2a -..-- ..�20. -__ ___ -- _ _ • CONNECTED LOAD 117.1 KVA 141 AMPS 400 TELL EQUIP. RECEPTS. RECEPTACLES 720 1080 RECEPTACLES RECEPTACLES 72.0 720 RECEPTACLES LI CHLR -1 OIL HTR 1000 540 RECEPTACLES CHLR -2 OIL HTR 1000 200 DDC CONTROL PANEL AIR DRYER 500 700 FILTER ##1 CONNECTED LOAD 63 .2 KVA 76 AMPS EXH FAN #1 850 200 IRRIGATIN CONTROL. CT -1 4 2 CONTROL 200 • CONNECTED LOAD 287 KVA 345 AMPS ' DEMAND LOAD 90'X' 260 KVA 313 AMPS PANEL SCHEDULE NUMBER ABC 12 /2(1LVOL TS 3 0 __..4.,___ I RE LOCATION UPS ROOM 480Y/277 VOLTS 3 0 4 WIRE _ 225 AMP MAIN LUGS ONLY ___QP LOCAT I ON R.4O.M._._L8 SHORTCKT 14,000 RMS SYM AMPS SHORTCKT 10,000 RMS SYM AMPS (K)VA C I RCU I T DESCRIPTION" C I RCU I T DESCRIPTION (K)VA 13.4 13.4 13.4 13.4 6 - - CRU CRU CRU CRU- SPACE SPACE XMFRT- -2.1 --25 2.9(FUT ) 31(FUT) 35/PP -5 - CRU CRU CRU-28(FUT) CRU_32(FUT) SPACE SPACE -20 -24 13.4 13.4 1 37 4 13.4 13.4 __ 1 :1:-. • -L+ -.. -- • - - - -- - --- - --- - .-'2a -..-- ..�20. -__ ___ -- _ _ • CONNECTED LOAD 117.1 KVA 141 AMPS 400 TELL EQUIP. RECEPTS. RECEPTACLES 720 1080 RECEPTACLES RECEPTACLES 72.0 720 RECEPTACLES DEMAND LOAD @100% 18.3 KVA 22 AMPS CHLR -1 OIL HTR 1000 540 RECEPTACLES CHLR -2 OIL HTR 1000 200 DDC CONTROL PANEL AIR DRYER 500 700 FILTER ##1 CONNECTED LOAD 63 .2 KVA 76 AMPS EXH FAN #1 850 200 IRRIGATIN CONTROL. CT -1 4 2 CONTROL 200 900 TRAFFIC GATE LOADING DOCK DOOR 9Q0 900 TRAFFIC GATE CHLR• -3 OIL HTR CHLR -3 CONTROLS 1000 50 750 REHEAT C O I L - SPARE RECEPTACLES RM 1181 360 - SPARE . N LOAD CONNECTED 1 13.2 KVA 125 AMPS t DEMAND LOAD 975% 91 KVA 109 AMPS PANEL SCHEDULE NUMBER PA LL PP1 (EXISTING) ABC 12 /2(1LVOL TS 3 0 __..4.,___ I RE LOCATION UPS ROOM AMP MA I N - _ BREAKER_ _ 50 C I RCU IT DESCR I PT ION SHORTCKT 10,000 RMS SYM AMPS (K)VAI 10,300 13,400 • 13,400 5000 - - - CI!�CUI DESCRIPTION (K)VA - 1 ' - '^__ 20 cp :Ic-1 .--' .,. -3o-74 - - 7 e R (K)VA CIRCUIT DESCRIPTION RECEPTACLES 72.0 __ 1 :1:-. • -L+ -.. -- • - - - -- - --- - --- - .-'2a -..-- ..�20. -__ ___ -- _ _ • CONNECTED LOAD 117.1 KVA 141 AMPS 400 TELL EQUIP. RECEPTS. RECEPTACLES 720 1080 RECEPTACLES RECEPTACLES 72.0 720 RECEPTACLES DEMAND LOAD @100% 18.3 KVA 22 AMPS CHLR -1 OIL HTR 1000 540 RECEPTACLES CHLR -2 OIL HTR 1000 200 DDC CONTROL PANEL AIR DRYER 500 700 FILTER ##1 CONNECTED LOAD 63 .2 KVA 76 AMPS EXH FAN #1 850 200 IRRIGATIN CONTROL. CT -1 4 2 CONTROL 200 900 TRAFFIC GATE LOADING DOCK DOOR 9Q0 900 TRAFFIC GATE CHLR• -3 OIL HTR CHLR -3 CONTROLS 1000 50 750 REHEAT C O I L - SPARE RECEPTACLES RM 1181 360 - SPARE . SPACE ONLY - - SPACE ONLY SPACE ONLY -- - SPACE ONLY SPA ON -Y -- -- PA„, ONLY , 33-' . 61 '-'--34 11 1.0 6 •••.....„ iss milll miiii 39 ' '--' 40 r _ ` 4 ' 2 41._- - �. CONNECTED LOAD DEM L .14. KVA 40 AMPS KVA AMPS PANEL SCHEDULE NUMBER _J '.- _C EX.EST ING LOCATION UPS BOW ABC I 480/277 VOLTS 4 WI RE _..a..._0 AMP MAIN LUGS ONLY SHORTCKT 14 000 . S S RMS SYM AMPS _ (K)VA C I RCU IT DESCR I PT ION C I RCU I T DESCRIPTION (K)VAI 10,300 13,400 • 13,400 5000 - - - CRU -2 • CRU -6 CRU- -8 . CRU -13 UNIT HEATER SPARE SPACE ONLY SPACE ONLY SPACE ONLY -- - CRU -1 CRU - -3 CRU - -10 CRU- -12 CRU - -17 CHLR 011 PUMP - 1 ' - '^__ 20 cp :Ic-1 .--' .,. -3o-74 - - 7 e R 2 4 - 6 1013,400 -1 2 - -- i 4 - 16 -20 -22 - -26 2B 3 0 . - - 3 . 2 `;4 -36 -38 - 40 42 10,300 10,300 13,400 13,400 13,400 810 3 -- 5 - 20 7 -' 9 - - 1 1 -- 13-t 1 5 '- 17 19 - - 21 - - -'' 23 -5Fi-_- 2.5- "- 27 -' 2 9- 5 3 1 . . - T 331 35 - -20- 37- 'iii'- 39 -•2a- 4 1:r2° - 1-- -1 "' -- ' --- -- - .-- __ 1 :1:-. • -L+ -.. -- • - - - -- - --- - --- - .-'2a -..-- ..�20. -__ ___ -- _ _ • CONNECTED LOAD 117.1 KVA 141 AMPS _ DEMAND LOAD 93 KVA 112 AMPS PANEL SCHEDULE . NUMBER RAN.LL LP 1 (EXISTING) WATTS 1 T--- 3 -- )- 5 -2 ~0- - 2 1 1-- af? '1316- 15 - "---- 1 -I -- ---_... 19 ---'-f-- 21 -, - 2 3 - -'y 2 5 - -' 2 7 - -: -.. _ 2 9 - -" 31 ABC -- rr,o- - -- /4.$.Q_VOL TS _.3 I RE - •?. .,.0 ......A.,.. 10Q AMP MAIN LUGS MIL_ LOCATION CHILLER' RM 180 SHORTCKT 14 ' 000 RMS SYM AMPS (K)VA (K)VA CI RCU I T DESCR I'PT I ON C I RCU I T DESCRIPTION (K)VA 3744 4368 3744 1560 400 2000 2000 2000 7 , 18500 - - - - LIGHTS LIGHTS EXT. LIGHTS LIGHTS LIGHTS PANEL SPARE SPARE SPACE SPACE LIGHTS* -- ELN TRANSFER SW ONLY $ ONLY LIGHTS LIGHTS EXTERIOR EXTERIOR *EXTERIOR SPARE SPARE SPACE POLE LIGHTS POLE LIGHTS BOLLARD LTS ONLY 2808 3588 3120 2262 2886 2574 1400 2317 1650 2256 - - _ - - - - "=34 --" -- '- 3 f= - 6 , -,•_ 38 4 0 4 2 CONNECTED LOAD 5.38 KVA 6.5 AMPS DEMAND LOAD KVA AMPS -, I j T - 1 ± _ i ; ! I t i 1 CONNECTED LOAD 21.1 KVA 25 AMPS DEMAND LOAD @100% 18.3 KVA 22 AMPS CONNECTED LOAD 63 .2 KVA 76 AMPS *CONTROL WITH PHOTO/ T IME CLOCK DEMAND LOAD KVA AMPS PANEL SCHEDULE BER LP_ WATTS 1 T--- 3 -- )- 5 -2 ~0- - 2 1 1-- af? '1316- 15 - "---- 1 -I -- ---_... 19 ---'-f-- 21 -, - 2 3 - -'y 2 5 - -' 2 7 - -: -.. _ 2 9 - -" 31 ABC -- rr,o- - -- 43QYL2ZIVOL TS _.-3._-0 L -_WIRE _22,13 AMP MA I N _ - _..GS ONLY LOCAT I ON ROOM 184 SHORTCKT 1 RMS SYM AMPS LOCATION 1140M 184 (K)VA C I RCU I T DESCRIPTION C I RCU I T DESCRIPTION (K)VA 3492 3492 3101 LTS- LTS--COMPUTER LTS-COMPUTER SPACE SPACE COMPUTER RM CENTER RM NORTH 4 ELEC RM LIGHTS LTS LTS-COMPUTER SPACE SPACE - TANDEM RM - TANDEM & COMPUTER RM RM SOUTH I 3991 3492 3492 --' 33 . -= - -,, 3 5. -' -- .1-, 3 7 _ . - 39 -- 41- '-`---4-'-‘-. "=34 --" -- '- 3 f= - 6 , -,•_ 38 4 0 4 2 CONNECTED LOAD 5.38 KVA 6.5 AMPS DEMAND LOAD KVA AMPS -, I j T - 1 ± _ i ; ! I t i 1 CONNECTED LOAD 21.1 KVA 25 AMPS DEMAND LOAD @100% 18.3 KVA 22 AMPS PANEL SCHEDULE NUMBER_._ PP WATTS 1 T--- 3 -- )- 5 -2 ~0- - 2 1 1-- af? '1316- 15 - "---- 1 -I -- ---_... 19 ---'-f-- 21 -, - 2 3 - -'y 2 5 - -' 2 7 - -: -.. _ 2 9 - -" 31 ABC -- rr,o- - -- I - 2 - --5th- 4 6 -; 10 - --0- 1 2 _' -1 4 -"- 1 -..' -, _ 1E3 -,__,- 20 '-' 2 2 2Q8Y/ 10Q 1 2.a.VOL TS 3 0. 