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Permit 6266 - WW Grainger - Addition and Remodel
Qs i / � ... ..., .,. .:, .. .a. .p• ., ,�. ,. r; . t.r ' :',a .: �'v� ,. �iQ.. .. 8 i4 . Ecnixt'If��. �IR., :�..7���1•�Mf.. .', M�f _ IIR , _ _ __ , . .� ' . L. 2:(� .. . r: ' °' ", ;,it;j[::? is ;1.,,ird ?,::...:g�,. .......... NAMEOFDEVELOPMENT: W. W. Grainger DATE: Januar 24, 1991 DEVELOPMENTADDRESS: 6725 Todd Blvd. S., Tukwila, WA 98055 PERMITNO.: 6266 _ _ CASH ASSIGNMENT NAME: W. W. Grainger TEL NO. II SHALL BE REFUNDED BY MAILING TO: ADDRESS: 5500 W. Howard St. (plasm print) CITY/STATE/ZIP Skokie, IL 60077 Attn: Robert Bishop DESbwarTidFrOK P§ibBec2 t (FEFIRENCE ,� •,,. , rte ,,,,; �. ;..� .. ,, Com•lete installation of roofin: mineral cap sheet on the warehouse addition so roofing will be a Class A fire ratin.. , /7 As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent In the amount of $ 9,000.00 ($150% of value to complete work described above) and attach supporting uooumentatton ror value of worn. I will l have mitt worn cameo out and can tor a nrue inspection ay rots (Sate: ( 3 J 25i 91 ), or risk having the City use these funds to carry out the work with their own contractor or In-house manpower. II I fall to car y out the work, I hereby authorize the City to go onto the property to carry out completion of the above deficiencies. I further agree to complete all work listed . • ve prior to requesting inspection and release of these funds. SIGNED: 4 # . . l.r/r.� Alan Peterson TITLE: Project Manner, Poe Construction, Inc. CITY RECEIPT NO. c, 4-- .5 c d :i -i:; ,; iv. ; ::. I 1 :1711 THIS FUND 1$ AU ORI2ED T .. as ACCE - TED. SIGNED: , DEPARTMENT HEAD' v j i AMOUNT: - q op • , o b , /7 CASH 0 CASH EQUIVALENT DEPOSITED THIS DA CITY RECEIPT NO. c, 4-- .5 c d RECEIVED BY: 002 • :3/91 11.43 FAX 206 431 3665 Tl1K PUB WORKS City o., ukwlIa DEVELOPER'S PR JECT WARRANTY REQUEST FORM 72 HOUR NOTIFICATION PON INSPECTION AND RELEASE OP FUNDS DEVELOPER'S REPRESENTATIVE: CHECKED BY: a' 4 - _ AUTHOR QED BY: Upon completion through Section 2, Finance personnel shall send copies to: - Develooer - Finance Department - Permit Coordinator, DOD All work Identified In Cation 1 of this fnrnt has now haan mmhiatarf and returned to department which authorized warranty. I hereby request Inspection and release of my castvcaah equivalent. DATE: P'1 j x 0 ',1 y * py y f ^ ix ' t oroS I have review he above w rk and found it acceptable and therefore .'•` . "�`" ' authOrize the • aae oft , .. n aselgnmarn. DEPARTMENT: ; t - e f►,,'M1 i AMOUNT: CASH EQUIVALENT - LETTER AUTHORIZING RELEASE RELEASED THIS DATE: 3 CASH CITY CHECK NO. ,. 70 RELEASED BY: , FINANCE DEPT. Upon completion of entire form, Finance personnel shall send copies to: - Deveboer - Finance Department - Permh Coordinator, 000 PROJECT: ( , rp,1n(Py PERMIT NO. ( )(S) 0W SITE ADDRESS: UnQC5 — RA d ) DATE CALLED: c9 — ci) TYPE OF INSPECTION: F1 n O,\ ( DATE WANTED: 7)-- I- j --01 ] D . m . o.m. SPECIAL INSTRUCTIONS: �� i s M • , , REQUESTER: 1 t a Mae is A • PHONE NO.: 67 5 a a ► 3 o b • o, a INSP CTION RESULTS /COMMENTS: ge, e e ., ,fit r ,( v , - (e - lJ� c 7 /C.r A', „e ,y INSPECTOR: , (J.,,_ �- lti Ul-, DATE: :3-4:3 ^-9/ N�FY1�5±3'x'41i CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 C ILI M! b7Sn'!'AY :xL it!Nsh } T" 4 6M P4 V islrft.161 d:' ' 2CFS( 17�c1 INSPECTION RECORD 6300 Southcent r Boulevard — #100 Tukwila Washington 98188 POE Construction, Inc. 3207 "C" STREET N.E., AUBURN, WASHINGTON 98002 March` . 8 , 1991 (208) 833 -2400 MAR 111991 CITY OF TUKWILA PLANNING DEPT. Mr. Duane Griffin City of Tukwila Dept. of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 Re: W.W. Grainger Additions and Alterations 6725 Todd Blvd. S., Tukwila, WA .:Permiit . #6266 Dear Mr. Griffin: • 575 -4283 The roofing installation at the above referenced project has been completed and now meets a Class A fire rating. We hereby request you release the $9,000 cash assignment held by the City per the Developer's Project Warranty Agreement, dated January 24, 1991. Attached is a copy of a letter from Manville Corporation certifying that the roofing installed meets a Class A fire rating. Please contact me if you need any additional information. Sincerely, FAX: 939.4805 February.27, 1991 Mike Bosnick Bosnick Roofing, Inc. 2915 68th Ave. W. Tacoma, WA 98466 RE: W.W. Grainger Building' 3207 C. St. N.E. Auburn, WA 98002 Permit #6266 Dear Mike, This is to inform you that the Manville specification 3GIC that you have installed on the above mentioned building has been tested by Underwriters Laboratories and meets the requirements for a U.L. Class A fire rating. Should you have any further questions, please feel free to contact me. erely reston Rudderow Sales Representative Manville Sales Corporation MvL Manville cc: Allen Peterson, Poe Construction Manville gales Corporation East Third and Hatbor Streets • Post 0Mca Box 691 • PNtsburp; CA 94585 •. 416 432.6429 • FAXs 415 432.0727 • POE Construction, Inc. 3207 "C" STREET N.E., AUBURN, WASHINGTON 98002 (206) 833.2400, • 575.4283 • FAX: 939.4805 January 24, 1991 'Mr.'Duane Griffin City; of Tukwila Department of Community Development' 6300 Southcenter Blvd. - Tukwi'la, WA 96185 ,. W.W. Grainger Additions and. Alterations 6725 'Todd .Blvd. S., 'Tukwila, WA Permit #6266 Dear Mr. Griffin: As we discussed, W.W. Grainger needs to occupy their new warehouse ., expansion prior to final inspection of the proJect. The cold and wet weather we have experienced over the past few months has prevented us from completing installation of the roofing cap sheet. Therefore, the roofing does not yet meet the Class A specification required by the City. As you can see on the attached Manville literature, they do not recommend installation of the cap sheet below a temperature of 50°. We intend to complete this work as soon as weather conditions permit, and in no case later than 60 days from today's date. The attached Developer's Project Warranty Request Form is submitted for your approval. The value of work to complete is $6 ,000. The cash assignment is provided at 150% of the value of work to complete. A an Peterson Project Manager 'Sincerely, Mike Bosnick Bosnick Roofing, 'Inc. 2915 `68th Ave. W. Tacoma,, WA 98466 RE: W.W. Grainger. Building' '3207 C. St..N.E. Auburn, WA 98002 Permit #6266 Dear Mike, This is to inform you that the Manville specification 3GIC that you are currently installing on the above' mentioned building has been tested by Underwriters Laboratories and meets the requirements for a U.L. Class A fire rating. Should you have any further questions; please feel free contact me. i.ncerely, ) 1 Preston Rudderow Sales Representative Manville Sales Corporation cc: Allen Peterson, Poe Construction MenvHle 8e1es Carper orporanon East Third and Harbor Streets • Post Office Box 591 •Phtsburg, CA 94585.415 432.8428 • FAX: 415 492.8727 iF 27 11:41 BOSNICK ROOFING INC 9.0 Special Roof Applications 9,1 Phase Construction. One of the greatest hazards of roof construction is the application of a roofing system in "phases", where a partially completed roof system is left exposed to the weather, even overnight. This can lead to entrapped moisture which) can cause premature failure of the membrane. 0.1.i Apply no more roofing materials than can be completed in one day. This means finished membrane MUST be installed the same day. Water cut -offs must be installed at all exposed edges and removed when application is re- started. 9.1.2 If aggregate surfacing is not possible, a glaze coat by mop or squeegee application of hot asphalt of approximately a - lbs, per 100 sq. ft., may be applied over the surface of the asphaltic rooting system. How- ever, care should be taken that an excess amount of this glaze coat surfacing is not applied as this will cause slippage problems. 9.1,3, Aggregate surfacing may be postponed for up to 6 months over fiber glass roofs, provided valleys and tow • spots are glazed with 8.10 lb. /sq. of the interply asphalt, Inspect And repair membrane as required before surfacing. 9,2 Culd Weather Application 9.2.; BUR Coke Weather Procaotiulis. Roof applica- tions below 45 °F, require special measures to insure proper performance of the roofing system. Manville strongly recommends the following guidelines be fol- lowed when applying built -up roofing systems in cold weather. A. Remove any moisture from the deck surface which may cause poor adhesion or skips in the mopping asphalt which can entrap moisture within the rooting system. B. Store materials in a heated warehouse or closed heated trailer immediately prior to installing. C. Do not overheat the asphalt. Insulated asphalt lines and roof top equipment should be used, D. Do not mop more than 6 feet ahead of the roll; embed the rolls into the hot asphalt immediately, E. When using machine application lightly squeegee all fiber glass ply felts to assure adhesion. F. install only as much roofing material as can be completed and covered in one day. G. Use the Wind Chill Table above as a guide to determine the true temperature on materials and per- sonnel, H. The use of temporary roofs should be strongly con- sidered if construction schedules require roof applica- tion In cold or rainy weather. 1. Application of Cap Sheet at Ambient Temperatures between 50°F and 70°F. To obtain the necessary conformability of fiber glass Cap Sheets in cool weather, Manville recommends that the Cap Sheet sections be limited to maximum 12 foot lengths and fully backmopped in hot (approx. 20 °F above the EVT) asphalt, prior to flopping the sheet into a full width mopping of asphalt applied to the ply felts. MI v ‘IN U ',, •r ni Wind Chill Table Dry Bulb Ambient Temperature (F) Wind 50 41 32 23 14 5 -4 -13 -22 Velocity Equivalent Temperature ('F)-- (Equivalent In cooling (MPH) power on exposed flesh under calm conditions)_ 41 32 23 14 5 • -4 -13 -22 28 19 10 1 -9 - 1114 -27 16 7 4 •- 15] -28 Calm 50 5 48 39 10 41 30 t5 30 23 12 0 13 26 -36 20 32 19 _ 7 • 6 -18 31 -44 25 _ 30 - 18 3 9 -24 36 -51 30 28 14 1 13 -27 . 40 -54 35 27_ 12 0 15 -29 -44 -58 40 27 12 -•2 ...17 -31 45 -60 45 _ 25 10 4 18 -33 -47 -60 50 25 10 -4 18 -33 47 -62 Increasing Little Danger Danger Danger From Freezing of Exposed Flesh (For Properly Clothed Persons P. 1 -36 -49 -49 -62 -58 -71 •• 63 T -78 69 -81 -71 -85 74 -89 -76 -89 78 -90 Great Danger 9.2.: SPM Cold Weather Precautiortg. Root applica- tions below 40 °F (4 °C), require special precautions to insure proper performance of the SPM Roofing System. Manville strongly recommends that the following guide- lines be used when applying SPM Roofing Systems in cold weather. A. Let the SPM membrane "relax" longer and only work on sunny days. B. Keep the SPM Lap Cement warm so that it can be spread in a thin film, Do not apply a load to a field seam for several days as the cure and strength of the adhesive joint take longer to develop in cold weather. C, Keep all SPM Cements and Caulks warm until they are used so they can be applied properly, D.Allow adequate time for the solvents in the SPM Cements to "flash" off, so the seams will be strong. Check the "dryness" of the applied SPM Cements carefully before sealing the Joints. E. Make sure all frost and dew has evaporated before covering the roof deck and /or the insulation with the membrane to prevent the entrapment of moisture within the finished roofing system. F. Install only as much roofing materials as can be completed and fully covered in one day. 9.2.3 Modified Bitumen Cold Weather Precautions Modified bitumens require special application tech- niques when installed In cold weather. The following precautions should be taken when the ambient tem- peratures drop below 50°F and are mandatory below 40°F; A. Attempt to keep the modified bitumen products warin, prior to laying them. Use either heated storage units or warming boxes. If these facilities are not avail- able, place the product in direct sunlight, Make certain that the products are stored on end only; do not store material on its side. B. The mopping asphalt must have an EVT which will accommodate a minimum mop temperature of 425° F. TYPE OF CONST.: III -N UBC EDITION (year) 1988 SETBACKS: N - S - E- W - (through public Works) FIRE PROTECTION: ❑x Sprinklers ❑ Detectors ❑ N/A UTILITY PERMITS REQUIRED? ID Yes ❑ No ZONING: BAR /LAND USE CONDITIONS?g © Yes an sca a irrigation ❑ No CONDITIONS (other than those noted on or attached to permit/plans) ZIP 60251 CONTRACTOR Poe Construction PROPERTY OWNER W. W. Grainger, Inc. (PHONE (708) 913 -8333 ADDRESS 333 Knighsbirdge Parkway, Lincolnshire, IL ZIP 60251 CONTRACTOR Poe Construction PHONE 575 -4283 ADDRESS 3207 "C" Street N.E., Auburn, WA ZIP 98002 WA. ST. CONTRACTOR'S LICENSE # POECOI247QZ EXP. DATE 5 -01 -91 ARCHITECT Alfred Croonquist, A.I.A. PHONE 682 -2690 ADDRESS 3404 One Union Square, Seattle, WA ZIP 98101 CITY OF TUKWILA Dept. of Community Development- Building 6300 Southcenter Boulevard, Tukwila WA (206) 431 -3670 BUILDING � � PERMIT NO. (Q ( DATE ISSUE ( __ 9 -9 ASSESSOR ACCOUNT # 788890 -0060 SI ($7 3 97-25 Todd Bl PROJECT NAME/TENANT W. W. Grainger, Inc. TYPE OF U New Building (x) Addition LX) Tenant Improvement (commercial) (J Demolition (building) U Grading/Fill WORK: ❑ Rack Storage ❑ Reroof O Remodel (residential) O Other: 580,961.00 DESCRIBE WORK TO BE DONE: Construct a 21,300 square foot addition to an existing office /warehouse/ retail building, and remodel office sales area. (m t. r>e91 inr�c r FLOOR 1st 2nd TOTAL " Office' /13-2 SQUARE OCC. FEET LOAD Warehous/B- -2 Retail /B -2 SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET 60,252 TOTAL OCC, LOAD 161 79 240 USE APPROVED FOR ISSUANCE BY: ' CERTIFICATE OF OCCUPANCY NO. Division 98188 BUILDk:iG PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE OTHER PLAN CHECK NO.: 90 -196 BUILDING OFFICIAL I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of lay and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. DATE: TOTAL. • DATE ISSUED: 2,282.00 1,483.00 4.50 3,769.50. DATE: Jo /e to -q PRINT NAME: rL �E 5 / COMPANY: 1:34-- Cn 'TJPe, lA /C, 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. PERMIT NO. CONTACTED DATE READY DATE NOTIFIED 1 0"• 5-9 0 BY: (snit.) fyis PERMIT EXPIRES 2nd NOTIFICATION BY: (Init.) AMOUNT OWING a _ 3. 3RD NOTIFICATION BY: (init.) PLAN CHECK NUMBER 90- 19(D BUILDING PERMIT APPLICATION TRACKING PROJECT NAME SITE ADDRESS 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 conci3ely 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) SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCCU- PANCY LOAD DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the project. FIRE PROTECTION: NJ Sprinklen____L J Detectors [ ] N/A FIRE DEPT. LETTER DATED: ? , y 9 INSPECTOR: )? FIRE (BUILDING - initial review , PLANNING 7- -23-90 DATED: (year): J PUB' .6C. U OTHER 7BUILDING - final review REVIEW COMPLETED INIT: ( PUBLIC wows /./, INIT:K iA INIT: fD�c��J - rod d SI �-N SUITE NO. SITE ADDRESS � UIT.� # ` 1 9 odd .8/1/d. a to /a Mitt. , VALUE OF CONSTRUCTION - $ �eao, ago PROJECT N /TENANT • /rY, !r'• 6r'vtq .. IG• ( Addition ASSESSOR ACCOUNT # 7ff fe -dad TYPE OF U New Building (Tenant Improvement (commercial) U Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: , at /7, lee a,F addi t do axe, hg cG/ l,wrAe 066 r..ele i / 6•I /19n1 and remade/ ,,,ie se/.t5 d,eitt. BUILDING Usk (office, warehouse, etc.) 7 e- byd fl/sr 6iy6 NATURE OF BUSINESS: 1,010froeib/,.. p/' 4 `ihe %4r4e t 4 r WILL THERE BE A CHANGE IN USE ? 'No s IF YES, EXPLAIN: SQUARE FOOTAGE - Building:44 Ie zoo .,Tenant Space: Area of Construction: 8 WILL THERE BE STORAGE OR USE (IF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? Iiic U Yes IF YES, EXPLAIN: PROPERTY OWNER la /rn / , 6 r . PHON • ' f / J -e fra3 � ADDRESS .g33 n ` 7 5 1 9 k/ 1// 0i i ' , 1.e, • ZIP CONTRACTOR PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT 4 GAu fr /IA-. /, P HON 2,/ig��� , 14 ADDRESS S/ V en arm, S . 4tr• , i' A : • ZIP .