4 W I RE LOCATION 1140M 184 AMP MAIN BRLAK B, POWER DENS I TY = 1.47 WATTS /SO. F T . SHORTCKT 10,000 RMS SYM AMPS CIRCUIT_DES_CRIPTION ____�_ ELECT ROOM OUTLEIS OUTI ETS -- COMPUTER RM SOUTH OUTLETS- COMPUTER RM SOUTH MOi rs SOUTH FAN F -1 PooR r KS • (K)VA 54 +0 360 360 360 9 200 500 (K)VA 540 540 540 54U 360 CIRCUIT DESCRIPTION OUTLETS - COMPUTER RM NORTH OUTLETS- ..COMPUTER RM NORTH OIJTLETS--•:O1PUTER AM NORTH M OUTLE TS -- TANDEM ROO OUT LETS- TANDEM ROOM , . - . • ---,- 2 4' r -.. - -- 2 6 �, 28 '--' 30 - ' -'3 2 --' 33 . -= - -,, 3 5. -' -- .1-, 3 7 _ . - 39 -- 41- '-`---4-'-‘-. "=34 --" -- '- 3 f= - 6 , -,•_ 38 4 0 4 2 CONNECTED LOAD 5.38 KVA 6.5 AMPS DEMAND LOAD KVA AMPS L I CH T I NG BUDGET w--I WATTS RF •2 . 1001 11F -3 21 ,824 HPS-2 475 BUILDING AREA = 15,,883.0 SQ.FT. POWER DENS I TY = 1.47 WATTS /SO. F T . PERMITTED POWER D I N S I T Y PER WAC 51-12: I.70 /SO.FT BUILDING COMPLIES WITH REQUIREMENTS MCC -2 FRONT ELEVATION � SPARE SPACE ONLY SPACE ONLY NUMBER M LOCATION PANEL DP-2 CHILLER #2 PANEL DP -4 PANEL LP -2 UI1 ROOM PANE; L SCHEDULE NCYRERL -- E2- i "!- ->-E X !STING) ABC LOCATION..... uPS ROOM 1 C I R C U I T DESCRIPTION (K) VA EGRESS LIGHTS 1750 1 1000 i 1000 EGRESS LIGHTS • . 2075 1 PC.RE -- 1 CONNECTED LOAD 8.5 KVA 2.2 AMPS I " I IN C I RCU I T DESCRIPTION (K)VA MCC - -1 210 1 SW I TCHBOARD 93 152 101 21 1 -"0-- '" 2 3 - . - 4 . 5 - = 2 Q- 6 7 - z 0 ^ 8 - 9 - fa C 11 f0-12 13-0. 15- To X3--16 7 -x-- ?0- 19 " -20 21 -^ • '`- 2 2 23- •' -24 25"'4-- 26 2 7 29 31 33 -" 35 . -3 3 4 ,) 41 = - a. 2 *REPLACE BREAKERS TO SCH P 1 t --2 r-. 2E -- 3 0 r` - ` - '36 SCHEDULE _277 /48QVOLTS - 3 _0 . 4 WIRE 1600 AMP MAIN LUGS ONLY SHORTCKT 100,000 RMS SYM AMPS 277/480 VOL TS _3_0. 4 W I RE 50 AMP MAIN„ BREAKER SHORTCKT 14 000 RMS SYM AMPS (K)VA CIRCUIT DE CR I PT ION 6319 PUMP -- SCHP -1 * 6319 PUMP - SCHP -2 SPARE SPARE SPARE SPACE ONLY 1 I SPACE ONLY (K)VA 137 PANEL DP -1 152 CHILLER in 80 TELEPHONE FQPT 91 DEMAND LOAD KVA AMPS CIRCUIT DESCRIPTION PANEL DP -5 225A SPACE CONNECTED LOAD AL BREAKERS CURRENT DEMAND LOAD 90% 1037 KVA 1247 AMPS LIMITING TYPE 933 KVA 1123 AMPS OE 6 IIIIIIIIII I►I1I11 IIIIIII IIII IJIIIIIIIIIIIII1I;IJIIII111111I ij! I111I1III111 0 16 TM>i IHCM 1 2 i 3 le 0? 61 91 Ll 91 5l 1 71. CL 1!IIIII!II!IIIIIIIII!IIIIiiiIII IIIIIIlilt!IIIIiiIII!II!IIIII! III! I! i1III!IIIIIIIIIIII1111!IIIIIIIt rn: I111 [I II'IIIII1t 11111111,111 11 'I1IIIIIIIII III I 111111 11111Ii 1IIIIIIIIIIIIII1IIIII [IiI1IIIII1IIII11111III 4 5 6 7 8 9 NOTE: 4f the microfilmed document is less clear than this notice, it is due to the quality of the original document: Cl II 0I, 6 9 L t y I IIIIIII!IIIIIIIIIIIII IIII!! IIII) III! IIIiIIIIII !1IIIIIIIi!i1!!IIIIII1 10 11 Wa?IOERWUfv 12 RECEIVED CITY OF TUlfWILA SEP 6 1960 PERMIT CENTER TER PLJ& LEVEL . INDICATION ASSEMBLY, SEE DETAIL ."CAP 4 "Ct P....... WL T.H _ . _ L oL E __ WATER .DRAW OFF Z BOTTOM _SUMS 1.D IA I s i ge /4 WATER DRAW-OFF • • ANGLE CHECK VALVE WITH 4'1(4', MANHOLE (REF) PENETRATION S EE DETAIL e'4lovr6rAril ?WAN 0044 4.OV.ff ._� /. , ". .L:h�roevA Dee-041) S`rEE -L ��• -- ? , ' aeG eE- * 3 . - 44P iv, A er,44r, ti * 8N+l� ,4f1� . 4(11'✓ (�! !P r".,w 41/4."cc E, bI/ a _ CUT AT 45 LADDER BY TANK MFR 24" 48' '''.2";15 .WITH SW / Alp ..JOI NT S � JIB 4 , BY TA NK MFR•- T_ t - :24. DIA x 12 SUMP : ctt d to $ depth of at least bdiva flitches .mod1 Proctor dry density (AVM D1S51.). &ro*m .ter '400:jeigotiv smy be controlled by means. such as pumping from trenches k• Tf* ret ►3 d AdS :) hal1 -.. . p'l aced directly a a the compacted soil r � _ + e •e cat ` t late '.1 • tn isddei of ti Ir ding terial t * c' :. '� :, . planing the. :'ants ; The b riding, end.. backf i_1 I eri all _ should d, v dnded' 'fres fro trash, wed ` ttai, debris: or MO •she t1d:'m t Urn f 4ew radiation:, #Iatt s:' . • Stet ?' ' . "gtng: y * ittcls 1 33 41: : - ^r'iYP ".�ui'Yt )ir t> i S C REED • 4 4•- 1 I l 11 MANHOLE COVER WITH LIFT OUT.. 1-IAWOLE —_ 4 Sd~A3, 6 1 54? ` It4 OVERFLOW LINE ((I!1 `. I VENT v-- r T'2E 14C1-1 I EXISTIM6 - pia I� M 0 \l E - . e)-1/ 1EI j ! ; 1 SWING • JOI NT, Care g be taken to place hat kfi l I material' • ` lete1y a t t? t . o to tai ribs' And under (end caps to provide the .; ui Once-the beck 11 ;tea: :bean placed two fait tip the tat* aides the backfi'1l should be plawRd in It-inch to the . of and att+ with a flat P1a :> haraix�t Vihrat t° te.91 itf ` the Agile* Simile Proctolr Dry :0% d 4 .Dowi timis s 11, t avai kft.15100 ver• � ,.. crushed 'ttans)'be i11 venal St Olean ai free . fropolotaii4 -de1',I fees; m r and shl ul d :fit f'latit i10 . � aldaeti 11'aai ts,"; :: t E Lc J VENT g1? II I! 1 1 S`T`I A SCALE � " uII Ste b t Pslsstli . 1 r It it ,s° dttsd . 4 -'1 1 . s1►f . ..�+ t 4:L4 a1 a ov r ' s too 1 r a : o a t i;t5 Xil Sty Pr 1 ) Ynsi •• wi t7!. . i IAN�� . �.9 tOr c a4 t r .'> ' Tin I y *f ..t:tv 'l : Is ` 1.> sw • . k t p > ,::,!+ adn ' : of , s ; b kf�U1• $002444. ' n ' ., 0164,.:a:e.1) `: CAE 4e 1 . MPI N,U. i edzibA _. 4°.,as/ et ., . C2C2.. AIPPFPe.ove D E'0 vA L. 1!. "0 LE 4t , OLYMPIC. tt'593' P t,. CAf' (OW .id4sa15, t�N ic_22.E4_,__DIL,5_,T221__L_C 5E 7701V SCALE owe • D A • 1 SQ. STEEL PLATE.. _ BY TANK MFR. SEE S-- Z 4 CI'+1,I 1-. - . PAKS Foa: L1..AST. . *Pmt - `, I6 THS INCH Si WO MIS Atiir "VG, Mt t4 UI �. EvJA t.) 7 ea 1 • TEST' ..lir a 4A _._ . --^— CONC. FUEL OIL CONTAINMENT S UMP EE "6 i d$ 4 . A. 3 /4- COND. - #4 !Sr TANK CON, BY TANK MFR.. (Tye N(TrSt R L4_Q■44 "ATECO I ht e :ASTRuCr'IoNS ReCICSMKI EN IDE D Fo7k uN•ERGeou') '1"E... ` AGE �l7ti1.31C.�t SL OPE___TAN CUT AT45 4.1 OC 6E 9C 4e 9 GE 1111111111 1!II�!lil Ilil�illi !Ili�li!i�illl�!!II'Ill!'i!!I 2 " TOTAL TOP ELEV. OF WANK 23.,OO.(REF) 3 "FILL. PIPE 3" SHORT OF BOTTOM Ci. NCRET E . BALLAST PAD, SEE STRUCT: -- • bZ ZZ • iililiill !1!!111!! 1111, J T A • N • covc,e6 r A.+VC'S4 ' SWITCH, SEE ELECT R!CAt. Je.• Foie CONDO/7 S'ze; „Sitelrcil AlioPeneletti ON .5uSi i 1 EMERGENCY F.O.S. VALVE CI... Z6,0 6, ... -- a>EE' le,+!� CGS• n If 4 S 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 8,O00 GALLON DIESEL. OIL STORAGE TANK 12 MIN. A • ELEVATION SCALP' NONE 4101-1 cs DAY TANK OVERF QW AND DRAIN) 2 "' seist.40 . a4.4 � :;toP'7rA41K Sc L. 40 --" _PACK WITH OAKUM SLEEVE 3" SC14.40 A 9 10 .r . .r.� (. s£ 4, r t A t 'F '•4 >, ~ !��A... ti . t1 c: a. k:: {''ra^. 5 �, . n r i " . ' : _ 1- � r.4 t, II II�III�IIII I!IjIh • III ; I1�III! IIII 1 Ill IIJIif II I`IjI`�IIjI,���`�i IIIIIil�I 1 1 2 3 ! 1 I ! I 4 • 14, • 'lt1 a 'aii a-- ,al .v V LE 0? 6. al LL 9L St ail CI El tI 01 6 e c 9 G +, C z I "4" 0 c s !I!'! !! lil iliii!! s!! III!i!!IIiI!uI!I!IJIt,!ttIIIhnI Iln !il f!! I! I! IIIIIillll! Illliil�111111111111III11lIli !!I,il!I�IIIIIIIII ililll!If +III I! id illlill! I�illllillljilil 'lllii!I!Ilflll�lllll '- --'FILL CAP NOT TO SCALE IIII�I II IIII�IIIIII I!Iil 11 ,.t OE*IGERI i4v 12 INSULATION MATERIAL BETWEEN TANK AND HOLD DOWN RODS HOLD DOWN ROOS , / 1/ c0 r TUBING, TA NK GAG " - 1 ANCHOR BOLT TYR 6 PLCS,, .3' 64 /DE" TURNBUCKLE TYR ) - 7712) ANCHOR BOLT, 6 TYR NO. L OCAT ION, AND SIZE PER TANK MFR. At 76 ¢8 .- Muir .1jTM fide , r a'IVER N - -; o zo42 W4 kin ."S 9S' . k ; i7'aol/ c o.vc e Pad c.aG r .S /6'- 3 ' , r . ! t ♦. • .l O I • • • ,. I • • ' A • NOTESt- • TANK ASSEMBLY WITH AIR BELL. DETAIL S ALE: NONE LE VEL IN DICA TI ON DET� SCALE : NONE PIPE SLEEVE i" •4', dbisio /Afro PACK WITH OAKUM %4" TUBING T O MANOMETER • BUSHING 4x2 "N.P.T. WITH REINFORCER PIPE L veRIF'Y - ALL -. Ex.lsr INA _Dime . t Ow :40s AT TIM *A'Y'E - leis+ ' - -COM ENCTR W$ __ _.._..... Z... RE t I: tsa-AecAErAL- .. 5f'µ -ab i:L • . D> KOWA S y JS C't .. ' 'f OF C. 1tC "rE_ 'PP,it 5;- l ;tit . 5tACC _ -, 5' tiWASIso A-% *S- . • 3. QA .! s nL.A'Trr l i E"'t k ice:. %�'k'T.":2rirz. . . 4. ALL PIPE IS SCAIED. 40 BUG. 511 -a "i* I is mAi. F4TrirkGeS EXcEi ES €L.(, Eroatkm Ex 0 P1/4 -1 ? I E . . I �. 5a:'. t�►U 4� � . cA.u+r Ie2 1►to.aAt..vAN 1I.1 t3 .. 1 °r RIaicL 414 DESSEL FUT L. 'SYSTEM • Do Mar LAU: TAPE °TO SEAL, 114e 5s use is MIle&E Y 1=.O, 5. VAS Vt (5rcrio 4 ) . \441 `rAkIKS ista' C UT t^ SEe.V%CE o itbsrnot4 .. . SuJITCH CtStaCTLt i% st&)S : . (A0143 A -A .eS i `a.1 1,,. rlT ILL.. Ita1 U IN DAY Tossoki K OPEN - A ED L16111" i..l.. t t I E 3 , 'T'e ••t • BesTR UdtICTS "r0 t iA s4 .. "TO TES-r: AFree.. ► Sr 1.r P3 1 K. 4RAS EkL '1LAt; Eb . t+4 1 vy c anti 1NT Io Nt , 'r'It E A1401) . LEA13 -NOME A ITACH PI .."it! 'T 7A14IC SHALL. 1tC CHILCV-ED "try AZS OQE 'I'a4iS Gust 1.14 V.1# NOV eart4 D0.441 6 ' •'f• 3 A 1M co P4 M M1 Mut''T ' 'E':'a E ►V U ST 4CT • Adce, et. A mar . w mos Sr 4- Pis .. s'pEct FIcsamomS.. 7 REFeR "eta SIFT Al 'S V /ATno03, . i.'1€ symi,toLs Foe. ALt.r bva4S. t'-iL $.s mdireIS o'1" tiEt(2-vtlI.w . e4'a, - . .a t..I t s..'r WE FMSar a o'1'JC EM•Eir."14C1`t' FIu__ VlgmL'• wtove.,D vA1...Ve . 1P4 $ ecratits4 Oh. TH1 s Dfadsik)it i1`4CL.cattmI) FoR. ReFF.:A.EN# ' ` 0 1.4 1. 1 , toot*, K. `+� con4cc • ,t.t._. Le) Lit) fib ottg. "Fioctwl, dS t4 't $' OON x.ce 1r As (+I&W LIT) 61:. f a 9 w ... Jan. ., .�,. • 4' P /Cro1e 0 Y Coie AIR BELL • ,, . �+ r -•►` . } ♦ � y Vi 1 Wit. RECEIVED - CI IY Of TuitvoUR ".. SEP 6 199 PERMIT CENTEGC . r r y 1 w+..4 71+i7Yr ^0:"9FA�s�/29� +•;,: �ViYKia7 ' i , I C' t.C/ 1 • I TRENCH 14 DEEP EMBEDDED PLATE , TY P. ; i si x 6'x l /I 6" ) 6x /ST/ MI 41- O n 630 ,vt:> . —GEM /SE:f2vIce SvJ>aD BASE PLATE, TYR B1 cS. !' S'' I8' )e4/` , � P -- ,�/8 NC c9ec;,4 6rsi'.Vi. +D "e7:94VYN .. ATE geis o - IsArc ...504.971044 A/17 y ...5l7, r 3 / //ee ; i;iei4D .2)N4E`A sit,A/ Fe€M 7. Ate.S7.4 Lam' 7;4946:7 Ca / z ' I F0nrwi E4. b6?A i N A�..C.: Nil .42 •r LA{ ourr st mAY 1t2l� 1J L`f ; - Or s E E I e 0114MS • ED. 1 + IN v .Y".r�c."T w L I L. I 4406 t I I W'VECTE R. I t I P,! Ves.R.`I g„ SNNI et) A 1 ,C. ._r°� t eTyvt G EN.._1.vR X4.5 5 BLOCK, T YP_ fi de .4l deg' Iti, 4'7-4.40<77 L _._c�ooN .0/.c/4 R6,9m5 ,SEA` Dit/C, 3 cbj ' L 7. �il /C..S 11 ps ! PS _Ala* N FOUNDATION . PLAN - S. ALE: kt":-- 1 1 111 1 111 1 111 1 111 1 I 1 i l 0 16 TNS fNCH 0 . -- - 1 F.D. s� .N4 2 IVo./ ' ,;".T _., REFERENCE LINE TYP. cupytv /4 MRS, O.Fc.2" Ea, 1 A! T 3O "DEEP 1/ 1 IPA c 1 1 3 4 5 6 7 8 9 NOTE: If the microfilmed document is less clear than this notice, It is due to the quality of the original. document. •- Et) , DI5C. SWI Tt N 1l 1 "SW , • r I � i ( • t F.D. 11D. I I !I1 111 f11 I 111 1II'jII1'iIIJIJI ji11'11I I I iII 111 111 i1! 111 11! I i I I I I I I I'I I II 1 i ( 1 + 41 1 1, 1 1 1 1 1 1 1 1 1 11 1 1111111 I I, I IIi11111111111111 111111111 11'1111f1111 111 111 Illli�l 111 Ili 1 1111 2 10 11 NADt «ate 12 0E; 6Z ee a 9? S I Z h ' Z £Z ZZ IZ Oz 61. 91. !.l 91 GI 9I £I zL l4 Q1 6 9 L 9 5 +! C Z L ro4 U 1111 !'!Iii I!I�ili;1!!i !I!'i111111I;;if 111111!;;!1! +I! 1!1 ��!!±; II; I! 1! Il Iil; i il!; il! 1!! 1! f!!!! i! II! I!!` I; liiii!; �i! il1! li!!;!! 11(! iil lllii;!!': I! I!1 1 !IIII!i!I�l!1I�I1!II!!!111111hu I!ii1111!il+'ll1!li I ! 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I 1 I 111111 I I I I 1 1111 I I i 1 I I I I I 1111 I I I I I 4.... < .'" ,: ':•' -,,,,-:., •••;,;.-...:„.:' ' N • v,- - ,:1 "..i.; . . - ...: , • - -• IIIIIIIIIIIIIIIP _.,.. -,..,,, ISeat 1 !IIIIIIII1 11111111ImplilyirilITIIIIIIIIIIIIIIIIIIIIIIIIIIII1 :,..A..., i....,.:=....-...6„,....,,,,,,,:,.......: It _ ,...- , ,.:7,1. ,,,,?_.-,',-, -...,■• .' ,:..,. , ' ' ... ,•.1..,.:% .''''''..•;.‹.....!--,1. 41 f" , ..f.:'-, - ,:'-.:.., 4 1 I., ..: .., " , ..-'4 4 ::" - ''.• , .-t' ' -•'-'' -•: ,A. . . , : . e ...,.„..•;.1-!..,. 11 , .:, • ,,,.. ,..... .7,,,,, ..e.;‘ sz'.. ' s r . . . .. . • - ';':•::: - • ,; r. ' .. 4 , e. .:, ,: • ,',' 1 t.I. t'' r r `:%, . C.!' -'' .Z '.='''. '''..'. - '; '-'-` f .'' . , ■ - ,' 0 16 THE fliCH 1 2 ' 3 4 5 6 7 a 9 10 NOTE: If the microfilmed document is less clear than this notice, it ia due to the quality of the original document. 11 woo.0ER.N. 12 • 0€ 6Z se Z.Z 9Z SZ EZ ZZ 1Z OZ 01, 6 8 4 4 C Z t• al el 1 71 C1 Z1 11 6111161hhillik666 IMIONhli!!!!!0,1rdWiilkilmOmdmil!!!Wmdmdmdm rndmLdm ifidmIUMWAMOMd111MWmdmbk&kdhidillilmWdmdwd , 1 1 •10 • Ce 4 x \ I / . 