-are EREBY CER11FY THAT<I HAVER ..D AND EXAMINED THIS APPLICATION AND KNOW THE SAME T SE TR UE AND CORRECT' AND I AIu! • AUTHORIZED TO APPLY FO PERMIT. BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE DATE / /yid E PRINT NAME ,f/ C rtd G D l4I3� PHON j , A4¢D ADDRESS 46 $ e ,,,, a ,,, ,p y en` CITY /ZI 14 if /u/ CONTACT PERSON ... .) �`; W� . PHONE 4f, i / N J CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 A T'PL I CA TION MUST BE FILLED OUT COMPLETELY PLAN CHECK NUMBER DATE APPLICATION ACCEPTED BUILDIk PERMIT APPLICATION DATE APPLI AT •N Pifi l _ . ` C I 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 anri. plans must be cr+mplete In order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 1133 - 1851 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and Is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application tchall 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. FEES (for staff use only) `6153 DESCRIPTION BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE ENERGY SURCHARGE OTHER: AMOUNT a04oci LI :00 TOTAL ;,"7U. RCPT: I DATE COMMERCIAL Two sets (2)0f the Specifications::: • : • .."1" stamped by . ti Wash State Iloensed rongineer • •••:: • ••• •,•••••:•: „•:.....:. • : Soils report stamped by a Washington State literwed �nginoer .:TorrogrfirohlOal.turuey:"..:•E$(•i ..:,•••••••. eg •.Enargy•Oalculations•Stamped by a Washington StatetiCensecf ••••':•,':••••••••.'••••••:•":::' engineer Or: architect "••••::••••••:: •• .. . •.:„ •• • • NEW.COMIAERCIA(BSIL0fR130/ARRITIONS:"• Completed building perrnit lippllostionloneforeach.etructuro), • , ......• • • ••••••••• •• • ••: ••••••.••••• •••-•••' . . • Z. Alsessor:Account Number • . • . Wolcing:•.Ora■iitrigti; a Washington State Iicens.d . . An*dtactural drawings •S*uctural drawings ••*•.MoCtlitniell ::•....• • • „ • Exit doors peant.space g S6BMITTAL CHECLIST LJComplsted utility. permit apptiCaliorionefOr -.. . •'•.Slit• (6) of .ci4i1 d,reelngS:::• • .. .:;•":•:: •,, NOTE:••ieeutilitY permlfapplication, and ;her:idiot for. • .t.T11 ii.)111; :Ht3ub. mrt it- RACK STORAGE ••• . • : • : • Completed building permit application . , Airiestor Acoount Number Two (2) sets of plane,. which' Include:::"•:••• Building Itoor plan showing • Sluiplan::•::•••••••••••• .••••. • . „... :Ncr7E::••••FirClUde•derrenrierni tooice •:.:•....• •-•,:••• ,••••• ••,_ • ..,.••••••••••••::'•••:":••::•••":•:'::::•:', . „„ .. • Struteural•Cilculatiorit,etaintreOloy:01ar,hingtooStattliceneed • engineer (id sterage 8 and over) RESIDENTIAL NEW SINGLE-FAMILY:: DWELLINGS/ADDITIONS cprnpifocs, b applicatiOn.(otiofor •-.•••• deicription: : • • i •• • •• . •••• •• • •:. •• . . ..• . .. „ . Assessor Account Number • •:•" , ••• :„.:...; . Iwo sets : (2)Of.worrtintidraW.ings;:.yrtilottiti01; .••••••••:• ' *:•••••• " ••••••• " •-• ••••• • BuNdng :elevations (all ■,1111illding cross -Section • siructural framing plans, . , . . . 1!1!Sfe!01 te Energy Gode data ComPtataci Peneit apPlication • ••••:::; • Six (6) sets of site pians .„. • .: : : •••:: •.. ••••.: NOTE: BeildIngialte plan and ui4fty sifePlisn p.m* application and checklist for ape..1110 „,. AddlNonal sopogri*shicisi.and soils inftaradonniaytie:r0011r411, tnii ,:::",:•••:::•:::: .-:,”: "iiiiiO4,T.....,.....,....::::,:::•:.:V...". ' •••••t ii :. „..: .: • - .•, - •":".,::AOT:!:•::::••••,::•:":::::•::::11"-i•••jkling :Per:••„:„•„.. 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Site plan..,.. .,. , , . . ... ‘,, .:........,„. F.O.UO0 . ,.: ' ' ' ' • .. ..,;::::.„;•:,...,i,;::,•••••:::•:,",:••: ■ ' '' • ''''''''''''''''''''''''''''''''''''''''''''' ..... ' :.:..','••••••'•:". ..' .. ..... ' p • ,..•..1.1 ., . 1. m i 0^11f7r6PF:#9•0 '..;i framing .i.,•:.•:::::. . ''''''. . .;•.. ,.. . ftwithr.i ul....!•!. •plar), /iorg .0 any :.::.. ' :::•;:'.'"":::•.;•:::'.::::•:::.:.: .... ."..::::::'::::'•,::"' " • • - • :..:•,..!..,,,,:.:.':• .:: 11 14:! ..11:•;:::).:11:::::1!:;1; ''''''' m.7!•:"::::ie'!.‘::ii■...,,I°1!777 ii iNli..i. ' ',:]...:::::::::,..,.:••••::.:‘, ''''''''''''''''''''''''' ' ..,..:::: ' ..: :',:•:.::.,." i "6 : : sup■eiftod„.........: ::: :..:„ ' •„•:.:::••••••••'• , ;.,..::::.:„..;:„„.:........;;..,:„......:..i„..,........., . , :•::. ' '' ....II:, ' ,.....,•:.•,::•',.::.!',•::::::,•,:,••:.:::::::•:,,:,::•:•,.::,..,,: .. ........:;..:: .„...::::,....:::•..::,:::....,...,..fo..r6.. ao ..... •.•.: ,. ouri.1),.....„.....„,..::.,..,: 8'.'"''.::.::' iiiii Olit.01cri: ( one :..:- ....:::..:''''. 6* .... :: .........''''''':''''."..•.''''''''..".:': ''"..:.:'::•:'''':::. '' remove ''''''''''''''' 0"/.. ' 0f....!tl. P!f"•.74.• :•: _. . . . Ass ess or .... ''.'... .. Ac :'...:!!.... 619M9r Nu m b er :. : ,..•:... . :. . ' ,.. be . • • : . ' . • . ' ' 41,;iirsf....-0...,y!:,,,,, ...::0:10,....,::.41.:.:'.4!1.:iiiityiiiiii,....:i"...:....!!7, i.,iii7i::::::::::T.'.•,;0::.,.., e! ' ::. - ...•: ; ,:: . ; : . . , ::::.:::. , :- ..: ' .. ...- ..:' ..:dieiiibiP9' . iOij.:*14..,?: P.1...7...,... 1908 TO: FROM: DATE: SUBJECT: � 1 PI 'I, U � S'jc eAmcv,r1 City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 12061 433-1800 Gary 1. VanDusen, Mayor Oc-o , 1990 FeR_ C ndc 5 - l)V , LU . C r ai rl -Pf MEMORANDUM l 5 Vcx obit n _odo', Nerd , Igjo 0 )1,34o c x f (D. 09 = *(R, ) (-i o . to O 3, a( Do x 9. •`6 = '. o ,c 6C1 'iota V D\.0 ci o rl S %o) ti) 1. f o f31ct9 Perrn1-\-- .00 Plo.n C-cK oo �v r C1co . - So ' � c - s t a 1/4 A 3, - 7 cv q . So 42CE. (10 /T2.MEM0) I acs. o0 konour* OLlr 4a) 1 .1 (43 SD CITY OF TUKWILA CENTRAL PERMIT SYSTEM ENGINEERING DIVISION 6200 SOUTHCENTER BLVD. TUKWILA, WA 98188 (206) 433-0179 SITE ADDRESS ( - r22 73011%. `S NAME OF PROJECT PROPERTY OWNER �J yy) r t f /1 .JC. ADDRESS q KN1r�l -l�r� tz.� Tx.:i � AK' a/o + to /t3J>?A tJ ENGINEER '�A <' -'�G ]�Nr n��a Rt - / /NC- . ADDRESS L 'i/i �.nv'T'NC nf� , P l-Vla, �T / CONTRACTOR 'Poe- C � icm." 1 ADDRESS PERMITS REQUESTED Sewer Main Extension (private) Sewer Main Extension (public) Water Main Extension (private) Water Main Extension (public) Excavation (in public right -of -way) Fire Loop /Hyd.(main to vault) No: Sizes: Landscape Irrigation-• - Sanitary Side Sewer No: Water Meter - Permanent: - NWT Sizes: Meter Address (if different from site a�ress) al Water Meter - Temporary: No: Sizes: Water Meter - Exempt: No: Sizes: Meter Address (if different from site address) WATER METER DEPOSIT /REIMBURSEMENT NAME ADDRESS CITY, ZIP PHONE MONTHLY SERVICE BILLINGS TO: Q water NAME ADDRESS DESCRIPTION OF PROJECT Q Single Family Residential 0 Multiple Dwelling: No. units $2. Q Duplex [I Triplex 0 Hotel • 0 Apartments Commercial /Industrial: N/A Office (21 Warehouse School /College /University Other °:N MISCELLAMOUS INFORIwATION New Building: Square footage Remodel /Addition: Square footage of original building space 3.. G)2 rr Square footage of additional building space �4 F King County Assessor's valuation of existing structures S I ` / °> oc'G DO Valuation of work to be done f S S.000. 00 I HEREBY CERTIFY THAT I HAVE READ THIS ( DATE 9./0 ' 3 Q PHONE 243 - - 7 (va _ PHONE Z43 - 71 I Z Address (v /G'o !SOUTNCE - Acre vp, 1rE /7)& SEA ZIP `I FS/ f,S5 (32 /W1.UTILAPP) /2 Appl icant/Authorized Agent (signature) (print name) �4Ww 1. I-1 M A/y�ftY Contact Person (print. name) ��f'_1A rJ A2 , PE. UTILITY PERMIT APPLICATION (please print) Q sewer ti WATER METER BILLING NAME A/A ADDRESS CITY, ZIP PHONE Q metro Q standby B Motel Q Condominiums Other Q Retail Q Hospital a Church [� Manufacturing K iW THE SAME TO BE TRUE AND CORRECT. L. gr /6_ 90 c t„5 CONTROL # . / / Val 6z-oc i `k) E ac7 "6/0N PHONE ZIP PHONE 243 V ZIP e l& I F-IS PHONE Z IP Curb Cut/Access/Si dewal k Channel ization /Striping /Signing Hauling Moving an Oversized Load Storm Drain Flood Zone Control Other PHONE ZIP I CITY OF TUKWILA Public Works Requirements All site plans shall be provided in one submittal for review by the Public Works Department. Six (6) sets (copies) of plans stamped by a licensed engineer are required. Plans are to be submitted to the Permit Center where they will be routed to Public Works. The following information is necessary for Public Works Department eva- luation and approval of site plans: 1. Sanitary Sewer A. Type of pipe - concrete, transite, etc. B. Size of pipe C. Percent of slope on pipe, length of run D. Number and type of fixtures to be serviced E. Connection points F. Location of cleanouts G. Type of bedding material - if required H. Invert elevations 2. Storm Sewer (include existing topography and proposed grading and surfacing) A. Type of pipe B. Size of pipe C. Percent of slope, length of run D. Connect point E. Location of structures F. Square footage of area to be drained, including roof area G. Bedding material if required H. Invert elevations 3. Water Mains A. Type of pipe B. Size of pipe C. Hydrant type and locations, if on a city main D. Valve type and locations E. Connection point F. Type of connection - live tap, tee, etc. G. Location and size of thrust blocking H. Size and location of mains, including elevations (profile) 4. Parking Areas A. Type of surfacing - asphalt, crushed rock, etc. 8. Percent of slope or runoff direction C. Location and size of curb cuts D. Vehicular and pedestrian traffic facilities, including signing and striping, wheel chair ramps, curb cuts. 5. Domestic Water A. Type of pipe - cooper, galvanized, etc. 8. Size of pipe C. Number and type of fixtures D. Size of meter ,- 1 ", 1 * ". etr C. Location and elevation of meter box F. Location and size:of tap After the Public Works Department has completed their review and the plans are approved, the applicant will be notified by letter of necessary per- mits and requirements; an approved set of plans will accompany the letter. If the plans are not approved the applicant will be notified by letter of necessary resubmittal requirements. All required permits are obtained through Department of Community Development at 433 -1851. Utility Inspectors Water and Sewer (433 -1860) Street (433 -1850) January.10th, 1991 Poe Construction 3207 "C" Street N.E. Auburn, WA 98002 ATTN: Mike Dear Mike: Dennis M. Assistant General Manager DMS /fm 1a1 CONSTRUCTION MATERIALS TESTING LAB RATORIES, INC. (CMTL, INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 REF: W.W. Grainger, Permit #6266 - Final Inspection Report ME@IFOTT 1 n 1391 POE CONST', CO', I am submitting our final inspection report for the above project. Our firm provided special inspection for reinforcing, steel, rein- forced concrete and visual welding inspection. The specific work for which we provided special inspection for was, to the best our knowledge, in accordance with the jobsite plans and specifications. If we may be of further service, please call. S ncerely, Smith Inspection • Soil Testing • Concrete Testing • Asphalt Testing • Site Investigation. • , Concrete and Asphalt Coring GeoliEngineers W,W. Grainger Company c/o Alfred Croonquist & Associates One Union Square Building, Suite 3404 600 University Street Seattle, Washington 98101 Attention: Mr. Dave White 0ioEngineers, Inc. 2405140th /we. NE, Suite 105 Bellevue, WA 98005 Telephone (206) 746-5200 Fax (206) 746.5068 • ■ .r.S ••■••■••• .r .wr•? .w,-...vwl••••w-•✓•1r wr 4h• . ! � X . t� . �•I. 1* ., r .. r� . •-..,...7w.....�.w....' ,. January 22, 1991 Closing Report Construction Monitoring Services Warehouse Expansion Southoentar South Industrial Park Tukwila, Washington, for W.W. Grainger Company File No. 1963- 002 -B01. Consulting Gcotechnlcal Engineers And Geologists This letter constitutes our closing report for construction monitoring services for the addition to the W.W. Grainger warehouse in the Southcenter South Industrial Park in Tukwila, Washington, The addition is located south of the existing building which is southeast of the intersection of Todd Boulevard and Olympic Avenue South. We made a series of site visits between August 1990 and January 1991 to monitor various elements of earthwork and foundation installation activities. Our visits were coordinated with representatives of Poe Construction. The observations made during our visits are summarized in Field Report Nos. 1 through 15, transmitted to you separately. . 91 TUE. 1 F o 9,. - Gco EnginccrS W.W. Grainger Company January 22, 1991 Page 2 We understand that no further construction activities related to the building addition require observation by our firm. We conclude that the earthwork and foundation installation activities which we have observed have been completed in general accordance with our recommendations. We have enjoyed working with you on this project. ' �r�' G .e" T ^ Yours very truly, K. `1 ,r,--(,?;;;, y,> > f , , GeoEngineere, Inc. a,. al/4N gr. s Q . , co ; i. 44.414: pNA! ENG‘\)A` HRP:JKT :cs Two copies submitted cc: W.W. Grainger Company 5500 W. Howard St. Skokie, IL 60077 Attn: Mr. Bob Bishop City of Tukwila Building Dept. 6300 Southcenter Blvd. Tukwila, WA 98188 Attn: Mr. Duane Griffin Mr. Bob Benedicto Poe Construction 3207 "C" St. N.E. Auburn, WA 98002 Attn: Mr. Alan Peterson Jack K. Tuttle, P.E. Principal SAND AND GRAVEL COMPANY P.O. BOX 130 AUBURN, WA 98071 CONCRETE • GRAVEL • CRUSHED ROCK • SAND PLANTS IN AUBURN KENT TACOMA SHELTON 833.3700 854-0560 922 -9116 426-3344 October 16, 1990 ''DOUG DwNOVAN DD /mt ;Attachments MILES ; PoeC�nstruction 3207 C ' St. N. E. Auburn, WA 98002 Gentlemen: We hereby submit the following mix design with appropriate . data for your W. W. Grainger, 6725 Todd Blvd. S., Tukwila •;;.Attached are trial batch results and quality control reports 'son a' similar mix. Please feel free to call if you have any questions. ery truly yours, 4000 PSI 5.5 SK Concrete Cement Type I -II 517 lbs Coarse Aggregate 7/8" (SSD) 1,850 lbs Fine Aggregate (SSD) 1,390 lbs Water 233 lbs Slump 4" + or - 1" ROJECT SPECIFICATIONS atabase : 89009 -28 roject Name, : CONSECO9 x,, eist1itg Vab pacified` Strength : e . • : Concr Design • , ete; ; • ISiPROGRAM IS AN ACI 318 -83 (BUILDING CODE REQUIREMENTS) PROCEDURE FOR MPUTINGTHE:STANDARD DEVIATION OF THE FOLLOWING DATA: 5 1/2 Sack Consecutive Breaks Miles Sand & Gravel Kent, Auburn, Tacoma From 06/27/1989 To 09/15/1989 CMTL, Cascade Testing Labs 4000 PSI @ 28 Days 4" S.S.D. Weights per Cubic Yard Cement (Type I -II) Coarse Aggregate (7/8 ") Fine Aggregate (Sand) Water Report Date : 05/14/90 ;tEQUXREDAVERAGE STRENGTH 3atabase Name : 89009 -28 Project Name :'CONSEC09 !lBuilding Code :Requirements for Reinforced Concrete" (ACI 318 -83) defines two eormUleisi the Required Average Strength. The Required Average 5trehgth''shall be the larger of the two computed values. r -r -:'The probability that the average of 3 consecutive :;tests will fall below F'c should not exceed 1 in 100. Required Average Strength by Method 1 = 4836 PSI -!;The probability of a random test result being more t han 500 PSI below F'c should not exceed l in 100. squired Average Strength by Method 2 = 4954 PSI Required Average Strength = 4954 PSI • Report Date : 05/14/90 Overall' Standard .Deviation`. in PSI ESCRIPTIVE STATISTICS atabase'Name : 89009 -28 :Project Name(s) : CONSEC09 r. Summary of Computer Study umber of Tests Averaged Average Strength Standard Deviation per ACI 318 -83 Mithin Test Standard Deviation }Within Test Coefficient of Variation Report Date : 05/14/90 33 5472 PSI 624 PSI 172 PSI 3.15 % nFieldResults + Excellent + Very Good + Good + Fair + Poor + + + + + + Below 400 + 400 -500 + 500 -600 + 600 -700 + Above + + + + + 700 + + + + + + + + + + Within test Coefficient + Below 3.0 + 3.0 -4.0 + 4.0 -5.0 + 5.0 -6.0 + Above Variation in + + + + + 6.0 Q r, :0706'.8 +.0 '7,10/89 07/10/89 ` ;nE07 /]:1'/894 x 07/12/89a ,07 12/89:} ; g7��:1"4/89 i1 81.i1/8 9 X0 842,5/89. o 9jO.$ /89t:. 09/,�0:6/89,x; 0/,,r,�3f 89 ;f 0/,1'x/89 1'Q/��2�4/ 89 ' "1 '0/24/89 0/27/89 'r 1/08/89 11/09/89 11/20/891: f . 11/20/89r :1:1/20/894i 1 1'1 ,28/89 ,: 12%01/89{ r 12 12/891;x' '12/12/89 /27/89' " ; 12/27/89;,4`:‘ . 12/28/894 01/90 : PH : 89009 -28 . CONSECO9 Strength: (.) 2 000 1000 1000 5000 6000 1000 * + * + * + * + * + * + * + Average Strength: ( +) Test Average: ( *) Plot Specification: MOVING AVERAGE of 3 Report Date: 05/14/90 ' LISTING :a Database . Name 89009 -28 ect Name (s) ; : CONSECO9 Y #a TEST,'.