4 1) N 0 NAL a' IST!. 16.04A FEED T6'NEW CHILLER THE FEED WILL BE SHOWN BY OTHERS, THE, VEW BREAKER.LUGS,HARDWARE AND BE ItY RUSSELECIA/C. 7f-6 ELEVATION AN9 PC:MTION OF CONDUITS TO COP--4 ANO CDP-t3 .NUETkI5E CAREFULLY COOROINATED CONTRACTOWTO ACCOMMODATE NEW DUCT ;ii; MENCH. K . • ■••••■••• • 4:0 ;, 11 • • 4 • • 1. I ///, -• • t s 6 6 • 13 • e. 0 t •D L. .. • , ' ".\\ INSTALL GENERATOR N4 .A$ ,SHOWR BY SHADED ITEMS. EXISTTNO UNDER SLAB CONDUITS ARE TO BE USED. THE TERMINAL'BOX THE NEW GENERATaR WILL DIFFER FROM TNOSE OF IHE EXISTING GENERATORS, TRANSITION FROM TOE UNDER SLAB CONDUITS TO THE NEW GENERATOR WILL BE HOAXED WITH THE' SUPPLIER AND INSTALL UPS MODULEi4 AS SHOWN SY SHADED ITMS. ALL CIRCUIT BREAKERS U4 THE NEW • MODULE AND ALL CONTROLS MUST REMAIN IN THE OE ENERGIZED STATE' Al ALL TIM. EXTREME -7.ARE MUST ee EXERCISED WHEN PULLING WIRE TO THE SYSTMMTERING cAeImET. DO NOT CONNECT ANY WIRES IN THE SYSTEM METERING CABINET WITHOUT DIPECTION FROM THE ENGINEER OR THE MANUFACTURERS. INSTALL NEW PANEL CDP-S VIA 'THE BREAKER THAT FEEDS CO-4. RECONSTRUCT THEFED TO COP-4 FROM A 1000A CIRCUIT BEA CD KER /k P4. WHEMECOSTRUCTIMO FEED' TO cop4 LEAVE AS -MUCH Of THE EXISTING 4.0t4UIT IN PLACE AS PRATICAL, DO NOT SPLICE OR REUSE THE WIRE I5TALL NEW WIRE FROM COP--S TO COP -4. MAINTAIN CLOCKWISE PHASE ROTATION t OA ALL ORK. CI)P*$ 4S TO BE 1600A MLO AND SHALL BE (*.THE SAME ANUFCTUREEXISTING PANLS. 13M".5 SHALL HAVE FOUR (4) 3P*100A SPARE CXRCUIT SREAKEAS AND FOUR 3 • • POLE SPACES NIT HARDWARE. 4. GEN SERVICE SWBD „,•; y// • 4:3 ` 0 • / N \/;\\,.%; - SECTION A NOT TO SCALE: ' DETAILS OF NSTAti.knoti Or CCESSOCES WILL cs. 8 00, •, to 0 &V- \\\, K7,5 SECTION B NOT TO SCALE 6-10 WELD ANGLE AND BOTTOM CHANNEL TO EMBEDDED PLATE WELD SW1BD BOTTOM CHANNEL TO EMBEDDED PLATE • C ONSTRUCTION N OTES ••• • ••''' • set • .• 1•.• RECEIVED cm OF WWI A 6 I sCM PRAfrIrl worrin • • 10 tZE SCHEDULES AND' NOS OM !HEM 3E64' AND. 3E4,3* 20 IN GENERAL, Aix poup, AND CONIROL GCDIT3 SWALIC OE INSTANI,ED UNDRGROU440 C04OU4l3 3044 9E'RI6D owAluzca,sm um BITUMINOUS COATING TO BESIST'COROSION9 R0000tt SHOWN ARC DIAGRAMATICAL ONLY* VHE CONTRACTOR SHALL PREPARE N. INSTALL.... ATION PLAN roR ENGINEER APPROVAL COVERING CONDUIT ROUTING AND INCLUDING DIMENSIONED STURM'S* , . 3, IN GENERAL. CONDUITS INTO TRENCHES UNDER SWITCHBOARDS SHALL ENTER VIA SIDE WALLS. M.L. SUCH CONDUITS COMPLY WITfi NOTE 2 SHEET 3-4. 4, UNDER SLAB CONDUITS PLACED FOR FUTURE EQUIPMENT SHALL BE-. 3 LUGa. CD FLUSH WITH FINISHED FLOOR BY: MEANS Of THREADED PLUGS AND. FLUSH couFithips. 'A p. • ALL DIESEL GENERATOR CONNECTIONS SHALL DEMADE WITH LIQUID GHt FLEXIBLE CONDUIT ov:svrriclue? LENGTH TO ABSORB ALL WIT' MOTIONS. A s„ fIrk.."IrRANK.LIN. 400 HZ MO MONITOR PANELS AND OUTPU1 OISR10. WTION PANEL ARE IN.OPERATIO N 1N THE Exisilop Ewa-Lem. vHE CONIQACTOR SHALL PRELOWE ALL POWER AND CONTROL GONNECTIONS TO . MiNPIZE THE 400 HZ OUTAGE WHEN NESE EQUIPMENS ITEMS ARE YRANSfERD4 . • , 7 11 , WE lit SD4N010 ACUAORS:ON E LtN COOUNG WM! .1440. nom ctitNE.vEnmemeus (INPIGALAACH EWINC)0 WIRE RACOR WAAR potoion-wivti 44$4 1/2" vo AGK4 fEamINg BOX OPTIPECA4 W4 9 ! EOUgPMENO SHAULBE WCALLT SECURED '0 !SE BUILDING RVOURE PR ScISMIC ANDABOSASOEFINED ZN 'V.HE kAEST EDIVION tfl ic4NG upE.. • , p. • ..• F. GENERATOR SYSTEM MISCELLANEOUS WIRING REQUIREMENTS Tr Eri K DE_ScRi Fri o NI ROUT! N c-/ WI RE.5 CoNDurr Kr OF fZuK1S1 P-EMAR.K5 FROM 'I '0 3tt a - 11/4” c CoN Dun" RE.mAR.K.S . . . I* . ,t. :. C...i-c. . [ Fistc.ii E • re KO le - 11 int.:::-...:1 ,.. 1111 (2.)- 2"C. wi' 3t4/0 F-A4H I .%-.,- . • .. LE 1,2. 5 irioNd IL ISII Uri , , 1.::;: p EliciiNE. T._12,11 1 N,IAL. 50 S. WERAloR c. .40 #12. , iiiii • 14" tt 4/6 4 4talE c.IP - V/2" (2.1c1ID P.,Luti (5Pitzta..L.. wOut-t0) .. l - , .,; ,:: A - •----- ' '' ^. -- 7. : : :/: •• .^ • Ca47 4 IX A C- , I 3 MI Rif I4-sHI-D ) I"c .t4-d. ?: i WI,D - pp..0c... 3 tiiv..1. picgu p , A,c. Aqo R. 8 4Rb-'I"C ii.ri MC . ci-C'5 .,. _.,,,,,, ....-. ..,....„..7:;:,', L.., CII-(I OIL Goo L. 0,.a . , .,.. . ..„ C4 '.-', ' _ s :CA.t! '. l'PA11V l ec -- .,, ... , ."7 • BT\ty. pR5# et , '3 Tyv PR5#14, 44 14 pw t , . Sw5.0 tYe.),Da D7 .. II 114..0 • .., .... , pi - - f. 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TRANspeamER ii 100 pingp,40 - -,;,tf.: zs".4, .:" ff • :i• Reg 32,)it 420 DIpstaT PRINTER , . , • . . . - „raik 3 , !' '044 OBONFI, .. omunit, goa ',:litiBEL EXT120001.444 TO.D1.0DBD/CATSti oiacolia; Do Nat 6etta PROWL , oR GRUUND CONDUMORS, ' - • • THE COKR/CTOR SHALL pRoVIDKA MARKO UP: OOpi or ME pAtiz BOW(niE Fog MOM. Elk . sHowl.M THE LocATION OP TM OIROUITS HAMM AND Maga Sin AID TM. ..._,_ ililar4 4. THE EXISTING MD TO IFIAR.I.-61t TO BE cuglovia.eiiIK TO 'S sou= AO THE C' BREAKER. !WHO L RSPAREe. (DO N RzioVika juMme). • 4 PatLBOARD SOB IS TO NAVE L MD PliEmotap KATE /14STALLED ON THE DOOR* TifB PLOW . W!1.1 HE& WHITE LT & Ea .i."ASS Titgi .0g3S NtLY INCH HIGH, TO READ A POWAIS - _,..... ASM,;`*. This Ptift3i. Ts rat FMK' MULTI PLa • SOURCW • fat NO WO 5 ''''' intattr 1 . • :u ' Rew:Alro. ,, g; MUST BR Arrat4ergo - wiTeouT OP*NING TO T...6 . TRANSFORMER T-6 IS TO BEDJMNOLIC PLATES INSTALLED ON rros TOP t 2 „, ! A i•IITH WHITE I..EITVIS WA? i.gi* 'Otos olgt my Thas mos. MATES A.RE TO REAP AS Foldai;'3 . VA IMOPENL HAR RNINc • 6 AFTER tXTOPEETION Or USW '.LLAT/ON 'Vet ) PQ igratMLES IN PAN)34 DD102 Asp 74 CLOCKVI S PH ASE ramps MST FX MAIVEAM WO , ba CONAMORE Y M. coattprtwz soarktois pro 'CU Vila iin4 Smpas pi* Myra,. • .. I II VITHOUT'OPOIND DI3CONNFAT wITOO. ' ' . . Asi BrOwil 4o vox. 2' iyoucerOns - Co' ti6 "xu.,ow , ' 116 *ORME S. 120/208 VOLT DOWD= S. : • - 1 8 INSTALL DISGOWNECT 6.$31101: nit TRAIIMPORM4R /DA Saigat To 1 SLAVA .1 FOR MD /0/ONITMING SVISTEK 14.ei BS DV4airiT IIP ftlINDO TO PNOVIDIt ZOill FOR Sid11014 . . ; 7 PANta•S WWI' te 105,031111D, C!,4:110:04.iiillt WM. Mai) 0.101DaR8W DX400141,40T . 34M • /s aw. t nillt:', - '0 BE GE#VP330- DR *MO* • ligg IN0A1•4 , . . o () a at, plyzwAitoig waragt IV CONtei ckoPc ovregt 801r,MVALL; • . wi. vig f,,, P.M04..r mat .10 aut*Stt.iiir, fcg rilum-.