• 4: DATE: X507/06/89 ; '• 07/07/89 REPORT NUMBER 56444 : '56328 38855 527 52.767 '.10,6442 106922 0480 633•' 1o49;: 562,28 TEST A TEST B TEST TEST C AVERAGE • Report Date : 05/14/90 Page Number : 001 MOVING TEST AVERAGE AVG OF 3 RANGE RANGE 4830 5090 N.A. 4960 N.A. 260 260 5090 5060 N.A. 5075 N.A. 30 145 4850 4760 N.A. 4805 4947 90 127 4920 4920 N.A. 4920 4933 0 95 3960 3960 N.A. 3960 4562 0 76 5165 5305 N.A. 5235 4705 140 87 5305 5200 N.A. 5253 4816 .105 89 4990 4810 N.A. 4900 5129 180 101 5310 5040 N.A. 5175 5109 270 4850 4690 N.A. 4770 4948 160 4780 4700 N.A. 4740 4895 80 5800 5660 N.A. 5730 5080 140 5150 5460 N.A. 5305 5258 310 136 5690 5590 N.A. 5640 5558 100 133 6650 6630 N.A. 6640 5862 20 126 5870 N.A. N.A. 5870 6050 N.A. 126 5695 5835 N.A. 5765 6092 140 127 4670 5590 N.A. 5130 5588 920 173 6790 6280 N.A. 6535 5810 510 192 6700 6530 N.A. 6615 6093 170 191 5520 5770 N.A. 5645 6265 250 194 6310 6070 N.A. 6190 6150 240 196 CASE; LISTING: 1 ' ,.;t a Database Name w :: 89009 -28 Pro CONSECO9 3 . fy t ,, rr s `� ES' PORT::, >` ; . TEST TEST TEST TEST MOVING TEST AVERAGE D A NNMB tg � .:: �`'. ER' ' A B C AVERAGE AVG OF 3 RANGE RANGE l4 yy a 11%20/89 1802 ii1 /iO /89'' 51803 11/40/89 ` %' 51 ti 5840 6050 N.A. 5945 5927 210 197 6240 6260 N.A. 6250 6128 20 189 4740 4510 N.A. 4625 5607 230 191 5460 5380 N.A. 5420 5432 80 186 6150 5460 N.A. 5805 5283 690 206 5550 5380 N.A. 5465 5563 170 204 5080 5090 N.A. 5085 5452 10 197 6230 6050 N.A. 6140 5563 180 197 5810 5720 N.A. 5765 5663 90 193 5820 6120 N.A. 5970 5958 300 197 5290 5190 N.A. 5240 5658 100 194 Report Date : 05/14/90 Page Number : 002 I Le Pialmmemem SANI? AND GRAVEL COMPANY P.U. b( 'X 130 AUf3UfN, WA 90071 CONCRETE • of1AVEL • CRUSHED POCK • BAUD AUBURN IREN E . ' ACOMA 1.311E1.1 833.3700 . 884.0560 922 -41110 X126 -3'3 +1 October 16, :1990 Poe Construction 3207 C St. N. S. Auburn, WA 98002 Gentlemen: We..hereby submit the.' following.. mix deslgn witli appropriate e data: for your W. W. Grainger*, • 6725 Todd Blvd. S. , . Tukwila . Attached are trial batch results and quality contro]. reports . on a similax mix. Please feel free to call if you have any questions. Very truly .yours, DOUG DONOVAN DD /mt Attachments PLANTS IN 3000 PST 5 SK Concrete Cement Type I-II Coarse Aggregate 7/8" Fine Aggregate (SSD). Water Slump . 4" + or - 1 PECIFICATIONS N ametr..: = 89008 -28 Name`. jc: CONSECO8 ngth X ROG IS { AN;` T ACT 318 - 83 (BUILDING CODE REQUIREMENTS) PROCEDURE FOR GF;i HPUTIN 'HL S DEVIATION OF THE FOLLOWING DATA pii Y.t. i' .:,. "lic�'J'.'�f}'.it'T:''r':� ; t 5 Sack - Consecutive Breaks Miles Sand & Gravel Kent, Auburn, Tacoma From 10/19/1989 To 05/30/1990 Cascade Testing Lab, Boss Testing 3000 PSI @ 28 Days 4" S.S.D. Weights per Cubic Yard Cement (Type I -II) Coarse (7/8 ") Fine Aggregate (Sand) :.,Wate Report Date : 10/11/90 1820VV: 1480.E 233 ;DESCRIPTIVE. STATISTICS ,Database Name : 89008 -28 Project Name(s) : CONSEC08 . JIn` Field : Results `Overail'Standard .A3eviation in.PSI Number of Tests Averaged 35 Average Strength 5335 PSI Standard Deviation per ACT 318 -83 444 PSI Within Test Standard Deviation 125 PSI Within Test Coefficient of Variation 2.35 % Summary of Computer Study Report Date : 10/11/90 + Excellent + Very Good + Good + Fair + Poor + + + + + + Below 400 + 400 -500 + 500 -600 + 600 -700 + Above + -I• + + + 700 + + + + + + + + + + ithintest:Coefficient + Below 3.0 + 3.0 -4.0 + 4.0 -5.0 + 5.0 -6.0 + Above v t :.Variation in % + + + + + 6.0. EQUIREDAVERAGE STRENGTH atabase. :Name : 89008 -28 ect Name(s) : CONSEC08 Report Date : 10/11/90 �,auiiding "code Requirements for Reinforced Concrete" (ACI 318 -83) defines two " ormulas; for computing the Required Average Strength. The Required Average a; Strength=,shall be the larger of the two computed values. -- The probability that the average of 3 consecutive tests will fall below F'c should not exceed 1 in 100. Required Average Strength by Method 1 = 3595 PSI - The probability of a random test result being more than 500 PSI below F'c should not exceed 1 in 100. squired Average Strength by Method 2 = 3535 PSI Required Average Strength = 3595 PSI LIME :>ye" PSI ; GRAPH . 3atabase Name.: : - 89008 - 28 Pro eat Name(s): CONSECO8 5pe .� Io 2o/89 X42' / 9 , 6,.24/89» , ,� 4 ,89 '0)�4 /a9 i O / r 1.0)2 /8 : , ?r 10 26 89 10/6,6/89 10/2 1 :1 .`, 1 f ,0/ e 9,- i;ir /0a /89 iii 2/89 111/016/89 11 }41/ 1` °/ • 11/14/89 11/14/89 ii/21/89 11/25/89'' 11/30/89.' 12/13/89, 12/25/89 0. 94/45/90 03/20/901 03/21490, 03/21/90,? 0/22/90 '03/22/90r '03/22/ 90 ,0$ : + 3O / 9 0 ; i 13 '.x:" 000! ;;? 2000 2iedt'Strength: (. ) • • • Average Strength: ( +) Test Average: (* ) Plot Specification: MOVING AVERAGE of 3 Report Date: 10 /11/90 6000 CEST L0/19 Lo 2d /8 23%8 8 LP ;4/ L0/25 L0; L0/26 LO/26%8 LO/26/89 L0/26/89 L1/01: L1,40 L1/02/89 11/06/89 8$ f LISTING 3atabase Name. : 89008 - 28 Project.Name(8) L0 / LO /2 CONSECO8 REPORT' TEST NVI14 AgUMBERL. A Report Date : 10/11/90 Page Number : 001 TEST TEST TEST MOVING TEST AVERAGE $ C AVERAGE AVG OF 3 RANGE RANGE 5390 5450 N.A. 5420 N.A. 60 60 4990 5270 N.A. 5130 N.A. 280 170 5060 5230 N.A. 5145 5232 170 170 5450 5430 N.A. 5440 5238 20 133 5450 5820 N.A. 5635 5407 370 180 5230 5180 N.A. 5205 5427 50 158 5220 5360 N.A. 5290 5377 140 156 1446; - 5200 5060 N.A. 5130 5208 140 154 4141.. 5160 5130 N.A. 5145 5188 30 140 7.. 6413; . 4950 5020 N.A. 4985 5087 70 133 56413 -. 5520 5660 N.A. 5590 5240 140 134 56414 5410 5410 N.A. 5410 5328 0 123 5110 5020 N.A. 5065 5355 90 120 5290 5340 N.A. 5315 5263 50 115 5750 5200 N.A. 5475 5285 550 144 4790 5220 N.A. 5005 5265 430 162 5305 5200 N.A. 5253 5244 105 159 5695 5660 N.A. 5678 5312 35 152 5835 5590 N.A. 5713 5548 245 157 5095 5020 N.A. 5058 5483 75 153 4635 4295 N.A. 4465 5079 340 161 5660 N.A. 5590 5038 140 160 z CAdE "`LIBTIN :;Database :Name »:'.89008 -28 Proj ect Name,(s) CONSEC08 '.REPORTr. TEST TEST TEST TEST MOVING TEST AVERAGE a' DAT';'' �• . NUMBER A B C AVERAGE AVG OF 3 RANGE RANGE 1%5/891 x11/30/8 x12 / ; 3/89 ; 03 /21 �f03/ . : 9 4364: 1585 4356: 54364' 54801` 5870 r +. 5902 29079 29054 29949 29927 1 A.29636 9142Y Report Date : 10/11/90 Page Number : 002 5310 5280 N.A. 5295 5117 30 5375 5465 N.A. 5420 5435 90 5480 5430 N.A. 5455 5390 50 5240 5200 N.A. 5220 5365 40 5550 5370 N.A. 5460 5378 180 5500 5550 N.A. 5525 5402 50 4400 4310 N.A. 4355 5113 90 5540 5390 5450 5460 5113 150 5770 5800 5850 5807 5207 80 5210 5405 5250 5288 5518 195 5265 5070 5090 5142 5412 195 7250 7070 7220 7180 5870 180 5010 4930 N.A. 4970 5764 80 155 152: 148 144 145 142 140 140 138, 140 142 143 141 JAN 23 '91 09 :55 POE Cuh(' January 18, 1991 Mike. Bosnick Bosnick Roofing, Inc. 2915 68th Ave W. Tacoma, WA 98466 RP:-W.W. Grainger. Building 3207 C St.. N.B.. Auburn, WA .98002 Permit: P6266 i nccerely, r { Preston Rudderow Sales Representative Manville Sales Corporation cc: Allen Peterson, Poe Construction • po Make, This L to inform ycu that the Manville specification 3 (31C that you are currently installing on the above mentioned building has been tested by Underwriters Laboratories and meets the requirement:s for a U.L. Class A fire rating. Should you have any further questions, please feel free to con i : 1; mmie. Manville Bider. C4rpprrrtlpn gAS., hlyd and Hadwr Scoots ■ Post Office. Box 591 Pittsburg, CA 415 4326126 • FAX; 415 432.8727 W.W. GRAINGER ADDITION AND ALT,T:ONS SOUTHCENTER S. INDUSTRIAL PARK TUKWILA, WASHINGTON W. W. GRAINGER, INC. 5500 W. HOWARD STREET SKOKIE, ILLINOIS 60077 SALES OFFICE /WAREHOUSE ADDITION AND ALTERATIONS SOUTHCENTER INDUSTRIAL PARK TUKWILA, WASHINGTON FOR. W. W. GRAINGER, INC. 5500 W. HOWARD STREET SKOKIE, ILLINOIS 60077 (312) 982 -9000 MARCH 1990 ALFRED CROONQUIST ARCHITECTS 600 UNIVERSITY STREET ONE UNION SQUARE, SUITE 3404 SEATTLE, WASHINGTON 98101 RECEIVED CITY OF TUKWIIA MAY 0 4 1990 PERMIT CENTER 71:7PRITI MAY 1 4 1990 MAHAN.& DESALVO, fl4C. i TABLE OF CONTENTS BIDDING REQUIREMENTS Scope of Work Form of Bid TECHNICAL SPECIFICATIONS: DIVISION 1 - GENERAL REQUIREMENTS SECTION 01010 Summary of Work SECTION 01300 Submittals SECTION 01400 Quality Control SECTION 1500 Temporary Facilities and Controls SECTION 01700 Project Closeout SECTION 01800 Soils Report DIVISION 2 - SITEWORK SECTION 02200 Earthwork SECTION 02500 Site Drainage SECTION 02800 Landscaping DIVISION 3 - CONCRETE SECTION 03100 SECTION 03200 SECTION 03300 SECTION 03400 Concrete Formwork Concrete Reinforcement Cast -In -Place Concrete Precast Concrete DIVISION 5 - METALS SECTION 05100 Structural Metal Framing SECTION 05500 Metal Fabrication DIVISION 6 - WOOD AND PLASTICS SECTION 06100 Rough Carpentry SECTION 06170 Prefabricated Structural Wood No. of Pages 1 2 1 1 1 1 1 17 2 3 1 1 2 5 2 2 1 TABLE OF CONTENTS PAGE 2 No. of Pages DIVISION 7 - THERMAL AND MOISTURE PROTECTION SECTION 07500 Built -Up Roofing SECTION 07600 Flashing and Sheet Metal SECTION 07800 Smoke Vents and Roof Hatch SECTION 07900 Sealants DIVISION 8 - DOORS AND WINDOWS SECTION 08100 Metal Doors and Frames SECTION 08300 Special Doors SECTION 08400 Entrances and Storefronts DIVISION 9 - FINISHES SECTION 09540 Linear Metal Ceiling: System SECTION 09900 Painting DIVISION 10 - SPECIALTIES ' SECTION 10260 Wall and Corner Guards.. W. W. GRAINGER SPECIFICATIONS AND BIDDING INFORMATION r. L L r r 17'. SCOPE OF WORK PAGE 1 SCOPE OF WORK The W.W. Grainger Building is a single story tilt -up concrete building with dock -high truck access. There will be no interior finish in the warehouses except as defined in SECTION 09900. Site work, including Earthwork and Site Utilities, final grading, and paving will be a part of this Contract. There will be alterations to the existing office area including a relocation of the main entrance and adding improvements to the second floor. W. W. Grainger has developed their own Standard Specification, however, it does not apply to this work totally. Rather than try to mix the two specifications we have supplemented their specification with our standard specification. It will be the responsibility of the contractors to comply with both specifications with regard to quality and quantity. The greater quantity and better quality will apply. r FORM OF BID TO: W. W. Grainger, Inc. c/o Mr. Bob Bishop One Union Square Building Suite 3404 Seattle, WA 98101 Gentlemen: FORM OF BID PAGE 1 Having carefully examined the Drawings and Specifications entitled: W. W. GRAINGER ADDITION AND ALTERATIONS SOUTHCENTER S. INDUSTRIAL PARK TUKWILA, WASHINGTON prepared by ALFRED CROONQUIST ARCHITECTS, as well as the premises and conditions affecting the work, the undersigned proposes to furnish all labor and materials and to perform all work required by and in strict accordance with the above named documents for the following sums: A. BASE BID (excluding Washington State Sales Tax) For the Base Bid, all work as described in the drawings and specifications entitled "W. W. Grainger Addition /Alterations, Southcenter S. Industrial Park, Tukwila, Washington" the sum of: Dollars ($ B. WASHINGTON STATE SALES TAX Dollars ($ C. BID BREAKDOWN C -1 All work required for building addition. (Includin dust protection and removal of existing south wall.) Dollars ($ f I D, ALTERNATES i C -1 continued Washington State Sales Tax Dollars ($ C -2 Cost of all other work. Dollars ($ ADD $ FORM OF BID PAGE 2 The undersigned agrees to perform the substitutions called for in the following Alternates, as described in the specifications, for the following additions to or deductions from the Base Bid: Alternate Number and Description 1. Provide and install linear metal ceiling system on exterior . soffits at new entrance, in lieu of exterior G.W.B. 2. Delete six (6) new windows on north side (5) and west side (1) of existing building (See Sheet A -4). ADD $ 3. Provide R -11 insulation on interior of new warehouse exterior walls (See Sheet A -4). ADD $ E. OVERHEAD AND PROFIT All of the above bid prices include overhead and profit. F. SALES TAX The Base Bid does not include Washington. State Sales Tax. CONTRACT AND BOND If the undersigned be notified of the acceptance of this bid within 45 calendar days after the time set for opening of bids, he agrees to execute a contract for the above work, for a compensation computed from the above sums, on the form of agreement enclosed, and to furnish performance and payment bonds as required by the specifications. . ADDENDA Receipt of addenda numbered is hereby acknowledged. Bidder Street Address By Title END OF FORM OF BID City State/Zip Telephone FORM OF BID PAGE 3 .�. . »�.',C..'s �. 1. fi... . ,, t, ♦R i.. J. Y.%.Y'i P_ ...,,.....r.. .. .. ...., .... .. rk .. ss..t t. .r. .... .`, ``.'_' . f`f .,,... a..vi�>Mt .w .. . f-en 01010 01051 51.01 SUMMARY OF WORK 10.01. PERMITS The Contractor shall obtain and pay for the building permit. Each subcontractor shall obtain and pay for such permits and inspections as may pertain to the performance of his work, whether such permits are issued separately or are included with the overall building permit. The cost of all such permits shall be included in the cost of the work to the Owner. Any easements required in connection with the job shall be obtained and paid for by the Owner unless otherwise specified. PROJECT COORDINATION Each subcontractor shall thoroughly familiarize himself with the architectural and structural drawings . and specifications and schedule his work to conform with conditions shown and specified so as to provide the best possible assembly of the combined work in the time allotted by the Contractor. 51.02 If the Owner lets any portion of the work under separate contracts, the separate contractors shall not only cooperate with each other, and with the Contractor, but they shall conform to all directions of the Contractor regarding progress of the work. 01080 APPLICABLE CODES 80.01 . .PART II, DIVISION I GENERAL REQUIREMENTS SECTION 01010 SUMMARY OF WORK PAGE 1 The Contractor and each subcontractor, shall carefully check.the drawings and specifications for conformance to all Local, State. and Federal Codes and Regulations before commencing work.. If the subcontractor observes any violation of the codes or regulations, he shall report them immediately to the Contractor in writing. If the subcontractor performs any work that is contrary to such codes or regulations, and without such notice to the Contractor, he shall bear all costs arising therefrom. r r I : r 01340 40.01 SHOP DRAWINGS, PRODUCT DATA & SAMPLES PART II, DIVISION I GENERAL REQUIREMENTS SECTION 01300 SUBMITTALS PAGE, 1 SHOP DRAWINGS Each subcontractor shall check and verify all field measurements pertaining to his work and shall submit with such promptness as to cause no delay in his own work or the work of others, six (6) copies of all shop drawings and /or descriptive data requested by the Contractor. No work is to be started by any subcontractor without the Contractor's written or stamped approval of such documents. Such approval shall not relieve the subcontractor from responsibility for deviations from drawings or specifications, unless he has called such deviations from drawings to the attention of the Contractor at the time of submission, nor shall it relieve him from responsibility for errors of any sort in the drawings or documents. 40.2 SHOP DRAWINGS REQUIRED Provide complete schedules, samples, shop drawings and /or erection drawings for the following items: a. Reinforcing steel b. Structural and miscellaneous steel c. Metal facia d. Millwork e. Hollow metal work f. Entrances, storefronts, windows g. Overhead doors h. Finish hardware i. Electrical fixtures j. Glu- laminated members k. Roofing system 1. Plumbing fixtures Submit six (6) copies of each drawing to the Architect. Fabrication and erection shall not begin until approval of shop drawings is obtained. 01420 . e ,�,.�r.� ..v. .. �r. �Y .i��.r...v +:QNrr.lr.!.Yte.r.ni +VSV...��.~ » %I.+�•a n! PART II, DIVISION I. GENERAL REQUIREMENTS SECTION 01400 QUALITY CONTROL PAGE 1 20.01 QUALITY CONTROL INSPECTION SERVICES The following items will be field inspected by a qualified and licensed testing laboratory. Field inspectors shall be licensed and qualified: 1. Concrete 2. ' Welding 3. Roofing 4. Soils Compaction Roofing shall receive continuous inspection during the installation. All inspections will be reported in written form with 3 copies to the Contractor and 2 copies to the. Architect. The cost of inspection will be paid by the Owner. e above inspection ALLOWNANCE Contractor shall allow $7,000 services. 