(4,4 As: snow ni l'sivatif,. i . A O S ro THE cotourotp 414110100 1 Al 4 X DIP iti 1 t ) r s. a “.144ilit at 4 Covgil 0 1 i . 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I •4 ' All ,- . 1r0Or . . ;;••,P,:.4 ..1.4 ) 04a, . ...... ....... 4 PNL c". PP-9 1= X FMR T-29 75 KvA PINIL CPP- a COMPUTER RstR1 PNL CPPIO INsfaxinokligainamE.111.700 , 1 HUBT tO.t1 ar pruuz"tioss 1 et40 Ttlfa &VW AVITH0 ' • a iniaPiriOwS nom rw minim $.17a. tiA Reltat xF 7.50 CC> PNL CPP 14 0 500A CKT BRKR •••■■•■•■■••■■••■•••■•■■■•■•••■■••0.11.0•0ft.O. XFt1R T$3 150KV Iz [L PN IS Y.Frirs Lk6) Ti 75Kv 0 015T. 15D CP P-1 41) 1. R T7 300Kv Ps POWER DIST. 2 3 4 5 6 7 8 9 10 11 Now12 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 2 I 0? 6i. 81 L 91 51 4 71. EL I R 01, 6 0 /_ 9 1 7 C ow 0 PNL. 400 HZ UPS DIST ® DIsT. Br.) UPS POWER DIST. PNL CCP-20 . , •';,•%'• - •:43..;"•,•;;;„.F.'•"4.•,•ditof)ir- •. • PNL CPP 18 I / L 1 A r ivii T-17 NIT A a A 7Z fl tnt In gur mut ot yEE MACT. RL 1NOTALL k 10i) AMP FM Discoririor *tug Utitoisrogia PitimAgy. Ow ALL emo Niog Mgt " 1°29" V , S • nlIORD Zit* mgt. m. V . nal= paint to weft PLAIT eler ISTALL. NED enstia.10 Pit% ON Lama, s 4.WW,10-4 - To I A AUTIO uv rigajtr, NUA.V1 1 SMAISTS % latte; '1 4 A14.10ii'm INVAL41.11214 CONFIRM ALL Pfert LIzAal(te urns L. sown • se0tEara,P174 5 010/10 MIR t‘' • 4144AILCVN AV RIM Wig •••'"••••4 I -4 .1.1■111. c-PP7 40 H2 MoDuLE tata M ILD ; PNL ECG • - •" , :,`*•4 EXISTING EQUIP NEW XFMRFEED ONLY ...*■101110.0.111. up ROOM_ ELCT$L iZoor16 ROOM- No TI-1 WALL 7 41 „mom iz Mgt ir/* gin?Pc . .` • -Rite 731001 , , ;: • t :100 !a tg`IP:* ' 4 viVilviz RECEIVED crci OF TIJKV.AA SEP G PERPAITENTER • ?Mk* 01 400.0teteott.4 Nu* : Uelz)1.,410,z,L'pt !Ear! Mt Lt..4 ta4P crInft434001i ' • gra L; 1s tei . • '• 041/4040.0.0010304M1471,1, is sIA - 0 1 00 , 4&" Nc 4 , -..„e ir , mr -" Kw i ii t,—..- , -riettorri-rttotrirrese-tn‘ i pepov,,p-w ho wiciegnmorr-vmstmr* , -!.....ww.rro4crs.r . :Teerarivm ,..,4 sr • • • • 0 • •17 • P • ! . .ji , • • • • ,e • f - • • • 9 , 1 r* • • 1 1 ) 1 1 1 1 G )GENERATOR PAD G9L LUG / TrITICAL OF 4. SE" DETAIL C. t uvreraimawirmomotrassuravoiverma sm " ft. " . " P " . " 1 " n wii."."" 4 4 • 1 1 MCI STRANDED ARE COPPER. INCHES OF • SLACK • •1 t 'BETWEEN ATTACHMENTS. SEE D 1 FI3R TYPICAL COLUMN ATTACHMENT. Lj ••••••'` 11•14.01; ) Wwww•••••••••■ 1 1 1 1 •••••••• ••••••••-... • 4.101,40 AMMOMPOLIMML.... m ama. ••••••••• YIMIII■•••• ••■•7•1•1•N.• • • ' •••4 vow. 5?) 1 1 1 1 1 1 1 1 1 dh sn•vvvvosvomm•solsms•••••••orvsvvva•••ramvsvioaes•m•v•r•st••••••••••••••••••tv•*m=av••*•••mmg..... -•• 1 1 2O t4CM STRANDED BARE COPPER • Of FLACK • 8E.T WEER AT T AiHMEN ; rifft TYP;CAl °LUNN' AT TACHMENT 1 1 1. 1 1 750 MCM STRAi4DED BARE CORPER. i ALt 15 INCHES OF SLACK i ETWEEN ATTACHKENTS% 5EE I DETAIL A :s.FOR TYPICAL'COLUMN •ATTAr ENT. 4 •••••••••••..• W.. PM... ••••■••• FTYPICAL OLUMN F'00 , 1EXOTHERMIC WEL6 •"CADWELOn 250 MCA 1 v COPPER 10 STEA ANCHOR BOLT -WELD ! MUST SELOC•TED WITHIN AREA OF BOLT! ENCASED IN -"")14441 c • '"'",0.,At4/45;; : 41 1 171t : ,.-4Mr ( 7 ": 1 1 1 1 1 1 ••■••••■••••■•11.M.... '0 o l tt . <$.t0. r 7'111 1 4). 6 atiZ1 0 13. .4 01 DETAIL-A NOT TO SCALE ) Alilettir,NITTt-To: ROD . '11MNDEP 17 1:1 4R.;Ul! 4' % li n i114.161! (40N 400)4, a4;5 4 • ' t• •, • Fle,Enek4 WAYPWV.F StALER (01( MIST Jr. . v • BARE cOPPERL To a1 i4ouojt.si:smCk Roo .AT. i EAST ■ APPRO - i7rypICAL oRouND ROO LRAM OUTSX1X,p,.... INSTAW,:, ALL'Rpo PER DETAIL 7 1 TY STRUCTUR to' STEL ` ',COLUMN , - 0.1t,1$11_10,D, AND PAINT .WL61 V5I:TH !GENERAL ELECTRIC. "I.G1: .• E 0 DETAIL-C NOT TO SCALE ••••• • • •• +... Ss. . r,:;• •••„:„ /17 0 '611451PICH 1 1 - 4 5 6 7 8 9 . 10 11 44 " " 12 111111VIIIIIIIIIIIIIIP111111111,1111111111111111pITH IIIIHIPITITHIIIIIIIIPITH1111111111111111P1111111111111111111111111111111111111111111 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 0 0E: 6Z 9d LZ 9Z GZ 4 7Z CZ ZZ te Q z 61 8L Lt 91 St VI. C I 1.11 OL 6 9 L 9 G C 1 'sr' 0 1 I I I • • ••, „ . , - ' • • !!` • '• "ir"e • DETAIL- B NOT TO SCALE 111 0 ' N s. 251ItatiiimmELO TO OROuNo: 1 1 . • 351:17219gn..77.1., o* • CONSTRUCTION NOTES THE ELECTRICAL, CONTRACTOR MUST MEASURE THE OMIC VALUE OF THE GROUND SYSTEM PRIOR TO PLACEMENT OF A.Mv BUILDING SLABS. THE „ VALUE muSI BE "4RIT.I.i.:a SY THE OWNER'S CONSULTWT 4 THREE (31 OHMS OR LESS AS DETERMINED PY THE MULTIPLE GROUND ROD • METHOD. COLUMN 0,V SHALL BE THE POINT OF REFERENCE. Z.. C‘ONDO/Trirttt,WW.140Ftetti44,` . - .7E1Ru Pm „, ENCLOSUKS B" 'THREADED HUBS OR' DOUBLE LOCKNUTS . SHALL BE FITTED. 9 Iou T t H 4 E oE O.Z. GEDNEY "i-3LG" OR APPROVED EQUALAND SHALL BE PROPERLY WITH INS6LATED 1;RqUND BuSH1NCS ON BOTH ENDS. BUSHINGS SHALL BE I\DLAWTII0IistIAL E B L AR Ec E T V I r c P C E O R tv: CO . NDUCTOR SIZED PER TABLE 250-95 " "frtk . "WWE6D" iT THICK COWER PLATES EIGHT (8) INCHES ABOVE BUILDING SLAb. 'PLATES MUST BE DRILLED TO ACCEPT THE (10) TWO HOLED LUGS. BOND THIRTY (30) PERCENT OP THE ACCESS FLOOR PEDESTALS TO THESE PLATES USING A #20 ' OARE COPPFR CONDUCTOR, "CADWELD" A in THICK COPPER PLATE THIRTY-SIX (36) INCHES ABOVE BUILDING SLAB. PLATE RUST BE DRILLED TO ACCEPT TEN (10) TWO HOED LUGS. MOUNT A i" THICK COPPER PLATE EIGHTEEN ON INCHES ABOVE BUILDING SLAB. "CADWEW" 1 AWG BARE COPPER CONDUCTOR TO TOP CENTER OF PLATE AND RUN IN PVC CONDUIT TO PLATE IN UPS ROM AND "CADWELD" TO THAT PLATE. PLATE MUST BE DRILLED TO ACCEPT TEN (10) TWO HOLED LU01). I CopPrR PLATE IN - TREhlek4 Li/VOL:1Z vki TC /48 oPiRDS ,p1,NISFIO GRADE I — 8 ••■••••••••• 'COPPER 51EEL GROUND ,ROD 3/4" r',:40 6-1 0:9 0 W 1 gEA MAIHAU4)::„ OM .; YEL):.0 OnN .(84 Sig.14 BASE SAidaikA's tstbdie.. • 4• • • 4.7 r 7777 ..r r•54 i vommavulorms.arrivommwsmv■v•VITv. 411 • 411 Ma '1 6 1990 PERMIT CENTER ) RECEIVED ( CITY OF TUKWILA et • 71 4. 1 4 • • • "." :t2 • " .,;5S --- 1-4 • h ‘. 14.4 •• • kik-in a • .1 NOTES THE ELECTRICAL CONTRACTOR MUST MEASURE THE OHMIC VALUE OF THE GROUND SYSTEM P THE PLACErMMENT OF ANY = (,I' L) I ''...:.' ,. Y it' V A ' T I r - f t t r S _ t , T O B Y T E NO -. EER AT THREE 0111 $ OR LESS AS DETERMINED BY THE MULTIPLE GROUND RO '"THOO . COLUMN} 4 . XX SHALL BE THE POINT Os ' `RRE:NCE . AtiLagg Cltt)WELt) I N TH I S T IN t2 T4 .4ati !+ ¥S R TEST TO THE CADWEt. D TO COt. UMN IN THE EXISTING COMPUTER WING CAOWFL t) TO EIGHT (8) COMPUTER FLOOR PFDE TAL :z Its THE EXISTING COMPUTER WING. INSTAt.I. 6" x30'' x 1 /4" COPPER PL.ATF. N.ATE:' MUST BE DRILLED TO ACCEPT 1WO HO(..t° LUGT, FOR GROUNDING TRANSFORMER. C``>. IN GROUND ROD PER DETAIL Li SRI. !r. -d CA()WEL0 250 MCM !'- TRANOEI) HARE_ COPPER TOO COLUMN PER DETAIL. A SO JE - 4 . ALLOW 1 5 -- 1 6 INCHES; OF SLACK BETWEEN ATTACHMENTS. CAOWFLO TO Ec: 1 GH 1 (8) COMPUTER FLOOR PEDESTALS 24 "x48 "x COPPER PLATE THIRTY SIX INCHES BELOW GRADE. THE FIRST FOUR INCITES OF 1ACKFIL.L MUST BE CLEAN CRUSHED ROCK. 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DATE REVISED JOB NO. ;:+Sr i,4 4 ,s pARE V'4Q T G F4ECi(Ei , 1'o £ E t f" L,V4S 1_1.- ACCEPT ') L.JIRt J F nl aT O R c f f& tit E WIC 1tiMED1ATc•t:y • Do N or ¶APER LOCATION 6 -x-140 64400.140 • PANEL ,C 5 TYPE MAIN BKR biL0 fl ca PATING REFERENCE DWG. REVISION . ENGINEER 5 kmlimamalmoi Mai air .icir=immei • !III! ,.._ _. ammosom uwaymmommaims rim rall=1101111=111111 Airrimm o = amilmillinnammusse inc i miiiiM11111 Mil imi li= 11.1111111= ••=ganww•mamive• ' l -_ 1�� NOTES Teel ..._, of •,••••••• Sheet of ELECTRICAL PANEL SCHEDULE BLDG DATE PANEL TYPE RATING REFERlNCE DWG, NO REVISION �._.. ENGINEER 1s INSTALL Hit CDPm5, PANEL SHOULD MATCH EXISTING DISTRIBUTION PANELS IN STYLE AND MANUFACTURE - 2* UR.)N COMPLETION OF THE INSTALLATION TAG CIRCUIT BREAKERS IN THE POSITION* THE 400Hz INVERTERS MUST NOT HE ENERGIZED WITHOUT T #l/' APPROVAL OF THE MANUFACTURERS REP. - , LOCATI ON FEEDERS FROM lips REVISED CKT. DATE REVISED JOB NO. TOTAL ELECTRICAL PANEL SCHEDULE BLDG DATE 0 '16THSINCH 1 LOCATION 6-6400-140 LOCATION FEEDERS FROM REVISED CKT. . DATE REVISED _ _ •••••■■■•••,,,,,,• JOB NO. LOCATION M ' ME I . .. . 01 1 MIMI 1 MN 1 MIN ':101M0•111111•1 ���. 11 P IMMO �N11111_� MN MINIM MIMI ;MI IIIIIIIIIIN Jcillimiwi.. rim, ... _____ A ....__._ .,. TOTAL 0€ 6Z 8G LZ 92 GZ VZ £Z ZZ 1IIIIIII! II!! 111 1ii !h11111IIl 11111111 !II!ilfl!':11II111I4I11 NMI ..mimmoim_ 11110.111111 011111111111111..11111111111111111111111.1.1111111M. IIIII M °M OM am. _ �_ IIIIIIIIII • 6-6400-140 ','.. +.; -.:• !Y'. f ✓',; " y, ! {r. ;'•:'., '• ' ; �... TYPE 14MNBK RATING —'- PANEL PANEL , REFERENCE DWG. NO REVISED OCT. REVISION ,_.y.,a DATE REVISED ENGINEER JOB NO. CIR WA LOisf) airailINIIIIIIIIIIMiiiiiiiii tr L °CAT ION ,, IIIIIIIIIIII � 1 . fin 1� im till=1111mmam vimarmarmis TYPE MAIN Bg RATING REFERENCE DWG. NO REVISION ENGINEER Shoo BLDG 1. INSTALL PNL Ci'P. 2O, PNL IS TOP FED, WITH TOP' MOUNTED 225A SHUNT TRIP MAIN 'r3REAXT;R, DOOR IN DOOR CONSTRUCTION. MANUFACTURE OF PNL SHOULD MATCH EXISTING FNIS.n 2. CLOCKWISE PHASE ROTATION MUST BE MAINTAINED FOR ALL PORTIONS OF THIS INSTAI:LATION. �w COORDINATE CONNECTION OF THE SHUNT TRIP WITH 1R SANDERS OF SECURITY PACIFIC BANK* lam ATTEMPT THIS CONNECTION 'WITHOUT TIII; OWNr_RS API'RCV AL. 4, UPON COMPLETION OF INSTALLATION TAG ALL BREAKERS IN THE ,,O,,��"',,F_ POSITION; POWFAI MUST NOT BE APPLIED TO THE COMPUTER WITIIQL'T THE APPROVAL OF THE AMDAHL R;; ?. S ,.'SST TYPE WRITTEN COPY OF PANEL SCHEDULE ELECTRICAL PANEL SCHEDULE TOTAL ELECTRICAL PANEL SCHEDULE BLDG DATE LOCATION FEEDERS FROM DATE LOCATION , FEEDERS FROM 6-00. -140 REVISED CKT. DATE REVISED JOR NO..__.. I l i l i l i l i l1l l l l l,l11 1 11 .11 1 11 1 , 2 3 4 5 6 7 8 9 10 11 ,Ija W6" 9"1" 12 NOTE: If the microfilmed document is leas clear than this notice, it is due to the quality of the origii:nl document. LZ 03 5L 91 a 91 St yl Cl El II 06 6 8 ! 9 c +, 11 !IIIIIA!!I1!! illy!( I! I! IIiII11 I I!{ I!!! IIII !IIIIIII!IIIIIIIIIIiiiI1111! 1 I!! II! 1! 11 1 !!Illllli!,I!IlIll!IIIiIiI ill1 il11h1111Illilli f{illllii;!!ih!!I !Iilll E Z I W W n IM MO BLDG PANEL C _ P2 ... 0 TYPE MAIN RATING REFERENCE DWG. NO. REVISION ENGINEER •+.w•wr0••∎•• M•I�.r.r •� � �- ..••■••••• J __ _ - _' 1 ELECTR ICAL PANEL SCHEDULE DATE LOCATION FEEDERS FROM REVISED CKT S •••••••....••.... ChEEZE REVISED JOB NO. CIR j ` L OAD Mil LOCATION Ili li !ISTI\: 11111111V2 aii .� R: r� ,.,.r_. lllV V V 1 I• T - .r 1 IPT:,rt : 1 . .. Ir . V IIIIIIIIIIIIBIIIIIII LT: Via 1.41111110 MIN 11 rim 1:�fi.]�►�i1 S pA } y M L7. .� !NI! ;f111 1111111111.1..n IIIIIIIIIIIIII INN ni Fil li k ill11 :1 1111 MINIUM !I __________________________MIMMEM111111111111MMINOMIIIIIIIIIIIIIN -rte milommimmmilmmumilliiIIIIMMINIt .1I •1111111 1111111.111111111. V Sheet _.__. of TOTAL Mi.= PANEL TYPE MAIN BKR RATING REFERENCE DWG. NO REVISION ._._ ENGINEER ELECTR ICAL PANEL SCHEDULE BLDG DATE , .....MINI..,... JOB NO. Sltuot of .._,_.. TOTAL`. - - - LOCATION FEEDERS . FROM 6-6400-140 REVISED CKT. DATE REVISED 6-4400440 I RECER1ED r.RY O1 SEP 6 1U ' PERMIT CENTER • C) il e >s..o La) ,r, • d :r.: O, (-) N C Cr, Z w SC W U a w > 1-. © U cc a .ON U NI O. • Li O :: !LJ •ir d Co C` Cc, CO f\ NI V n � ®et as a to es a if3 Ul IN a U DRAWI NO • X711+_ "�"., .�.y r ... u r''. ,.. CIR FRAME S IRE S Z LOAD is B • — LOCATION .._ . -p MI M iraIMINIPPr MI e NEM 111111111111111141M4 � r r .0 � � 1 INIII 12 ON IVI ---- Fd r"•...masmit. + % -2.mil 1111111=1111111 MOM icim?"'" 4...s. ., _____ INNInii _c • ; •1 . -.. - ----- 4 c a I RIMOMIIMM 4-- . : MIN . t- 111111PAIIIM 11=111=111111111114.4.'4iiiiii r iE i ,ui.. a l l'X44rdIlt■IF , Ir•flaIIIIIII • �l :�I►.l 2? .. r ram 111 :44.4" l[ Mud. - IBC 4•• inialliiiM NAM 1 — isrammiumme• : animmo Dim MIwil mo 1 = se,......._ ..." 1. — I•nional 6- 6400 -140 c4 .r.iaxs.. TOTAL CIR F 3 . S S Z LOAD LOCATION nowt • r II_ _ 13a 3P . / • a r � sun _ LL .fit ............ . 'i ��i »• T�..= — MI NM lria al II 4 c a bar.mmomiti 4310100,4"rmare :, _MEI I. ..4Ili■c ._.__ a - Id X 1491 -,111MINIPM NM 4 ' 121 ■ r4: Mil VD �� I �•lk ig .. ...w 22. �.�illI . :4_41,41Itillar W) F MI AN -- me MN • k � 1 Sheet _. of TOTAL. 