30.01 01500..; TEMPORARY FACILITIES AND CONTROLS PART II, DIVISION I GENERAL REQUIREMENTS SECTION 01500 TEMPORARY FACILITIES AND CONTROLS PAGE 1 The Contractor shall at all times take such precautions as may be necessary to brace, secure and protect all parts of the work and shall provide and maintain such guards, fences, lights and signs as may be necessary and /or required. All subcontractor's work shall comply with the standards set by the Department of Labor and Industries, State of Washington: and all Federal safety laws and requirements. L M1 01710. 10.01 01710.02 01740 40.01 CLEANING .PART II, DIVISION 1• GENERAL REQUIREMENTS SECTION 01700 PROJECT CLOSEOUT PAGE 1 The Contractor and his subcontractors shall at all times keep the premises in a clean and orderly condition, insofar as his operations are concerned. . Upon completion of the job, the Contractor and his subcontractors shall remove all rubbish and leave the area in a "broom clean" condition. .If any subcontractors fail to meet their obligations hereunder the Contractor may, upon 12 hours notice, perform such clean -up at the subcontractor's expense; the Contractor to decide upon the appropriate proration of costs, where more than one sub- contractor is involved. Concrete floor shall be machine washed. At the completion of work, all glass, aluminum, plumbing fixtures, electrical fixtures and other surfaces shall be thoroughly cleaned. The General Contractor shall allocate responsibility. GUARANTEES, WARRANTIES AND BONDS The Contractor and each subcontractor shall remedy any defects due to faulty materials or workmanship and pay for any damage to other work resulting therefrom, which shall appear within a period .: of one year from the date of notice of completion, unless a different period . of guarantee is provided for elsewhere in the contract documents. Owner shall give prompt notice of observed defects. Subcontractors called upon to perform under this guarantee shall do so within 12 hours of notification and shall complete the required work diligently, failing which, the work shall be completed by others and charged to the subcontractor. i • Cta }CNVC4 r• AB•Ntb ..DNDtutu MOU$iON 4C•INCTON, II, •t a. :..t• .. • to •:Y• L•." C.•• !.•"T• L.4AB. i•LA/TLC C+••CUSC WAS.IU/O7O6, D C. WNITC PL•INS SUITE SOO,NORTHGATE EYEC'JTIVE CABLE: DAMCI.IOR.E McCann Construction Company Inc. P.O. Box 88314 Seattle, Washington 98188 Attention: Mr. Sam Holden Gentlemen: u S L 0 0 0:. 3 1: � L 'vi+f CO'.ti L'1Tt.1.7C '1. TNC C!.J'4O'.LICN AN!: A..LICO C•0114 SCICNCCS CENTER ISE N. E.100 STREET SEATTLE,WASHINGTON • August 2, 1978 Report of Engineering Services During Earthwork Project 395 Southcenter South Industrial Park Tukwila, Washington 99125 ' 12061 523-0560 TWX: 9IO.44a•2021 RECEIVED AUG 4 1978 McCann This letter summarizes our observations and the results of our density testing which have been carried out during the placement of building pad fill for the proposed Project 395 structure in the Southcenter South Industrial Park, Tukwila, Washington. The proposed building will be located at the southeast corner of the intersection of Todd Boulevard and Olympic Avenue South. The building will be a warehouse structure roughly 220 by 180 feet in plan dimen- sions. A future 180- by 120 -foot southward expansion of the facility is planned. Recent structural fill was placed prior to the beginning of our observa- tion and testing. The material consisted of 'a brown fine sand with occasional coarse sand and gravel. This fill was 1 to 1 -1/2 feet thick and covered the building area. In -place density tests performed on this initial fill pad indicated that the fill was compacted to a dry density of at least 95 percent of the maximum as determined by AASHTO Test Designation T -180. Structural fill placement was undertaken on July 17, 1978 to complete the fill pad. Compacted fill and preload placement were'completed on July 19, 1978. The material initially consisted of a brown silty sand with gravel. As fill placement progressed the material changed to a brown silty gravel with sand. The material was brought to the site by A•••LNt CA. .,4044 •UWA:T LCNCC /: MAC PIS •LLOOIANC 7OPICN•C VANCOUVC A,S•C r DAQ%1ES S i':400mE McCann Construction Company Inc. August 2, 1978 Page 2 truck, spread into layers by a small dozer, and compacted using a large vibratory roller. The preload fill was extended 25 feet into the future expansion area as recommended in our soils investigation report. In -place density tests taken in the structural fill pad indicate that the fill was compacted to a dry density at least 95 percent of the maximum as determined by AASHTO Test Designation T -180. Based on these results and our observations we conclude that the building pad has been satisfac- torily placed and compacted. Daily memos and reports have been submitted to Mr. Holden or his representative as the work progressed. After the fill pad was completed the preload was placed. The preload consisted of a brown silty gravelly sand occasionally grading to a brown sandy silt with gravel. The preload was placed 2 -1/2 feet thick through the central portion of the building area, sloping to a 2 -foot thickness around the perimeter. We appreciate the opportunity to serve you on this project. If you have any questions or if we can be of further assistance, please contact us. JKT:WJG:dh 8886- 066 -05 NFSS NA �\ ,- Yours ver truly, DAMES ORE By Ae Ja K. Tuttle Partner and illiam J. aham Project Engineer r SOILS AND FOUNDATION INVESTIGATION PROPOSED OFFICE AND WAREHOUSE BUILDING TUKWILA,'WASHINGTON DAMES & MOORE June 6, 1978 7803- 004 -05 ANCHORAGE LOe. AN.; r ACS ATLANTA NEW OC1 DILL■11OS NEWPORT ROACH 11OCA nATOH NCW YOfl. OOSTON PHOE111X. CHICAGO PORTLAND CINCINNATI SALT LANE CITY cRAIIr,no 9AN rRA1lCIhCO DENVER SANTA OARRARA FAlfl0.l11 SEATTLE. HONOLULU SYRACUSE HOUSTON WASHINGTON, D.C. LEXINGTON, NY WHITE PLAINS W.W. Grainger, Inc. 5959 West Howard Street Chicago, Illinois 60648 Attention: Mr. Bob Bishop Gentlemen: SCOPE AND PROJECT DESCRIPTION CONSULTANTS IN THE ENVIRONMENTAL AND APPLIED EARTH SCIENCES SUITE 500, NORTHGATE EXECUTIVE CENTER • 155 N. E. I00TH STREET • SEATTLE, WASHINGTON 9 8125 • 12051 523-0560 CABLE: DAMEMORE TWX: 910 -444 -2021 • June 6, 1978 Soils and Foundation Investigation Proposed Office and Warehouse Building Tukwila, Washington We have completed our soils and foundation investigation for the subject project in accordance with your authorization of our proposal dated April 13, 1978. A description of our investigation and our recommendations are presented in this report. The purposes of our investigation were to explore the subsurface soil conditions at the site and, using the information obtained during this investigation along with available geotechnical engineering data from previous projects in the immediate area, provide engineering recom- mendations for foundation support and site development. Specifically, our studies include: ATHENS PERTH CALGAPT n1YA011 JANAR CJ. SINGAPORE KUWAIT SYDNEY LOIIOON TEHRAN MADRID TOKYO MELOOURNE TORONTO VANCOUVER, R.C. 1. Recommendations for the design of shallow foundations including allowable soil bearing pressures, as well as minimum width and depth for spread and continuous footings. 2. Recommendations for placement of permanent and surcharge fill. W.W. Grainger, Inc. June 6, 1978 Page 2 3. Estimates of the magnitude and time rate of settlement of foundations designed and constructed as recommended. 4. Criteria for the support of floor slabs, including estimates of postconstruction settlement performance under the design floor loads following completion of the recommended surcharging program. Present plans call for the construction of a 1- story, slab -on- grade, warehouse /office facility with a 19 -foot ceiling clearance. The structure will be 180 by 200 feet in plan dimensions. A future 180- by 120 -foot southward expansion of the facility is planned. The finished floor elevation will be established at car - loading height. The structure will be supported by a combination of continuous perimeter wall footings and individual interior column footings. The maximum anticipated live plus dead peripheral wall and interior column loads will be on the order of 3.5 kips per lineal foot and 80 kips, respectively. The overall total slab -on -grade design load will be 300 pounds per square foot. FIELD EXPLORATIONS AND LABORATORY TESTING Six text pits were excavated on the site to explore the shallow subsurface conditions. These test pits extended from 7.5 to 11 feet beneath the existing ground surface. The locations of the test pits are shown on the Site Plan, Plate 1. The field explorations were continuously monitored by a staff geologist from our office who classified the soils encountered, maintained a log of each test pit, collected representative soil samples, and made detailed observations of site conditions. The logs of the individual W.W. Grainger, Inc. June 6, 1978 Page 3 test pits are presented on Plates 2 through 4. The soil samples were classified in accordance with the Unified Soil Classification System as presented on Plate 6. Samples recovered in the field were placed in air -tight containers and returned to our laboratory for further examination. Moisture content and density determinations were performed on selected soil samples. The results of these tests are being maintained in our files and are available upon request. SITE CONDITIONS Surface: The proposed site is located southeast of the intersection of Olympic Avenue South and Todd Boulevard South. Existing warehouse facilities border the site on the east and south. The relatively flat site is grass covered with the exception of small ponded areas with up to 1 foot of water that are located west of the building area and the immediate building area which is overlain by approximately 3 feet of fill. This fill consists of loose gravelly sand. It is our understanding that it extends at least 5 feet beyond the proposed building perimeter. The subsurface exploration program indicates that beneath the recently placed fill the building area is underlain by nonuniform, alternating layers of silty sands, sandy silts, silts, and sands, with varying amounts of organic material in some of the layers which are typical of this portion of the Green River valley. These materials are generally in a loose (soft) condition; however, medium stiff to stiff silt layers were encountered near the surface in the test pits that were located along the proposed western building line. Ground water was observed at depths ranging from 5.5 to 7.0 feet below the existing ground surface. W.W. Grainger, Inc. June 6, 1978 Page 4 A review of the available information in our files from previous investigations in the industrial park revealed one boring that lies within the proposed building area. This boring encountered alternating layers of loose (soft) sandy silts, sands, silts, and peaty silts to a depth of 18 feet below the ground surface. These materials are underlain to the limit of the drilling by loose to compact well and poorly graded sands. The ground water was observed in the boring at a depth 6 feet below the ground surface. The boring is located on the Site Plan, Plate 1 and a copy of the boring log is presented on Plate 5. RECOMMENDATIONS Based on the results of the soil explorations, laboratory testing, and our knowledge of soil conditions in the park, we conclude the building loads and floor slabs can be satisfactorily supported on shallow founda- tions. A surcharge program to reduce postconstruction settlements is recommended. Special attention should be given to the extent of surcharging along the south wall of the initial building area. The planned future expansion of the facility will require additional surcharging at a later date. In order to minimize the potential influence of this future loading on the south portion of the initial building, we recommend that the present surcharge operations extend at least 25 feet into the future expansion area. Site Preparation and Earthwork: All vegetation on the site should be cut close to the ground surface and removed before additional fill is placed. The existing fill in the building area should be spread to form a uniform thickness over the building area and thoroughly compacted before additional fill is placed. The additional fill required to establish floor grades should consist of relatively clean sand or sand and gravel. All fill should be compacted to at least 95 percent of the maximum dry density as determined by AASHTO Compaction Test Procedure W.W. Grainger, Inc. June 6, 1978 Page 5 T -180. The fill should be placed in lifts of approximately 8 to 10 inches of loose thickness. Vibratory compaction equipment should provide the most efficient method of compaction for the specified fill material. The zone of compacted fill should be carried to approximately 4 inches above the bottom of slab grade to allow for settlement under the weight of the fill. We recommend that the earthwork operations be observed and testing carried out by a qualified soil engineer in order to verify that these recommendations are achieved. We recommend that a surcharge fill be placed over the structural fill to preinduce settlements which will otherwise be caused by the storage loads within the structure. The extent of surcharging used is, in part, a function of the time which can be allowed for the surcharge fill to remain in place, as well as the amount of postconstruction settlement which is considered acceptable. Our experience with adjacent structures indicates that a surcharge fill consisting of 2 -1/2 feet of material through the central portion of the building area sloping to a 2 -foot thickness around the perimeter should induce the major portion of settlements due to design floor loadings if left in place for approximately 2 to 3 weeks. Alternatively, the thickness of surcharge fill could be reduced by approximately 1 foot if the material can be left in place for approximately 10 days to 2 weeks longer. The surcharge fill should extend for full height at least 5 feet beyond the building perimeters on all sides with the exception of the southern site, where the full height of surcharge should extend at least 25 feet into the future 'expansion area. Settlements resulting from the placement of the remainder of the structural fill pad, plus the surcharge load are expected to be in the range of 2 to 3 inches. In order to monitor the magnitude and rate of settlement during surcharging, we recommend that at least four settlement markers be placed within the building area. These markers should be i i t 1 1,1 W.W. Grainger, Inc. June 6, 1978 Page 6 installed immediately following the spreading and recompaction of the existing fill and before additional material is imported. We recommend that the markers be read at least twice a week during and for the first week following fill placement and once a week thereafter. The readings should be provided to us promptly so that we can evaluate them and advise when the surcharge can be removed. Foundation Support: Footings may be founded either at shallow depth on the natural soils or on structural compacted fill. In the latter case, it will be necessary to overexcavate and replace natural materials for perimeter footings. The perimeter footings should be founded at least 18 inches below the lowest adjacent grade. Where footings are supported on the natural soils, they should extend at least 6 inches below the original ground surface in order to penetrate any zones of topsoil and surface vegetative root structure. These footings may be designed using a bearing pressure of 1,500 pounds per square foot for the total of dead plus long -term live loading. When wind or seismic loads are considered, this value may be increased by one - third. Where footings are founded on the natural soils, it is important that the excavations be inspected by a soils engineer to verify that the exposed soils will satisfactorily support the footings as designed. If wet, loose, or soft materials are encountered, as may be the case in the valley alluvium, overexcavation and replacement to a depth of 12 to 18 inches with compacted fill may be required. Alternatively, the peripheral footings for the structure may be designed using higher bearing pressure if the overexcavation and replacement of the natural soils is accomplished. Overexcavation to a depth of 3 feet below footing grade and replacement with granular fill compacted as recommended for general building area fill will permit design of the footings using a bearing pressure of 2,500 pounds per square foot. This value is intended to apply to the total of all dead W.W. Grainger, Inc. June 6, 1978 Page 7 plus long -term live loading and may be increased by one -third when considering wind or seismic loads. The overexcavation beneath footings should extend at least 1 foot on each side of the edge of the footing. On the interior side, the excavation should slope upward at a 1:1 slope to intersect the bottom of the general building area of structural fill. All bearing values presented are intended to be exclusive of the weight of the footing and any overlying backfill. Footings should be a minimum of 16 inches in width. Interior footings may be founded at a minimum depth of 12 inches beneath the surface of the floor slab. Design criteria for these footings is the same as for perimeter footings founded on compacted fill. Settlements: We estimate that the settlement of footings designed and installed as recommended will be on the order of 1/2 to 3/4 inch. A major portion of this settlement will occur rapidly upon application of load. Postconstruction settlements of both the structural frame and the floor slab due to the influence of the floor loading will be dependent, in part, on the extent of the surcharge program. Our experience in the area indicates that postconstruction settlements should not exceed 1 inch if the surcharge program is carried out as described above. Differential settlements across the building area will be largely dependent upon the uniformity of floor loading. If relatively uniform floor loading is maintained, particularly during the initial stages of building occupancy, we estimate that differential settlements should not exceed 1/2 inch over a 50 -foot distance. Floor slab support: The floor slab should be supported directly on the compacted fill, providing it consists of free - draining material. Otherwise, we recommend that at least 4 inches of sand or gravel be placed to provide a capillary break against the possible rise of moisture through the fill and into the slab. 7 • 1. • L..Y • • • W.W. Grainger, Inc. June 6, 1978 Page 8 In summary, the site presents no unusual requirements with respect to development based on our past experience in the immediate area. Review of the earthwork operations and the settlement data by our office is recommended to evaluate the effectiveness of the earthwork surcharging program. If you have any questions concerning the information presented in this report, please do not hesitate to contact us. JKT:EG:mb 3 copies submitted 7803-004-05 cc: McCann Construction Company, Inc. Attention: Mr. Bruce E. McCann Yours very truly, By And MOORE ack K. Tuttle Partner Ernest Gomez Project EngineerH ( .t f 0 1 +65 -2 PROPOSED OFFICE WAREHOUSE FUYURE EXPANSION L -- -- - - - - - BUILDING 364 100 50 `PROPERTY LINE I *5 PROPERTY LINE H ti StREEt� PLOT PLAN 0 SCALE REFERENCE' DRAWING ENTITLED' "MCCANN PROJECT 0 395, SOUTHCENTER SOUTH INDUSTRIAL PARK, TUKWILA, WASHINGTON," ALFRED H, CROONOUIST A.I.A. & ASSOCIATES, ARCHITECTS, DATED 1044.77 BUILDING 300 100 KEY TEST PIT LOCATION 1 AND NUMBER -4 - APPROXIMATE LOCATION OF BORING PERFORMED DURING PREVIOUS INVESTIGATION M•U• • •355 PLATE I 0 TEST PIT 1 0" - 2" Grass Cover With Ponded Water 2" - 24' ML Brownish -Gray and Gray Mottled Silt (Soft to Moderately Stiff)(Moist) 2' - 41' SM- Mottled Gray and Brown Silty Very Fine Sand (Loose) ML 4' - 5' SM- Gray Silty Clayey Very Fine Sand And Sandy Silt ML (Loose) (Saturated) 5' - 7 ' SM Gray Slightly Silty Very Fine Sand (Saturated) (Loose) 7' - 11' SM- Gray Very Silty Fine Sand and Thin Interbedded ML Gray Silt With Organic Matter (Loose) (Saturated) Test Pit Completed at 11' 5 -17 -78 Ground Water Not Encountered TEST PIT 2 0" - 3' SM- Grass With Roots, Into Gray and Brown Mottled ML Very Silty Fine Sand to Sandy Silt (Loose)(Moist) 3' - 4' SP Dark Brown Fine Sand (Loose) (Damp) 4' - 5' SM- Mottled Gray and Brown Very Silty Fine Sand, ML Sandy Silt with Small Roots (Loose) (Wet) 5' - 7i' SM Mottled Gray and Brown Very Silty Clayey Fine Sand (Loose) (Wet) 7.' - 11' ML- Gray Sandy Clayey Silt with Abundant Roots, Soft, SM with Thin Very Silty Fine Sand Seams and Silt Seams (Saturated) Test Pit Completed at 11' 5 -17 -78 Ground Water Encountered at 5 ' •*MUG • ■OOw■ c :< 3 i W s 0 J n , TEST PIT 3 0' - 2' SM Mottled Gray and Brown Silty Very Fine to Fine Sand (Loose) (Damp) 2' - 2P ML Gray S i l t (Soft) (Damp), 2' - 5' SM- Mottled Gray and Brown Silty Fine Sand (Loose) ML (Damp) 5' - 6/' SM Mottled Gray and Red -Brown Silty Sand (Loose) (Wet) b' - 11' SM Gray Silty Fine Sand with Roots (Saturated) (Loose) Test Pit Completed at 11' 5 -17 -78 Ground Water Not Encountered TEST PIT 4 - 1' CL . Gray Silty, Gravelly, Sandy, Silty, Clay,: (Soft) (Moist) 1' - 2' SP- Brown Silty to Slightly Silty Sand (Damp) (Loose) SM 2' - 5' ML Gray and Slightly Brown Mottled Very Fine Sandy Clayey Silt with Roots (Moist) (Soft to Medium Stiff) ' SM- Gray and Brown Mottled Very Silty Fine Sand ML Interbedded with Very Fine Sandy Silt and Silty Sand (Wet) (Loose) Test Pit Completed at 8' 5 -17 -78 Ground Water Encountered at 7' •AM.• • MO•w■ c i s 0 0 a W J TEST PIT 5 0' - 2' SM Brown Silty Gravelly Sand (Moist) (Loose) 2' - 4' ML Gray Slightly Fine Sandy Silt (Damp) (Medium Stiff) 4' - 6' SM Gray and Brown Mottled Silty to Very Fine Sand (Moist) (Loose) - 11' SP Dark Brown Fine to Medium Sand with Very Thin Silt Seams (Saturated) (Loose) Test Pit Completed at 11' 5 -17 -78 Ground Water Encountered at 64.' TEST PIT 6 0' - 2' SM Brown Silty Fine Sand (Moist) (Loose) 2' - 4 ' ML Gray Silt with Roots (Medium Stiff) 4' - 7' SM- Mottled Gray and Brown Very Silty Fine Sand and ML Sandy Silt (Damp) (Stiff) -8' SP Dark Brown Fine to Medium Sand (Saturated) (Loose) - 10' ML Gray Clayey Silt (Saturated) (Soft) Test Pit Completed at 10' 5 -17 -78 Ground Water Encountered at 7' f~ 0 J W U- z C 0 10 15 20 25 30 35 40 45 50 55 60 65 5 3 107- ■ 3 83-39-111.7 6 • 9 • 20 121-92- 31,4%■ 16 • 53 • 55 118 -96- 20.0%• 50 • 61 120 -88- 36.8%• 37 36 • BORING 65 -2 ;• SW „ V.,, . 4.. • ioti. :.I.i '.A:• •0.,- ML SP ML ML PT SP BROWN SANDY SILT WITH OCCASIONAL ORGANIC MATTER (MODERATELY SOFT) BROWN FINE SAND WITH OCCASIONAL ORGANIC MATTER (LCOSE) WATER LEVEL, 2- 19 -65. GRAY SILT WITH OCCASIONAL ORGANIC MATTER (SOFT) GRAY SILT MIXEC WITH BROWN PEAT (MODERATELY SOFT) GRAY FINE SAND WITH OCCASIONAL ORGANIC MATTER AND OCCASIONAL LAYERS OF GRAY SANCY SILT (LOOSE) SAND GRADES COARSER AND MORE COMPACT GRAY FINE TO COARSE SAND (COMPACT) SPECIFIC GRAVITY ■ 2.71 BORING COMPLETED, 2- 17 -65. BLOWS REQUIRED TO DRIVE SAMPLER ONE FOOT WEIGHT -2f0 LBS., STROKE -24 INCHES. DRY DENSITY* 40 115 -98 -21.4% • INDICATES DEPTH AT WHICH UNDISTURBED MET DENSITY —% SAMPLE WAS EXTRACTED. MOISTURE CONTENT LOG OF BORING MM•• • MOOA■ PLATE 5 MAJOR DIVISIONS GRAPH L rMD soon srMear TYPICAL DESCRIPTIONS COARSE GRAINED SOIL S YORE TNAM •0111 OF MATINIAL IS Lora THAN NO S00 SIEVE HIE GRAVEL AND GRAVELLY SOILS SOILS roN[ THAN SO 1L OF COARSE /SAC• TION N[TAIG[e ON NO A SIIV[ a : i ! • CLEAN • GRAVELS A •P 0 •• OW (LITTLE ON NO • . • INU • SNAMO SNAVILS, slum • S AN N INTANES, LITTLt ON VINCI ;NMI �' '' y•. *:,. }9T' viii. , , GP aP 01 ! Wil *• POONLT • • [AND IIIETNNIS, LITiLl on NO PINS r I • I, GRAVELS WTH FINES � • Ii I' � • A4NT I ' SAG AM ON? i QM SILTY, /N5(L[, •SAND• SILT N11,01111 • OF 'IN(S) e V .• t r/ ��+• JP, •01,1 • GC CLAYEY , •NANO• Cu TU r NIl Il SAND AND SANDY SOILS rom! TNAM [o% OF ((ANSI ►SAC VON MUGS NO 4 IIIV! •".•,....:'...• • SW ', • SW ' CLEAN SAND :,:•,' ' (LITTLI OP NO • ' '••' NIL!. • SN►010 , MAY ILLY SAMOS, LITTLE ON NO TIM'S TINIS) I .I� lli•'I i���1 11 :{ II' lt: { I++I i i i SP Lf�li' i rooNLY • ONADfD SANDS, LITTLE OP MO PINES i 1 DI t i �) 1 t SM SANDS WITH FINES • I I I I ■A[LI ANOU *T SILTY SAMOS, SANO•SILT r1ET4M0 OP FINES) :P.,; • r •• • . i ••, •�• /� • Sy CL MT SAMOS, IAMD•CL AT WEi1MlS FINE GRAINED SOILS MOSS THAN SO % OP rAl[RIAL II IltlLL THAN NO I I(IIIIIIIIII((I ML INS IMOMAM• Y Cl A ON I WITH I 1r 011 , ROCS ILONA, 'toy SILTS LNU10 LIr1T / / / /•, • '''• AND LW THAN 10 /// CL CL CLAYS // INORGANIC CLAYS Or 1.011 TO MCOJUr 1 (1?!, /AHOY CLAYS, SILTY CLAYS, L[AN CLAYS 1 I 1 I iii i IIII OL ORGANIC SILTS ANN ONSAMIC SILTY CLAYS O► LOT; ICITT NH IMONSANIC SILTS, INCACIOUS ON DIATOMACEOUS FINS SAND OR SILTY SOILS SILTS AND 1)0410 LIMIT HULLS THAN AO CH HULLS CLAYS INOMANIC CLAYS OF MIDI PLA/FICIir, PAT ,J 100 SIIVI Silt • • • • �• • OH • OMANIC CLAYS ON WOW. TO wSM PL*STICYT, ONfAMIC SILTS , I .. HIGHLY ORGANIC SOILS • I - PT Il F. FIAT, NUM, SSAUF SOILS SITS HISS ONSANIC CON TINTS WTI DUAL STENCILS ASS SAND TO INOICAT[ SONMNLIMI SOIL CLASSIFICATIONS SOIL . CLASSIFICATION CHART UNIFIED SOIL CLASSIFICATION SYSTEM SIIwEr11u• • wUDU Id. 02200 EARTHWORK 00.1 GENERAL PART II, DIVISION 2 SITEWORK SECTION 02200 EARTHWORK PAGE 1 This section covers stripping of excess fill soils, existing asphalt areas, recompaction of exposed surfaces, preparation of footing excavations, back - filling of walls and trenches I and other earthwork as required. .. 02210 SITE GRADING 10.1 The work to be accomplished under this section covers all work within the building area and all earthwork exterior I to building area within project limits. 9 P J 10.2 Portion on building area at warehouse level to be cut to bring finish floor 3'9" at truck well and the balance of the building to be graded to drain away from building. Where fill is called for it shall be compacted to 95% as per A.A.S.H.0 standards. 10.3 The Contractor shall commence earthwork operations by stripping from site all asphalt areas and excess soils which exist above final subgrade elevation. Any soft or spongy areas shall be excavated and rebuilt as soeci- l _ below, or removed from project site. 1 _ 02222 STRUCTURAL EXCAVATION, BACKFILL AND COMPACTION 22.1 EXCAVATIONS The exposed surface shall be proof rolled with heavy pneumatic -tired roller or any other suitable approved compaction equipment. Any soft or spongy area being noted during proof roll shall be excavated and rebuilt IL as specified below. If no soft or spongy areas are noted during proof roll, the exposed surface shall be acceptable. Sub -base shall be approved by Soils Engineer prior to further construction. Soft or spongy areas noted prior to or during proof rolling shall be excavated and the removed material replaced with clean sand or sand and gravel mixture that is approved by the Soils Engineer. 22.2 BACKFILL AND COMPACTION A. The granular backfill shall be placed in lifts and then compacted to a minimum of 95% density in accordance with A.A.S.H.O. Specifications T -180. Any additional fills required to bring the site to proper elevation } shall be compacted to the same specifications. B. Backfills against exterior walls shall be the same clean sand or sand and gravel and compacted in lifts to a minimum of 95% density. r. t r . i PART II, DIVISION 2 SITEWORK SECTION 02200 EARTHWORK PAGE 2 22.2 BACKFILL AND COMPACTION (Con't.). C. Existing asphalt may be used as fill under the building provided it is broken into pieces not more. than 18 inches and placed at least 12 inches below sub grade. 22.3 BUILDING FOOTING EXCAVATIONS Footing excavations shall be prepared with conventional' equipment and in accordance with contract plans. Contractor shall prepare footings so as to avoid softening or disturbing previously placed and compacted fills. Any soft or spongy soils noted at the base of any excavation at the time of preparation or prior to pouring shall be removed and the area rebuilt with a clean sand or sand and gravel mixture. 22.4 EARTHWORK EXTERIOR TO THE BUILDING The Contractor shall proof roll the area receiving asphaltic paving as specified above and remove any soft and spongy areas as specified above. 22.5 BACKFILL AND UTILITY TRENCHES Attention of the Contractor is called to the numerous utility lines to be placed on the site outside the building area... All excavation for underground utilities shall be wasted if.. under paved or loaded area and the backfills made with clean . sand or gravel. All backfills shall be compacted to a minimum of 95% density. PART II, DIVISION 2 SITEWORK SECTION 02500 SITE DRAINAGE PAGE 1 02500 SITE DRAINAGE 01.1 GENERAL A. Make arrangements with local sewer district for connections and pay all charges. B. Sewer Contractor shall verify depths of inverts and flow lines for both sanitary and storm sewers in the_area prior to commencing work. 01.2 MATERIALS A. Concrete pipe, non - reinforced conforming to ASTM C -14 and extra strength to ASTM C- 76 -73, and to the additional requirements of Concrete Products Association of Washington CPAW 100 and CPAW 101, or corrugated aluminum pipe as approved by Pierce County Public Works Department. B. Wyes, Tees, bends and other fittings by pipe manufacturer. C. Catch basins: Parking lot catch basin State of Washington Type I as indicated on drawings by Renton Concrete Products, Inc., No. 5435 cast iron frame and grate or approved equal. Bricks to adjust grate to finished grade. D. Standard manholes constructed of pre -cast reinforced concrete rings and cones, Renton Concrete Products, Inc. or approved equal. Flat slab reinforced tops with 24" round offset holes for depths not over eight feet. Where depth to invert exceeds 6 ft., provide steps built into and thoroughly anchored in walls. Wall along line of steps shall be vertical for entire height. Deformed bar steps 12 o.c. hot dip galvanized after bending. Base section either precast or poured in place, with invert channels formed in the concrete or built up with half tile laid in concrete for smooth even flow. Cast iron ring and cover, Olympic Foundry No. 5823. Bring to grade with brick and cement mortar. E. Mortar for joints, 1 part Portland Cement and 1 -1/2 parts plaster sand with only enough water to produce the proper consistency. F. Concrete for manhole basis, etc. 28 day compressive strength 2500 psi. G. Gravel shall be clean, washed, graded 1/2" to 1 -1/2 ". 1 PART II, DIVISION 2 SITEWORK SECTION 02500 SITE DRAINAGE PAGE 2 02500 SITE DRAINAGE (Cont.) 01.2 MATERIALS (Cont.) H. Bedding shall be pea gravel or natural sand graded from fine to coarse, free from rubbish, corrosive materials, and containing'not more than 10% loam and clay by weight. 01.3 EXCAVATION AND BACKFILL A. Excavate trenches of sufficient width for proper installation and grade bottom uniformly. Dig trenches 4" or more deeper than final grade line and backfill and compact to required grade with graded gravel maximum 3/4" sieve, coarse sand or pea gravel. B. Control grading in vicinity of trench to prevent surface run -off into the trenches. Remove water in the trenches immediately. C. Backfilling to be done after testing and inspection. All excess material must be disposed of off site. Backfill to be free draining material approved by Soils Engineer. 01.4 INSTALLATION A. Lay to line and grade, proceeding upgrade with spigot end in direc- tion of flow. Each pipe true to line and grade and bedding adjusted to uniformly carry the bottom quadrant of the pipe. B. Keep suitable swab or drag in the line and pull forward after joint has been made to clean out line. Temporarily plug pipe at end of work period. C. Provide wye branches as required. Seal wye with plug and gasket where branch is for future use. Stopper shall be removable without damaging the bell. D. Bring cleanouts to within 12" grade in unpaved areas and to grade in paved areas with cast iron cover. E. Plaster the joints in manholes with cement mortar to make watertight. a. Test all sanitary sewer piping and appurtenances according to CPAW "Leakage Testing of Rubber Gasketed Sewers ". b. Special requirements of the Sewer District take precedence over the foregoing. PART II, DIVISION 2 SITEWORK SECTION 02500' SITE DRAINAGE PAGE 3 20.1 . GENERAL Design based on maximum storm likely to occur at 5.year frequency. Connect drainage lines to storm sewer as shown on drawings. Concrete pipe reinforced as required, or corrugated aluminum pipe as approved by the City of Tukwila Public Works Department. Pre -cast concrete . catch basins and manholes. Design in accordance with King County Standards. 