1 6- 6400 -140 CIR F RAM LOAD _ p LOCATION 1 , Igial - --- _"'-- f■ dikaallillin 1 • amrpr.mmnmmmuta NEM MIN= NM ILINIWNININI �S 1111111.1111 l A!I#ii� f _.._. .... - • ir _ • AN. 11111111[1111/ ..n:.SalIl , NM= _ I I .ii. Elm i•I 4c 1 ommoi in mom :.. mrl■rullii tin ,t.--u=im -t t.. rim! Ill. - ill- ------ 1 trimeM .111 .... Mir' 44 slligtalimui Mull •- iffillIM 22. 11111 411>ININf► 4 iiiImminiMIMMIII - - ... r All --- PIM 111111 Mill _, _ Slweet of TOTAL 1 __ - - . 6- 6400 -140 FRAMES WIRE CIR S S Z LOAD a B El LOCATION • X11 ~ r � i I:�1 :Iif c it ► 111111111111111111111111111111 . •. a trali r� im11 J .. P.11111 �I ii ;, 41 01.1110.1111111 ■lr _ 1 3 0 f e • __ 21b 11111 UN a L!'_: •. ar LO � EN . I IIIIIMIIIII - . &Y 1O l _+�. ____ irlI f�..� l 111111111111151 3i i ii rP".41114116... .: 4 in NECNIENNIAMM MUM a Li • �"_ r. tit t U - Mr e ____ m OMB = V ''� • r3. .,41111 .11 „ V 11:1 NM NIIIP' 1111 g.0 4111 611111111EMI VIIIIMMIKa 1.7411111,291110= ____ `'ili - AR A3' . P M • := ilr r itignimmffmAIIIIII A . I ' ► IN i'iTr',P 11 & . = pnimmi Shoot ¢ •• - -4-• af TOTAA. L___ - 6-6400- 140 FRAMES WIRE CIR FRA & A S ZE LOAD A C LOCATION I. KWICOPM711IIMMM .4111111111111111111111111 • w . ---- h, NMI MN • 1�r�"M� 1 1 IIIII • NIv�l�� \ It __- _. K • �1M 13ar MANNHIN N Rt_iLt; Bum - 1 VAN _ t. . :.. mom nom ____az._, RINI fi MI .. tJ � t --____ L - _-_Er_ —_ UNII )r• ININ ilIM __ IIM NMI ..a r. J - {'T t 4 Au_ _. 1 � I. i • . ., ` ---- - M B — I 11 • ff ; pm mo Sheet _ o f ... TOTAL. 6-6400- 140 SI�.M., WIRE Fd 4-- CIR F RAM LOAD _ p LOCATION 1 , Igial - --- _"'-- f■ dikaallillin 1 • amrpr.mmnmmmuta NEM MIN= NM ILINIWNININI �S 1111111.1111 l A!I#ii� f _.._. .... - • ir _ • AN. 11111111[1111/ ..n:.SalIl , NM= _ I I .ii. Elm i•I 4c 1 ommoi in mom :.. mrl■rullii tin ,t.--u=im -t t.. rim! Ill. - ill- ------ 1 trimeM .111 .... Mir' 44 slligtalimui Mull •- iffillIM 22. 11111 411>ININf► 4 iiiImminiMIMMIII - - ... r All --- PIM 111111 Mill _, _ Slweet of TOTAL 1 __ - - . 6- 6400 -140 FRAMES WIRE CIR S S Z LOAD a B El LOCATION • X11 ~ r � i I:�1 :Iif c it ► 111111111111111111111111111111 . •. a trali r� im11 J .. P.11111 �I ii ;, 41 01.1110.1111111 ■lr _ 1 3 0 f e • __ 21b 11111 UN a L!'_: •. ar LO � EN . I IIIIIMIIIII - . &Y 1O l _+�. ____ irlI f�..� l 111111111111151 3i i ii rP".41114116... .: 4 in NECNIENNIAMM MUM a Li • �"_ r. tit t U - Mr e ____ m OMB = V ''� • r3. .,41111 .11 „ V 11:1 NM NIIIP' 1111 g.0 4111 611111111EMI VIIIIMMIKa 1.7411111,291110= ____ `'ili - AR A3' . P M • := ilr r itignimmffmAIIIIII A . I ' ► IN i'iTr',P 11 & . = pnimmi Shoot ¢ •• - -4-• af TOTAA. L___ - 6-6400- 140 FRAMES WIRE CIR FRA & A S ZE LOAD A C LOCATION I. KWICOPM711IIMMM .4111111111111111111111111 • w . ---- h, NMI MN • 1�r�"M� 1 1 IIIII • NIv�l�� \ It __- _. K • �1M 13ar MANNHIN N Rt_iLt; Bum - 1 VAN _ t. . :.. mom nom ____az._, RINI fi MI .. tJ � t --____ L - _-_Er_ —_ UNII )r• ININ ilIM __ IIM NMI ..a r. J - {'T t 4 Au_ _. 1 � I. i • . ., ` ---- - M B — I 11 • ff ; pm mo Sheet _ o f ... TOTAL. 6-6400- 140 Fd 4-- FRAMES WIRE CIR S S Z LOAD a B El LOCATION • X11 ~ r � i I:�1 :Iif c it ► 111111111111111111111111111111 . •. a trali r� im11 J .. P.11111 �I ii ;, 41 01.1110.1111111 ■lr _ 1 3 0 f e • __ 21b 11111 UN a L!'_: •. ar LO � EN . I IIIIIMIIIII - . &Y 1O l _+�. ____ irlI f�..� l 111111111111151 3i i ii rP".41114116... .: 4 in NECNIENNIAMM MUM a Li • �"_ r. tit t U - Mr e ____ m OMB = V ''� • r3. .,41111 .11 „ V 11:1 NM NIIIP' 1111 g.0 4111 611111111EMI VIIIIMMIKa 1.7411111,291110= ____ `'ili - AR A3' . P M • := ilr r itignimmffmAIIIIII A . I ' ► IN i'iTr',P 11 & . = pnimmi Shoot ¢ •• - -4-• af TOTAA. L___ - 6-6400- 140 FRAMES WIRE CIR FRA & A S ZE LOAD A C LOCATION I. KWICOPM711IIMMM .4111111111111111111111111 • w . ---- h, NMI MN • 1�r�"M� 1 1 IIIII • NIv�l�� \ It __- _. K • �1M 13ar MANNHIN N Rt_iLt; Bum - 1 VAN _ t. . :.. mom nom ____az._, RINI fi MI .. tJ � t --____ L - _-_Er_ —_ UNII )r• ININ ilIM __ IIM NMI ..a r. J - {'T t 4 Au_ _. 1 � I. i • . ., ` ---- - M B — I 11 • ff ; pm mo Sheet _ o f ... TOTAL. 6-6400- 140 Fd 4-- FRAMES WIRE CIR FRA & A S ZE LOAD A C LOCATION I. KWICOPM711IIMMM .4111111111111111111111111 • w . ---- h, NMI MN • 1�r�"M� 1 1 IIIII • NIv�l�� \ It __- _. K • �1M 13ar MANNHIN N Rt_iLt; Bum - 1 VAN _ t. . :.. mom nom ____az._, RINI fi MI .. tJ � t --____ L - _-_Er_ —_ UNII )r• ININ ilIM __ IIM NMI ..a r. J - {'T t 4 Au_ _. 1 � I. i • . ., ` ---- - M B — I 11 • ff ; pm mo Sheet _ o f ... TOTAL. 6-6400- 140 Fd 4-- - FRAAA-S CIR . . S LOAD A B ii LOCATION £• = = 1 • III p�Pr i ?a �► o • a a 1 W r MEN L 1.. WM ;MI ;a 0 I • - c, IIIIIINii r- -- -- 1 1 veil ;Ai 4 c C - REC. Eff` . y 4_ • l J ... ti 5r. -.-_ "' r•' O 2 C nE<- E MI P _ ET_ Z. En ......1=11 ;i' ... PIN p T + Sheet _ TOTAL 6- e400 -14Q - WIRE CIR S ZE LOAD A 8 C LOCATION maransirs 9 1 1I _ h - .t..1 INN 130 - �� �!IMI u N t...(..„1-: ¢7 a r v. - e.. ° - t• IN= • 11110111111M11 Emil 1 _ -c r am I . =i 4 t. AIM __AA- R,17 alelriI19111111 , c G . • -- MN MINN . • y 4— eall _.__i VIM PM - - - gia .. MUM 1:-. IN� _ ,. iiiMill "E1-1- Sheet of — TOTAL 6 -6400 -140 • f i St V PANEL C P P -- 21 TYPE •. uxt_i20v V 5 MAIN BKR. RATING REFERENCE DWG. NO REVISION ENGINEER DEFERENCE DWG. NO -- REVISION ENGINEER ELECTR ICAL PANEL SCHEDULE BLDG DATE LOCATION 4 4 0 3 2 GRD FEEDERS FROM _,•.0 E .. ' A - REVISED CKT, DATE REVISED JOB NO ELECTR !CAL PANEL SCHEDULE BLDG DATE PANEL CPP -25 TYPE 208Y 120V 3 i 5w MAIN BKR. A LOCATION FEEDERS 2GRD FROM C f► ' 4 A V I A TA_ 5 REVISED CKT. DATE REVISED JOB NO. ♦..... µit A , o•. r r -.•., %. ELECTR ICAL PANEt SCHEDULE BLDG DATE PANEL C P P-- 2 2 LOCATION TYPE a 0 8 Y MAIN SKR. RATING REFERENCE DWG. NO REVISION_,,,,. ENGINEER PANEL C'. PP-26 TYPE o�aAIN SKR. 12 0 V 3 5W R. 2 5A - ' — REFERENCE DWG. NO REVISION. —,,, ENGINEER FEEDERS (AL4A 2GRD FROM C 'J REVISED CKT, DATE REVISED JOB NO. ELECTR !CAL PANEL SCHEDULE BLDG LOCATION 0£ 6Z 8C LZ 92 GE h2 £Z IIIIIIIIIII HIII111III11!I!11IIIII!! 