20.2 SEWER Design in accordance with "Standard Specification. for Municipal Public Works Construction. Concrete pipe reinforced as required. 02800 GENERAL 00.1 GENERAL Landscaping as shown on the landscape drawing L -1. Include automatic irrigation system. PART II, DIVISION 2 SITEWORK SECTION 02800 LANDSCAPING PAGE 1 21.2 WORKMANSHIP Design, construct and erect forms conforming to shape, line and grade shown and of adequate strength to sustain all construction loads without deformation. Panel type forms shall be accurately fabricated and erected to minimize the development of irregularities at panel joint lines. Use only forms in excellent condition on exposed surfaces. Patch forms to be re -used carefully and neatly. Remove projecting nails and concrete residue. Install form strips for jointing in exposed concrete straight, plumb, true to dimensions, with neat intersections. No wood blocking braces or carriers shall be used in forms which will remain in the con- crete when forms are removed. Set all form boards and lining horizontal. 21.3 FORM TIES Ties shall leave no metal within 3/4" of the concrete surface. All tie holes shall be filled with cement mortar placed dry and rammed solid. Ties shall be spaced not over 2' -0" o.c., horizontally and vertically unless otherwise approved for pre - fabricated forms. 21.4 TOLERANCES FOR BUILDING CONSTRUCTION - Maintain the following dimensional tolerances: Footings Minus 1/2 inch plus 2 inches Cast in place walls Minus 1/4 inch plus 1/2 inch Slab thickness Minus 1/4 inch plus 1/2 inch Precast wall panels thickness Minus 1/4 inch plus 1/4 inch Height & Weight Minus 1/2 inch plus 1/4 inch 21.5 CONTROL Check slabs during finishing operations for deviations by use of a 10 -foot long straight -edge. Variations from established requirements shown on drawings and specified that exceed the tolerances will be considered defective work and will be removed and replaced at Contractor's expense. 03100 CONCRETE FORMWORK 03105 FORM LINERS AND COATINGS 05.1 FORM TREATMENT Forms shall be coated with approved Silicone and Phenolic resin coating not detrimental to painting. Forms shall be re- coated as required, not less than each third use generally and for every use on exposed walls. 03121 PANEL FORMS PART II, DIVISION 3 CONCRETE SECTION 03100 CONCRETE FORMWORK PAGE 1 21.1 MATERIAL Pre -cast Wall Panel Forms, including edge and side forms, shall be nominal 2" standard and better grade lumber. (Grading per WCLB Grading Rules Latest Editions.) 03200 CONCRETE REINFORCEMENT 00.1 SCOPE Provide reinforcing steel materials and accessories. Installation in accordance with latest ACI Building Code, unless otherwise specified or indicated. 00.2 SHOP DRAWINGS The Contractor shall provide complete shop drawings showing all dimen- sions necessary for fabrication and placing of the reinforcing steel and accessories. The shop drawings shall be complete unto themselves and shall show as a minimum, plans of slab reinforcement, beam elevations, wall elevations, appropriate supporting sections, all in accordance with ACI Standard 315. Shop drawings shall be approved by the General Con- tractor and coordinated for bolt, insert locations, and lifting steel requirements. Each wall panel shall be detailed unless it is exactly typical with others. 00.3 REINFORCING SPECIFICATIONS The following specifications and standards, latest edition, shall be considered as a part of these specifications. ASTM A 615 Standard Specification for Deformed Billet Steel bars, grades 40 and 60. ASTM A 185 Welded Steel Wire Fabric ACI 315 Manual of Standard Practice Detailing Structures ACI 318 Building Code Requirements CRSI 63 Placing Reinforcing Bars CRSI 65 Placing Bar Supports 03210 STEEL BAR AND WELDED WIRE FABRIC REINFORCING PART II, DIVISION 3 CONCRETE SECTION 03200 CONCRETE REINFORCEMENT PAGE 1 10.1 BARS a. Deformed - Conform to ASTM A 615 -72, grade 40 and 60. b. Plain - Conform to ASTM A 36. Provide mill tests for all steel utilized in the project. All material shall be clean and free from rust, dirt, and all foreign matter. 10.2 WELDED WIRE FABRIC Conform to ASTM A 185 -72, gauge and mesh as shown on drawings. 1 i 03210 STEEL BAR AND WELDED WIRE FABRIC REINFORCING (Cont.) 10.3 FABRICATING AND.PLACING A. TOLERANCES a. Fabricating - sheared length; 1" plus or minus. Depth of truss bars; plus 0, minus 1/2" Stirrups and ties; 1/2 ",plus or minus. All other bends; 1" plus or minus. b. Placing - concrete cover to formed surfaces; 1/4" plus or minus. Minimum spacing between bars; minus 1/4 ". Top bars in slabs; . members.8" deep or less, 1/4" plus or minus. Members more than 8 "; 1/2" plus or minus. Crosswise of members; spaced evenly. within 2 ". Lengthwise of members; 2" plus or minus. Bars may be moved as necessary to avoid interference with other reinfor- cing steel, conduit or embedded items. If moved more than one bar diameter, or enough to exceed the above tolerances, obtain approval of the resulting arrangement. B. PLACING Accurately position reinforcement, support and wire together to prevent displacement by construction loads or placing of concrete; concrete blocks may be used for support on ground. Provide approved bar chairs and spacers over formwork. Where the concrete surface will be exposed to the weather in the finished structure, or where rust would impair architectural finishes, the portions of all accessories in contact with the formwork shall be stainless steel or galvanized metal with plastic covered legs. C. OTHER Offset vertical bars in columns at least one bar diameter at splices. Furnish templates for all column dowels. No bending of reinforce- ment after being partially embedded in hardened concrete without approval of Architect. Splices; lap all bars 30 diameters or as noted on drawings. D. COVER OF REINFORCING All reinforcing shall be covered as follows, unless noted on details: Unformed surfaces against earth Formed surfaces against earth Surfaces exposed to weather - -beams or columns Precast panels, unless noted otherwise 2 PART II, DIVISION 3 CONCRETE SECTION 03200 CONCRETE REINFORCEMENT PAGE 2 3" clear 2" clear 1 -1/2" clear centered PART II,.D'IVISION 3 CONCRETE SECTION 03300* CAST -IN -PLACE CONCRETE • PAGE 1 03300 . CAST -IN -PLACE CONCRETE 00.1 GENERAL A. BUILDING CODE Conform to the requirements of the Uniform Building Code for Con- crete, as supplemented and modified herein and latest edition of ACI'Building Code. B. E. ULTIMATE STRENGTH DESIGN METHOD. The ultimate strength design method was utilized in the analysis and proportioning of members or the structure in accordance with the ACI Building Code. Contractor shall note the importance of adequate strength control in the handling of all concrete. LINES AND LEVELS Employ experienced surveyor to pick up established reference points and to provide all necessary building lines. C. SHOP DRAWINGS Submit in accordance with "General Conditions ":and Section 01300. D. DIMENSIONS AND COORDINATION Verify and maintain dimensions and elevations as established. Coordinate architectural, structural, mechanical and electrical drawings to insure correct and complete installations of embedded items, sleeving and other requirements. Notify subcontractors in sufficient time to properly plan work. Particular care shall be exercised regarding pipes, conduits, etc. to be embedded in slabs. 00.2 MATERIALS A. CEMENTS Portland Cement Type I or Type II or Type III conforming to ASTM C- 150 -73a. B. ADMIXTURES Follow manufacturer's directions for control. Calcium chloride per ASTM D98 -68, up to 1% by weight of the cement, may be used as an accelerator during cold weather. Concrete mix shall provide for an air- entraining agent and a water reducing densifier meeting the ASTM Specifications C494 -71 as approved by the Engineer. Follow manufacturer's directions for control. PART II, DIVISION 3 CONCRETE SECTION 03300 CAST -IN -PLACE CONCRETE PAGE 2 03300 CAST -IN -PLACE CONCRETE (Cont.) 00.2 MATERIALS (Cont.) • C. AGGREGATES Shall be clean, hard, durable, well graded gravel or crushed stone conforming to ASTM C- 33 -71a with a maximum 1 -1/2" for slab construc- tion. Maximum aggregate size may also be 1 -1/2" for footings. D. WATER Water shall be clean and fit to drink. E. CONCRETE BOND Dewey & Almay "Daraweld ", Larson Products Corporation "Weld- Crete" or approved equal. F. PROPORTIONING AND MIXING a. General - Contractor shall proportion mix to obtain required strength within limits shown. He shall make minor adjustments as required to demonstrate slump, workability, finish and strength prior to placing any concrete within building area. Trial mixes shall be made and tested to establish concrete strengths at Contractor's expense, or test reports for mix designs used on previous projects may be submitted for approval. b. Concrete Mixes Type & Use Cement Water Slump Aggregate Admix sack /yd gal /sack range size, max. Optio an 1 Exterior 5 Footings Min Curbs (2500 psi) 5 -1/2 2 " -5" 1 -1/2" None Slab on grade 5 6 2 " -4" 1 -1/2" Retarding Interior Min at Densifier Footings discharge • or Ac- (2500 psi) celerator Precast Wall 5 -1/2 6 2 " -5" 1 -1/2" Same as Panels (3000 Min above . psi) Misc. & 5 5 -1/2 1 " -4" 7/8" Same as Exterior Min above (2500 psi) i i i 00.3 JOINTS, EMBEDDED ITEMS AND WATER STOPPAGES 3 PART II, DIVISION 3 CONCRETE SECTION 03300 CAST -IN -PLACE CONCRETE .PAGE 3 . 03300 CAST -IN -PLACE CONCRETE (Cont.) 00.2, MATERIALS (Cont.) G. MIXING AND TRANSPORTING Ready -mix concrete conform to ASTM C94 -72; use agitator type trucks for transporting concrete. Place concrete within 1 -1/2 hours after introduction of water. Obtain approval of all batch mixing at site by Structural Engineer. H. RETEMPERING Mix only in quantities for immediate use. No retempering permitted; discard concrete which has set. Adjust no mixes without approval of Architect. A. CONSTRUCTION JOINTS Provide construction joints as shown on drawings. Clean joints to provide bond before next • pour. B. CONTROL JOINTS Provide control joints as shown on drawings. Cut shrinkage joints no later than 24 hours after concrete placement. 00.4 PLACING A. CONVEYING Handle concrete as rapidly as possible between mixer and placement to prevent separation or loss of ingredients and in a manner that will insure that the required quality is obtained. Obtain approval of con- veying equipment; size and design to insure continuous flow of con- crete at the delivery end and have the following requirements: a. Truck mixers, agitators, non - agitating units and their manner of operation conform to applicable requirements of ASTM C94 -72. b. Horizontal belt conveyors, or at a slope which will not cause segregation or loss; use approved arrangement at discharge and to prevent separation. Discharge long runs without separation into a hopper. c. Metal or metal lines chutes with slopes not to exceed 1 vertical and 2 horizontal or less than 1 vertical to 3 horizontal; chutes more than 20 feet long and chutes not meeting the sloper require= ments may be used provided they discharge into a hopper before distribution. d. Suitable pumping or pneumatic conveying equipment with adequate capacities; clean at end of each operation. Controlled pneumatic placement so that separation is not apparent in the discharged concrete. 03300 CAST -IN -PLACE CONCRETE (Cont.) 00.4 PLACING (Cont.) ' PART II, DIVISION 3 CONCRETE SECTION 03300 CAST -IN -PLACE CONCRETE PAGE 4, B. DEPOSITING - GENERAL Deposit continuously or in layer's of such thickness as to prevent the formation of seams or planes of weakness within the .section; . if a section cannot be placed continuously, form a construction joint and locate in an approved manner. Place concrete at such a rate that'concrete is still plastic. Place no concrete which has hardened or has been contaminated with foreign matter. Remove temporary spreaders from forms when concrete placing has reached an elevation rendering practicable in its final position to avoid segregation due to rehandling for flowing; take every precaution to prevent segregation. Consolidate all concrete by vibration; work concrete thoroughly around reinforcing, embedded items, and into corners of forms. Use only mechanical vibrators, 7000 revolutions per minute, operated by competent workmen; do not over - vibrate or use vibrators to transport concrete within forms. Vibrate at regular intervals, 18 to 30 inches apart for periods of from 5 to 15 seconds duration; keep operable spare vibrator on site during placing operations. Consolidation of slabs may be obtained by approved bridge screeds or rollers. C. EXTERIOR FOOTING POURS Prepare for pour by leveling and compacting earth. Rake accurately, support and anchor securely all reinforcement and embedded items. Remove all concrete left on reinforcing from previous pours. Wet forms or coat as required. D. SLAB ON GRADE POURS . Place accurately, support and anchor securely all reinforcing and embedded items. Clean forms and coat as required. Slab sections shall be cast between joints as indicated on the plans. Verify and obtain approval from Architect regarding all field changes proposed. E. WEATHER CONDITIONS Place no concrete when temperature is predicted to fall below 40° within the succeeding 24 hours, unless approved means of protecting concrete is provided per ACI 306 - latest edition. Place no concrete when temperature is predicted to exceed 80 °, except as approved. Place no concrete during rain, sleet or snow unless adequate pro- tection is provided and approval obtained. When mean daily tempera- ture falls below 40° F., the minimum temperature of concrete as placed shall be 50° F. Concrete placed in hot weather shall have temperature which will not cause difficulty from loss of slump, flash set or cold joints per ACI 605 - latest edition. 03300 CAST -IN -PLACE CONCRETE (Cont.) 00.4 PLACING (Cal.) F. SLAB ON GRADE, SUB -BASE All interior slab on grade shall be placed on free draining :material and 4 mil visqueen as shown on drawings. 03305 CURING AND PROTECTION 05.1 GENERAL Protect freshly deposited concrete from premature drying and excess- ively hot and cold temperatures; maintain without drying at a relatively constant temperature. Wet form surfaces in contact with the curing concrete and heated by the sun and maintain in damp condition until concrete has cured. During curing period protect concrete from shocks or vibration caused by mechanical equipment. 03310 CONCRETE. 10.1 FINISHING CONCRETE A. CONCRETE FLOOR, STEEL TROWELED FINISH Screed accurately to proper elevations without irregularities. Allow concrete time to bleed naturally before working. Float to compact plastic mass using motor driven metal disc type float. Do not overwork. Finish with a motor driven steel trowel, performing final troweling after surface is hard enough to ring under the trowel. Retain moisture in slab surface during finishing. Provide a fog spray over finish area in dry or windy weather. Contractor must have on hand a hose and spray nozzle. Finish shall be accurate to within 1/4 ", plus or minus, on any 20 foot square area, permitting only 1/8 ", plus or minus, clearance using a 10 foot straight edge. Take special care to finish slab around the heating outlets, conduit or plumbing stacks, level and true with the main area of the slab. Use of dry cement to remove free water is prohibited. B. VERTICAL SURFACES NOT EXPOSED Remove all form ties. Clean out honey- combed sections and patch all pockets and holes with grout. C. VERTICAL EXPOSED SURFACES Remove form ties, fins and projections. Clean and patch all pockets with grout. Grind all irregularities and patch flush. Sack all surfaces with grout mixture of sand and cement to a fine, even texture filling all voids. PART II, DIVISION 3 CONCRETE SECTION 03300 . CAST -IN -PLACE CONCRETE PAGE 5 03400 PRECAST CONCRETE ' 03411 TILT -UP WALL PANELS PART•II, DIVISION 3 CONCRETE . SECTION 03400 PRECAST CONCRETE ' . PAGE 1 11.1 GENERAL It is expected that the Contractor shall utilize the building floor slab for a casting bed. Contractor shall exercise extreme caution in placing any lifting equipment on the slab that might cause damage. All damaged slab areas shall be'repaired to the satisfaction of the Architect. 11.2 SHOP DRAWINGS Provide separate and complete shop drawings for all precast panels. Drawings shall indicate all inserts for lifting, strong backs, embedded items, structural steel connections, etc., necessary for checking. Approval of shop drawings does not remove Contractor's responsibility to place and connect panels without damage. 11.3 TILT -UP FINISHES All panels shall be light broom finish on flat interior surfaces. All panels shall be as shown on the drawings. Remove form ties, fins and projections. Clean and patch all pockets with grout. Grind all irregu- larities and patch flush. Sack all surfaces with grout, mixture of sand and cement to a fine, even texture filling all voids. Set reinforcing, lifting inserts, etc. 11.4 BOND BREAKERS A. MATERIALS Concrete pre -cast elements shall be accurately formed, reinforced, placed, and erected. Parting compound shall be used for smooth portions, in accordance with manufacturer's recommendations. 11.5 TILT -UP HARDWARE Lifting inserts, bracing inserts, etc., shall be as manufactured by Superior Concrete Accessories or approved equal. Insert location shall be in accordance with the manufacturer's recommendations. Wall panels shall not be erected until the concrete has attained a minimum strength of 2200 psi as determined by concrete test cylinders. 11.6 ERECTION Panels shall be tilted and set down on the footings. Shim as required for straight and true appearance. Provide all necessary equipment, clamps, shores to maintain stability and accurate positioning until building is laterally braced by permanent construction. The Contractor shall be responsible for the safety of the panels during the erection PART II DIVISION 3 CONCRETE . %SECTION 03400 PRECAST CONCRETE PAGE 2 03411 TILT -UP WALL PANELS (Cont.) 1 ERECTION (Cont.) and shall furnish any additional reinforcing steel that may be required to prevent cracking of panels during erection. Verify adequate panel strength before lifting by job cured cylinders. 11.7 CONNECTIONS All panels shall be joined by welding or as indicated on the drawings. All welders shall be currently certified. Welding of rebar shall be in accordance with ACI Standards and Bethlehem Steel Company "Welding of Concrete Reinforcing Bars ". 11.8 OPENINGS The. Contractor shall take special care to coordinate this work with the mechanical and electrical contractors and to provide such openings in the panels as may be required. 11.9 DAMAGED PANELS All panels damaged, or cracked, during the erecting procedures shall be replaced, or repaired, at the direction of the engineer at Contractor's expense. Fill any cracks, voids around structural steel connections with grout. 11.10 PROTECTION OF PANEL CONNECTIONS Exposed rebar or welds below grade to be protected from corrosion by 2 " concrete cover or two coats of bituminous paint. • 05100 STRUCTURAL METAL FRAMING 00.1 GENERAL Furnish and install all metal structural steel and miscellaneous metal, including pre - fabricated units, in accordance with the drawings. Furnish and install all necessary steel supports as required for installation of mechanical and other equipment. Coordinate all structural connections with pre -cast panel work. Field alteration to accommodate various trades is prohibited unless specifically authorized by Architect. 00.2 SHOP DRAWINGS Submit shop drawings in accordance with General Conditions. Shop drawings shall clearly show all members, locations, connections, attach- ments, openings, and miscellaneous in order to completely define work. Coordinate and integrate steel shop drawings with pre -cast panel drawings as affecting exterior wall panels. Drawings shall be prepared by an experienced detailer in accordance with the American Institute of Steel Construction publication, "Structural Steel Detailing ". 00.3 WELDING Welding electrodes and procedures shall conform to building construction' of A.W.S. 1969. Welding shall be continuous and uniform. Particular care shall be utilized to avoid damage to concrete encasing embedded items to be welded. All faulty welds, slab inclusions, surface cracks shall be ground out and replaced. to the satisfaction of the Architect. A. CERTIFIED WELDERS A.W.S. certified welders shall be used for all welding work.' 00.4 PAINTING All structural steel members shall be shop painted unless embedded in concrete. Pre -treat steel by removing all loose mill scale, flake rust, oil, dried splatter from surfaces to be painted. Cleaning shall be by suitable power tools or,by shot blasting to secure positive paint bond. Areas to be field welded shall be blocked out to avoid paint coverage. Shop paint shall conform to Federal Specification TT -P -86a Type II iron oxide primer with raw linseed oil alkyd vehicle. Apply in accordance with structural steel painting council recommendation, System 1 -55 -T. Provide one coat of metal primer. For final painting' see Division 9, Section 09900. 05120 MISCELLANEOUS STRUCTURAL STEEL 20.1 GENERAL Contractor shall provide all anchor bolts, plates, sleeves, shelf and other incidental items necessary to complete installation of columns, 1 PART II, DIVISION 5 . METALS SECTION 05100 STRUCTURAL METAL FRAMING PAGE 1 fl 05120 STRUCTURAL STEEL 20.1 GENERAL (Cont.) beams and girders and bracing. All structural steel shall conform to the current specifications of the American Institute of Steel Construc- tion for design, fabrication and erection of structural steel for buildings. All material shall meet ASTM A-36. Bolts shall meet'ASTM Standard A-307. Provide all miscellaneous material including stair treads, landings, handrails, sleeves, bolts and all embedded items necessary to complete work. Material would include stairs, hollow metal doors and frames. ' • .. . : ", • . .• • . PART II, DIVISION 5 METALS SECTION 05100 STRUCTURAL METAL FRAMING. PAGE 2 20.2 WOOD NAILERS Where wood nailers are applied to steel members provide 3/8" Nelson studs at 24" o.c. 05500 METAL FABRICATION 05500.1 GENERAL Provide and install steel corner guards, railings, ladders, downspout guards, and framework for canopies. 00.1.2 05500.2 PRODUCTS 00.2.1 MATERIAL 1. Steel Structural Shapes: ASTM A36 2. Pipe: ASTM A53 00.2.2 GALVANIZED (EXTERIOR) 1. Galvanized metal for exterior installation or set in or on concrete, per ASTM Al23, A386, or A525. 00.2.3 Shop Priming (Interior Use) 1. Clean off rust and scale 2. Apply shop primer to all ferrous metals not to receive • galvanizing. 05500.3 FABRICATION PARTI II, DIVISION 5 METALS SECTION 05500 METAL FABRICATION PAGE 1 SHOP DRAWINGS Submit complete shop drawings as provided in General Conditions. 00.3.1 General 1. Coordinate with connecting work. 2. Weld in conformance to AWS (American Welding Society). D1.1 3. Connection: a. Shop Connections - weld, grind smooth. b. Field Connection - Bolt unless otherwise detailed. C. Punch and drill holes, do not cut with torch. 00.3.2 Pipe Railings 1. Bend curves fair and true without deformation. 2. Cope and weld connections, grind smooth. • 00.3.3 Roof Access Ladders 1. Fabricate ladders to conform to the Washington Industrial Safety and Hazard Act. • 06100 ROUGH CARPENTRY • 00.1 GENERAL .PART II, DIVISION 6 WOOD AND PLASTICS SECTION 06100 ROUGH CARPENTRY • PAGE 1 • A. GRADING RULES For soft wood use WCLB #16 grading rules. For hardwoods use Commercial Standards CS60 -48; for soft wood plywood use U.S. Product Standard P.S. 1 -74; for Cedar.Lumber use Western Red Cedar Lumber Association. Each piece of soft wood lumber or soft wood plywood shall bear the grade mark, trademark and mill identi- fication mark and trade association make -up on it. B. PROTECT ALL MATERIAL Protect all material stored at the site by blocking off the ground, or surfacing and by maintaining a waterproof covering protecting the top and all sides. C. CONNECTIONS Provide all connections and connection material as shown on drawings. Where nailing is not called out on drawing, nailing shall correspond to Table 25 -Q of the U.B.C.. Machine nail- ing may be utilized provided nail penetration and size is identical to that shown on drawings. 06110 FRAMING AND SHEATHING ' 10.1 MATERIALS A. FRAMING LUMBER Interior studs and plates shall be standard and better Douglas Fir or K.D. Hemlock. Stripping, furring, nailers, cants, grounds shall be standard grade Douglas Fir. Joist and dimension lumber - see structural plans for all lumber grade. See Section 06170 for glue laminated members. B. PLYWOOD All plywood shall be as noted on structural contract drawings. C. ROUGH HARDWARE Framing and concealed work shall be nailed with common nails of sufficient length to penetrate 2/3 of the last member into which they are nailed. All nails with exterior exposure shall be galvan- ized, unless specifically noted otherwise. 1 06110 FRAMING AND SHEATHING (Cont.) 10.2 WORKMANSHIP PART II, DIVISION 6 WOOD AND PLASTICS' SECTION 06100 ROUGH CARPENTRY PAGE 2 . A. FRAMING Unless otherwise shown, studs shall be spaced 16 ".o.c. Typical partitions shall have a double plate at the top and a single plate at the bottom and fire stopped at 10' -0 ". a. Roof framing - as shown on structural plan.' b. Wall Openings - shall have double memb over -head supported on cripples at the jambs. Wide openings are detailed. c. Partial height partition - Shall be braced at unsupported ends with steel brackets. d. Provide all necessary blocking and /or studs for fastening of all finish items and for nailing of sheet material on all inter- ior and exterior stud walls. Fasten member to adjacent masonry, concrete and steel by method similar to driven or welded studs . or bolts. Provide nailing members at both planes of all interior and exterior angles. e. Nailers - To steel framing where wood is to be applied shall be minimum 1 -1/2" thick fastened with 3/8" Nelson type studs welded to the steel 24" o.c. or bolted. 06170 PREFABRICATED STRUCTURAL WOOD 06181 GLUE- LAMINATED STRUCTURAL UNITS '81.1 GENERAL 81.2 MATERIALS PART II, DIVISION 6 WOOD AND PLASTICS SECTION 06170 PREFABRICATED STRUCTURAL WOOD PAGE 1 A. SHOP DRAWINGS Provide complete shop drawings as provided for in General Conditions. Drawings shall be complete and show all connections and relationship of assembly to structural steel fittings, bracing and exterior wall panels. B. STORE BEAMS Blocked up off the ground. If beams, purlins or other roof members are delivered more than 2 weeks before scheduled for installation, cover with Visqueen. Material stored on site, or installed, must be protected from any weather damage. C. STANDARD SPECIFICATIONS U.S. Commercial Standard CS 253 -63 and U.B.C. Standard No. 25 -10. D. Verify Standards called for on structural drawings and notify Architect of any discrepancies. ' A. LUMBER AND GRADING Douglas Fir Coast region, graded in accordance with WCLB Grading Rules #15, latest edition. Grades of individual laminate may be varied to conform with U.B.C. combinations. B. MOISTURE CONTENT Material shall contain not less than 8% and not more than 15% moisture at the time of gluing, with moistue distribution as uniformly as practicable within the individual piece. Fabricator shall furnish to the Engineer at the time of delivery a certificate of an independent agency covering the moisture content of materials at the time of fabrication. C. GLUE SPECIFICATIONS All glues shall be casein type, water and mold resistant meeting the requirements of classification of Type II of the Uniform Building Code Standard 25- 19-73. Fabricator shall certify that all glues and gluing conforms to U.B.C. Standards. Should any delamination cracks appear, the supplier shall perform at his expense proof testing to verify integrity of members. PART II, DIVISION 6 WOOD PLASTICS SECTION 06170.. PREFABRICATED STRUCTURAL WOOD PAGE 2 06181 GLUE- LAMINATED STRUCTURAL UNITS (Cont.) 81.3 LAMINATION OF MATERIALS A. PREPARATION OF MATERIAL Clean prior to gluing, accurately machine finish to 1/64" tolerance, free from deformation preventing intimate contact of glued surfaces. B. FABRICATOR'S QUALIFICATIONS Gluing shall be performed by a qualified fabricator with all work supervised by experienced personnel employing best modern shop practice. Enclosed facilities shall be available and in regular use, providing for protection and temperature and moisture control of the fabricated members. Mechanical equipment shall be used to spread glue to the uniform thickness recommended by the glue manu- facturer. C. ASSEMBLING OF MATERIALS Glued assemblies shall be clamped at the spacing required to secure uniform pressure of not less than 75 psi over the entire area. End joints surfaces shall be suitably pinned prior to clamping to prevent movement under pressure. Nailing in lieu of clamping is prohibited. 81.4 FABRICATION OF LAMINATED MATERIALS A. GRADING ASSEMBLY All beams and girders shall be as shown on structural drawings and meet U.B.C.'Requirements Table 25 -C -1. All columns shall be'combina- tion of the same table. All fabrication regarding cutting and finger joints shall be to current A.I.T.C. Standards and have AITC or inde- pendent inspection verifying that these standards are rnet. B. FINISH OF MATERIALS Principal girders and beams shall be finished to Industrial Appear- ance Grade. All faces shall be surfaced and approved by General Contractor. C. IDENTIFICATION All pieces shall be suitably marked to identify their intended use and location in the completed structure. 81.5 ERECTION AND INSTALLATION A. HANDLING MATERIALS Care shall be taken to prevent damage to fabricated pieces during storage or handling. 06181 GLUE- LAMINATED STRUCTURAL UNITS (Cont.) PART II, DIVISION 6 WOOD AND PLASTICS. SECTION 06170. PREFABRICATED STRUCTURAL WOOD' PAGE 3 ' 81.5. ERECTION AND INSTALLATION (Cont.) B. INSTALLATION Install, connect and secure members accurately to elevation, dimension and alignment. Make sure that all members are seated squarely and evenly on bearing surfaces. No glued laminated material shall be left exposed to the weather which would result in stains or damage of any kind.. 07603 INSTALLATION PART II, DIVISION 7 ' THERMAL AND MOISTURE PROTECTION. SECTION 07600 FLASHING AND SHEET METAL PAGE 1 • 07600 FLASHING AND SHEET METAL 07601 GENERAL Fabricate and install galvanized metal gravel stops, fascias, flashings, caps, galvanized downspouts and joint covers as indicated on the Archi- tectural drawings. Downspouts to tie into storm lines; downspouts may be class 125 PVC at Contractor's option.. 07602 MATERIALS ' All exterior sheet metal flashing unless otherwise indicated on the drawings shalt be 24 gauge galvanized steel, shop primed with C & C "Gals -Alum" metal primer or equal both sides with true lines and planes. 03.1 All work shall be accurately formed to the dimensions and shapes detailed on the drawings. All exposed edges of sheet metal work shall be turned back 1/2 ". 03.2, All work shall be permanently water and weather -tight and shall be formed, fabricated and installed as to adequately provide for expansion and contraction of the completed work. 03.3 Nails for fastening cleats and edge strips shall be galvanized steel. 07604 METAL GUARANTEES Metal work on the exterior of the project shall be guaranteed water- tight for a period of 2 years from the date of acceptance of the building by the Architect. 1.:,:: 07800• SMOKE VENTS AND ROOF HATCH 00.01 GENERAL 1. Furnish and install plastic skylight /smoke vents to match existing or approved equal. 