111 !Iliffillf(Ili!! Ill!I JOB NO. x a DATE FEEDERS 4 0 2GRD FROM CDP REVISED CKT. _.._ DATE REVISED i i • PANEL TYPE 2 Q E3 (Lakta .. a W MAIN KR. RATING REFERENCE DWG. NO REVISION ENGINEER, PANEL CPP-27 ELECTRICAL PANEL SCHEDULE BLDG DATE OmffilleirigNa TYPE 208Y/120V 30 5w MAIN BKR. 22 5 RATING 75 (AI REFERENCE DWG. NO, REVISION ENGINEER„ LOCATION FEEDERS 4 4 /6 ,2GRD FROM - r P- 4 A� I a,"" ---- JOB NO. REVISED CKT. DATE REVISED ELECTRICAL PANEL SCHEDULE BLDG DATE 1- call :,,,,,r...:;;!.'1.05,,...1:,'"-,:,,,,,:e",,'. ,.. :x ... •.. - .° , �. r. ... .... _:. ., : r , ... , M � ' . ...:v .. s . ,� x .. + f". .,: .-a .x ^ , D .+ �, v _ i K " .rt , ta '+ ,.c t ,. ,. l ; - ar ' ♦ > ✓,. ., . � ir.? .. �. .. .. .••., r - . rx . n .�?"•.,t. ,..>: +F'i , ..$r , .1 . �' ,�t r. x ,rn n �; r� }t3• s y1 .„'ti - £ .., .•.: .. . -.. r ,. �.�. ., - " +.. .! .. ^. � .• � �';. i {iK•Y , r.-1 ,. .r ✓`. ?" ^:.. _.r :•"1,' ': : �- Jr ' -.<. ■ l� .P.�! r 'r' �a's rt'^....: .i :fr . ' / /1 /1 ^ 1 II1�111' 1I1�11111IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII�IIIIIII�III III�II! Ii11111 111111 111P11 1111111 111 ^ 111 1111 l 111111 111'111 0 td THS INCH 1 2 ' 3 4 5 6 7 I 8 I 9 I 10 I I M I awwY I i 1 12 NOTE: If the microfilmed document is .leas clear than this notice, it is due to the quality of the original document. 0 ZZ l2 oz 6l ' 8l LI 91 SL 'i Ci tit Li QI, 6 e Z. 9 5 4 E: z L w s 0 !II I I!!L!! IIIIHIMI II!f III!I MI II ( , I I ; 11 r1 � �� l.: it •I ► �il i lhi l� I, ! I I i I L I ,hl IIIIIiI I ��tllil�illli,lll�l III1. Illfill!III III; I Il( i ll , IJi fi I I i 1, , ILIIi,III;,i I I !il� .�I �Illll, III Illi� !l11,11�I �,IiIIIIII LOCATION FEEDERS 4/0 2 GRD FROM CVP4A 2 IA TA -7 REVISED CKT. DATE REVISED JOB NO, PANEL .0 P DI TYPE 2 G"EY 120 V MAIN SKR. RATING REFERENCE DWG. NO„ REVISION — ENGINEER ..• • imminimil •"� ell a '�4 -�n�l Ic sm. VIIIIIIIMIIIIIIMII= IINININIF/0= eV. MOM IM . itin WIN ■ .10 ■rte_ CIR WIRE oimummir 1. P1111 i r. : 37= 111 31 . oun 4 22 LOCATION FRA/ In MI MOM MINIM Sheet _ of PANEL C PP-28 TYPE 20E' 120 3 5 w MAIN BKR. A RATING 3 SW BLDG REFERENCE DWG, NO REVISION ENGINEER ELECTR ICAL PANEL SCHEDULE LOAD LOCATION FEEDERS FROM TOTAL ELECTR ICAL PANEL SCHEDULE BLDG DATE • DRAWING NO DATE P -44 V IA REVISED CKT. DATE REVISED JOB NO, IN 41i r49r_.dnginIIIIIIW S. - MIME= Illiallialll tatftfilleMSINIMEEMMINN MOM MN NM =MINIM diMMINEMInno REVISED CKT. DATE REVISED JOB NO. LOCATION FEEDERS (4) 4/0 2GRD FROM C 4A t Q TA - 6-6400-.140 RECEIVED 4ITv OF Tt1XVYII.A SEP 6 1990 PERMIT coon • f i St V PANEL C P P -- 21 TYPE •. uxt_i20v V 5 MAIN BKR. RATING REFERENCE DWG. NO REVISION ENGINEER DEFERENCE DWG. NO -- REVISION ENGINEER ELECTR ICAL PANEL SCHEDULE BLDG DATE LOCATION 4 4 0 3 2 GRD FEEDERS FROM _,•.0 E .. ' A - REVISED CKT, DATE REVISED JOB NO ELECTR !CAL PANEL SCHEDULE BLDG DATE PANEL CPP -25 TYPE 208Y 120V 3 i 5w MAIN BKR. A LOCATION FEEDERS 2GRD FROM C f► ' 4 A V I A TA_ 5 REVISED CKT. DATE REVISED JOB NO. ♦..... µit A , o•. r r -.•., %. ELECTR ICAL PANEt SCHEDULE BLDG DATE PANEL C P P-- 2 2 LOCATION TYPE a 0 8 Y MAIN SKR. RATING REFERENCE DWG. NO REVISION_,,,,. ENGINEER PANEL C'. PP-26 TYPE o�aAIN SKR. 12 0 V 3 5W R. 2 5A - ' — REFERENCE DWG. NO REVISION. —,,, ENGINEER FEEDERS (AL4A 2GRD FROM C 'J REVISED CKT, DATE REVISED JOB NO. ELECTR !CAL PANEL SCHEDULE BLDG LOCATION 0£ 6Z 8C LZ 92 GE h2 £Z IIIIIIIIIII HIII111III11!I!11IIIII!! 111 !Iliffillf(Ili!! Ill!I JOB NO. x a DATE FEEDERS 4 0 2GRD FROM CDP REVISED CKT. _.._ DATE REVISED i i • PANEL TYPE 2 Q E3 (Lakta .. a W MAIN KR. RATING REFERENCE DWG. NO REVISION ENGINEER, PANEL CPP-27 ELECTRICAL PANEL SCHEDULE BLDG DATE OmffilleirigNa TYPE 208Y/120V 30 5w MAIN BKR. 22 5 RATING 75 (AI REFERENCE DWG. NO, REVISION ENGINEER„ LOCATION FEEDERS 4 4 /6 ,2GRD FROM - r P- 4 A� I a,"" ---- JOB NO. REVISED CKT. 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DATE REVISED JOB NO. LOCATION FEEDERS (4) 4/0 2GRD FROM C 4A t Q TA - 6-6400-.140 RECEIVED 4ITv OF Tt1XVYII.A SEP 6 1990 PERMIT coon .1 r ••1[0•6111.1•1MONI• •• • EXISTING HALON 1/ 2 -- 0 -- 7 f .1.11.1M ■••111111MAIMOMM 4' r ..M,••■••■ 7 480V PANEL CDP • MG CONTROL UNIT II 2 SOMMII• CDP- - 3090- 3090- I -0 • • , - n 0 z • • • EXISTING SWITCHGE AR PAD -- • 6 NCH 2 3 4 5 6 7 8 9 10 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the 9riginal document. - 2 4 // e 3s/3/0 .02 RI) -2"C ® (3) 300 MUI EA — (3) 2 Y2. © V) SPIRAL $40uND ti I - 2 ALUM C • (14Plii Tv./ Stir) pa — IY4t " , • , c , •• 1 1 1 1 , 1 oil !rill 111111111111411:1r1W111111111iiiiiiiiiiiiiiipiiiiitlippiliwilly11111111111111101111111111111111111111111111,11111wHiliwillit111111 tst•'; 11 )445 GERItANY 12 410 OC 6"Z 8d s 9Z GZ 1 7Z EZ I OZ 61 8 t 91. GL 4 , 1. CL Zt LL OL 6 8 1 9 S t, rol 0 oolowlememommalllwavasawrommavoiraramasamurrrolimowromol •••■■•■• •••■■■•••••■• mm..1•11.••■• •••■10,1•■•• NOTES 3 4 5 2 I 4 MO CONTROL UNIT PLATFORM IS TO BE CONSTRUCTED BY THE CONTRACTOR. THE PLATFORM IS 9'4"Ox 2'4"W x 2'6"1 THE PLATFORM IS TO elE CONSTRUCTED OF A STEEL FRAME AND CODE *mune SHEET ' METAL. tHE PLATFORM MUST MEET ALL NEC REQUIREMEW FOR 480V WIREWAY. THE PLATFORM OW BE SEPRED TO THE THE BUILDINO SLAB AND MEET THE SEISMIC DESISN OFTHE FACILITY. PA/NT riKE PLATFORM TO MATCH THE CONTROL UNIT.,THE CONTROL ON/T WEiGHT Is 14M) LBS. THE CGN1RACTOR IS.ADVISED THAT A' REMOTE,. ANNUNCIATOR -PANEL AND EPO WIRING FROM THE CONTROL UNIT PrilE REQUIRED. DETAILS WILL SE SHOWN AFTER REVIEW OF SHOP DRAM Me PADS ARE TO BE 4" THICK. A WISH OENSITY RUBBER ISOLATION PAD MUST ae INSTALLED UNDER EACH MS. ALL CONDUIT ENTRANCE$ TO Tlif CONTROL MILT PLATFORM ommiriuse A OROUNDINO BUSHINO. DO NOT L j P4D Ally CONDUIT ON THE CORt I . INSTALL NOISE wArksioe SIGN 0$ ENIRAINCES TO THE storm ROOM' RECEIVED CITY CF TUIONKA 6 1990 PERMIT CENTER O 0000002 o nessomm • a © 11.1 U.I Z C.) us us 5 1.---. x us wx 0 0 t 0 Ui 0 U, 0 w 0 2 0 114 afit tom ct Ui O 0 811101401111111 eta el at DRAWN* NO. • ,