00.02. PRODUCTS 1. PLASTIC SMOKE VENTS Shall be standard units, Model No. 4896 ASHD -CM, manu- factured by Bristolite Products or approved equal. They shall be factoryfabricated, each consisting of one -piece acrylic plastic done, extruded aluminum retaining frame and curb mounting frame with sloping condensation gutter . for drainage. The retaining frame shall have a minimum thickness of .070. Skylights to be with white translucent acrylic dome. 00.03 INSTALLATION 1. Install all units per manufacturer's recommendation or instruction. PART II, DIVISION 7 THERMAL AND MOISTURE PROTECTIO SECTION 07800 SMOKE VENTS AND ROOF HATCH PAGE]. r i [ 1± 07900 . SEALANTS 07950 SEALANTS AND CAULKING 51.1 GENERAL REQUIREMENTS Apply to work in this section. PART II, DIVISION 7 THERMAL AND MOISTURE PROTECTION SECTION 07900 SEALANTS PAGE 1 51.2 SCOPE OF WORK Furnish all labor, materials and equipment necessary to caulk all joints in and around exterior door jambs, heads, sills of all other openings, and to caulk all joints in precast concrete wall, inside and outside of the office areas and on the outside only of the warehouse area. 51.3 MATERIALS Caulking materials shall be one or two part polysulfide. Backing to be polyethylene or polyurethane rod. 51.4 INSTALLATION A. Install polyethylene or polyurethane rod to provide backing and proper depth of fill in all precast concrete wall joints. B. The joint shall be half as deep as it is wide. For joints 1/4" or less in width, make joint square. METAL DOORS AND FRAMES PART II, DIVISION 8 DOORS'AND WINDOWS SECTION 08100 METAL DOORS AND FRAMES PAGE 1 HOLLOW METAL WORK Frames shall be fabricated. of 16 gauge cold rolled steel, bonderized steel or electro -zinc coated bonderized sheet steel. A minimum of 3 . anchors per side shall be provided for each jamb to suit wall condi- tions. Standard floor knees shall be provided for anchorage to floor. Three -sided frames shall have angle spreaders secured to bottom, of jamb for rigidity during shipping. Frame corners shall be internally reinforcement welded and, ground smooth. Adequate reinforcement shall be provided for all mortised hardware, drilled and tapped for field application. Dust covers shall be welded over all drilled reinforce - ments to prevent clogging of tapped holes by mortar or plaster. Rein- forcement shall also be provided for hardware for which drilling and tapping is done in the field. After fabrication, frames shall be . degreased and then prime ,coated with zinc chromate primer, oven dried. Exterior frames shall be galvanized. 00.2 HOLLOW METAL DOORS Doors shall be constructed using face sheets of 18 gauge (exterior doors) electro -zinc coated bonderized sheet steel. Continuous inter- locking vertical steel stiffeners shall be spot welded .to each face sheet spaced not more that 6" o.c. Door shall be formed into 1 3/4" thickness. Continuous 16 gauge channels extending full width and height of door are to be spot welded to face sheets. The tops of all . exterior doors are to be closed flush so that no water might accumu- late. Doors shall be mortised, reinforced, drilled and tapped at the factory for all hardware listed in the Hardware Schedule and shall be drilled to receive rubber door silencers. After fabrication, doors shall be primed and drilled to produce smooth surface, then primed with light gray rust inhibitive primer, oven dried. r r 4 V 2 i 08300 SPECIAL DOORS 08360 OVERHEAD DOORS 60.1 VERTICAL LIFT DOORS PART II, DIVISION 8 DOORS AND WINDOWS SECTION 08300 SPECIAL DOORS PAGE 1 A. Doors shall be manually operated with sections to suit size and clearance as shown on the drawings. Steel door sections to be 20 gauge galvanized steel treated for paint adhesion. Sections are to be formed with integral horizontal stiffeners which are also, to provide continuous weatherproof joints. Furnish re- placeable weatherstripping at bottom and top of door. Track hardware are to be of galvanized steel. B. Doors are to be counterbalanced by extension of helical torsion springs. C. 2" inclined vertical tracks formed from 14 gauge galvanized steel. Furnish 2 -7/8" X 2 continuous welded reverse angle mounting. D. All galvanized hardware to include 13 gauge graduated end roller hinges and 12 gauge adjustable top roller bracket. All hinges to have ball bearings with case hardened inner and outer races. Side locking device with spring loaded bolt for inside operation only and padlock assemble brackets attached at the base of the door and track. Padlock N.I.C. (Not In Contract). 08400 ENTRANCES AND STOREFRONTS 00.1 MANUFACTURER All aluminum entrance doors, frames and architectural aluminum shall be fabricated by Kawneer Products, Arcadia, Fentron Industries or other approved manufacturer. Entrance doors shall include all hardware, aluminum thresholds and lock cylinders. 00.2 MATERIAL 00.3 FABRICATION PART II, DIVISION 8 DOORS AND WINDOWS SECTION 08400 ENTRANCES AND STOREFRONTS PAGE 1 A. Aluminum work specified or noted on the drawings to be extruded shall be of KB -45 alloy. B. Exposure surfaces of aluminum work shall be anodized to AA MII C22 A42 standards for•aluminum finish. Color shall be black. C. Doors shall be 1 -3/4" thick, narrow stile, .125" wall thickness, glazed as detailed and shall be provided with weatherstripping of Poly -Pile Finish Seal R -301 -7 7415 as manufactured by the Schiage Manufacturing Company or approved equal. D. Frame shalsl be similar to Fentron Series 5200S, or approved equal. Curtain wall frame shall be reinforced with internal steel angle as required to resist 28 PSF wind load, and as detailed. E. Entrance door hardware shall include manufacturer's standard pivots, concealed overhead closer, threshold, and one set (2 each back to back) Tice Industries X146 10 -B finish push /pull per door leaf. A. Fabrication of member parts shall be as detailed and shall be done in full pieces without splice joints between inter- secting angles and ends. Joints shall be concealed welded with no discoloration on' exposed surfaces. Finished, assembled members shall have no exposed screw or bolt heads. Doors shall be welded or concealed through bolted. Welding shall be on unexposed surfaces to prevent pitting, discolor- ation, weld halo or other surface imperfections. Mechanical joints will not be permitted. B. Doors and frames shall be reinforced and fitted with hardware items and complete including push and pulls and door closures, top and bottom bolts. Cylinder locks specified in hardware 'schedule. 00.4 INSTALLATION Install according to manufacturer's recommendation. 09541 GENERAL 41.1 SCOPE Furnish and install linear metal ceiling under Alternate Bid 4 at exterior soffit over windows and storefronts 41.2 SUBMITTALS Submit shop drawings or layout, include attachments, intersections and edge conditions. Manufacturer's literature. 09542 PRODUCTS 09542.1 CEILING SYSTEM 42.1.1 Donn Corporation's Paraline II with integral closure. Metal pans series "II" shall consist of Donn Paraline ceiling with an offset configuration at the ends of both vertical legs, returning outward a minimum of 1/2" beyond the width of the pan face. These offsets will serve as a locking mechanism to attach the ceiling pans to the symmetrical carrier. The extension of the pan beyond its width shall serve as an integral closure between pans. No additional closure parts shall be required. Integral closure flange shall be matte black. 42.1.2 42.1.3 PART II, DIVISION 9 LINEAR METAL CEILING SYSTEM SECTION 09540 PAGE 1 Aluminum Support System: Support members in the ceiling plane shall consist of an inverted V-shaped symmetrical carrier, roll-formed from 19 gauge, 5052-H34 aluminum. Prepainted with a factory baked finish. Section shall be 1 -7/8" high by 1 -3/4" wide. Each leg shall be notched 4" on the center with tabs for locating and attaching the Paraline pans with a snap fit. Tabs shall space the vertical legs of the adjacent Paraline pans at 3/4" apart and shall position pans 4" on the center. The end of the leg shall serve as a backing to the ace of the Paraline pan. Symmetrical carrier splice shall be fabricated from the same material as the carrier. Splice shall be 6" long x 1-1/8" high. Wind Load Resistance: The Donn Paraline System shall withstand wind loading of 120 miles per hour, with no evidence of any damage, failure, deformation or excessive permanent set. Consult manufacturer for minmium bracing as tested. Actual testing shall be been conducted in the Unitecd States by recognized testing labs and procedures. Copies of the test shall be submitted for Architect's approval. 09542 PRODUCTS (CON'T.) 42.2 FINISH 42.2.1 All exposed surfaces shall have a painted factory finish as selected by Architect. 09543 "43.1 INSTALLATION PART II, DIVISION 9 LINEAR METAL CEILING SYSTEM SECTION 09540 PAGE 2 Install per manufacturer's directions and approved shop drawings. Allow for thermal expansion without distortion. 43.2 All butt joints shall be made with factory cut edges (ends). Field -cut ends at butt joints will not be approved. 43.2.1 CLEANING Clean all surfaces free from stains, marks, etc. 1 11 1 00.1 COLOR AND FINISH 1 1 l { l I I I '09900 PAINTING 00.3 WORKMANSHIP 00.2 PREPARATORY WORK AND APPLICATION OF MATERIALS PART II, DIVISION 9 FINISHES SECTION 09900 PAINTING PAGE 1 A. The type and location of finishes shall be as indicated on the drawings and specified herein. B. Colors shall be machine mixed by the Sherwin - Williams Company; Parker Paint Sales Company, Preservative Paint Company or approved equal. C. The painting contractor will prepare samples of the various colors and finishes for approval. The finished work shall conform with the approved samples. Apply 2 -foot square wet samples of paint in colors selected. A. All surfaces to be primed, painted, or finished shall be in proper condition to receive same. If certain preparatory work by other trades is not satisfactory, the Contractor shall register his objection. Commencement of the work shall be evidenced that all conditions are satisfactory and shall be so regarded and accepted. B. Before painting, all dirt, grease, and other extraneous matter which would affect the finished work shall be removed. C. Damaged and /or rust spots on surfaces of pre- primed items shall be cleaned to bare metals and re- primed before finish painting. D. All nail holes and cracks shall be puttied after prime coat or first coat has been applied and it is thoroughly dry. A. All painting and finishing shall be done by skilled painters. Materials shall be applied in accordance with the manufacturer's printed instructions. B. All materials shall be evenly applied so as to be free from brush marks, sags, runs, crawls, or other defects. C. The number of coats specified are intended to produce well covered paint surfaces. It will, therefore, be the responsibility of the painter to produce finished paint surfaces showing no transparency, uneven sheen, or other indications of poor coverage. 1 r c I r, P 09910 EXTERIOR PAINTING 10.1 TRAFFIC AND PARKING LINE STRIPING A. Surface Preparation - clean all surfaces to receive striping to be free of dirt, oil, and loose material and to be dry. _ B. Paint Application - lines to be straight and two mils thickness when dry. Work shall be performed by skilled mechanics. C. Protection - erect barriers to prevent driving or damage to lines before complete drying. D. Striping - paint stripes accurately to a 3" width. Voids shall be back - painted. 10.2 MECHANICAL WORK i 09900 PAINTING (Cont'd) 00.4 MATERIALS PART II, DIVISION 9 FINISHES SECTION 09900 PAINTING PAGE 2 A. Materials specified are manufactured by the Parker Paint Company, Preservative Paint C ompany, Sherwin - Williams Company, or approved equal. B. All materials shall be delivered to the jobsite in their original containers bearing the manufacturer's labels identifying the respective materials. C. No thinning materials shall be added to paints or finishes, other than necessary to restore original workability of materials as supplied by manufacturers. Only thinner recommended by the manufacturer will be accepted. D. Where prime coat of paint is specified, this may be omitted if the item or surface is shop primed to the Architect's approval. E. See W. W. Grainger Finish Schedule, Section 4 -12 -1, for finish quality and color. Paint all exposed uninsulated ductwork on exterior of the building and all exposed sheet metal work on exterior of building. All work shall be painted two coats on exterior to match adjacent surfaces with same specified paint. PART. II, DIVISION 9 FINISHES SECTION 09900 PAINTING PAGE 3 d INTERIOR PAINTING PROTECTION AND CLEANING A. Protect all adjacent work while painting, using suitable cloths and barricades where necessary. Any work damaged shall be made good. . Remove paint spots from floors, walls, ceilings, hardware, glass and other surfaces and leave all paint and other finishes clean. The Contractor shall touch -up and finish any part of his work requiring same after trades have finished and shall repair any damage to this work. C. See W. W. Grainger Finish Schedule, Section 4 -12 -1, for finish quality and color. 10260 WALL AND CORNER GUARDS DOCK BUMPERS 4" x 10" x 24" fabric reinforced molded rubber bumpers. Two per door as shown on drawings. CONTINUOUS STRIP BUMPER Provide a continuous strip bumper (full width of door) `at ` single Will Call door on west elevation. PART II, DIVISION 10. SPECIALTIES SECTION 10260 WALL AND CORNER GUARDS PAGE 1 4 -2 -1 Introduction 4 -3 -1 General Conditions TABLE OF CONTENTS 4 -6 -1 Warehouse Requirements , 4 -7 -1 Plumbing Specifications 4 -8 -1 Fire Sprinkler Specifications 4 -9 -1 Mechanical Specifications 4 -10 -1 Electrical Specifications 4 -11 -1 Door /Hardware /Interior Glass Specifications 4 -12 -1 Finish Schedule 4 -13 -1 Site Layout 4 -14 -1 Floor Plans 4 -16 -1 Design -Build Agreement 4 -17 -1 Owner Supplied Equipment List 4 -18 -1 Owner Supplied Equipment Catalog Cuts 4 -19 -1 Wall Sign Specification 4 -20 -1 Dock Leveler Pit Layout 4 -21 -1 Security Gate Detail 4 -22 -1 Conference Room Service Counter Detail DBS 4 -1 -1 Page 1 GENERAL CONDITIONS I PROGRESS AND FINAL PAYMENTS TO CONTRACTOR See OBS 4 -16 -1, Articles 5 and 6. II HOLD HARMLESS AGREEMENT All construction contracts must contain the agreement" "CONTRACTOR shall save OWNER harmless from any and all claims, damages, liabilities and loss growing out of injury to, or the death of, any of CONTRACTOR'S employees or any other person while on or about the OWNER'S premises in connection with any matters relating to the performance of this contract." III INSURANCE A. See OBS 4 -16 -1, Article 12. 8. On building addition and remodeling projects, the owner will carry the Builder's Risk Insurance. IV PERFORMANCE AND PAYMENT. BONDS A. To be provided by the general contractor. B. Bonding company is to be approved by the owner. C. Consent of surety is required before final payment is made to general contractor. O. The bonds are to be written on AIA Document #A312-1984. V PROJECT SIGN At the start of the project the general contractor must erect a temporary 4' x 8' construction sign to read: GRAINGER SALES OFFICE - WAREHOUSE FACILITY DBS 4 -3 -1 Page 1 The sign is to be designed by the contractor, approved by the owner, and may contain the name of the general contractor in smaller letters. VI CERTIFICATE OF SUBSTANTIAL COMPLETION The contractor must provide a certification of substantial completion prior to the time of owner's occupancy. VII AS -BUILT DRAWINGS VIII EQUIPMENT OPERATION INSTRUCTION IX GUARANTEES AND WARRANTIES X CLEANING A. Contractor is to maintain the job site in a neat and clean condition. DBS 4 -3 -1 Page 2 The owner must receive from the contractor at the completion of the project two (2) sets of architectural as -built blueline drawings and one (1) set of sepias. Before final payment is made, the branch manager shall be provided with detailed instructions on building equipment operation. A. The contractor will provide two binders containing all operating instructions, spare parts'lists, guarantees and warranties covering the contractor supplied equipment and finishes. B. One binder shall be given to the local manager, the other shall be sent to the Real Estate Dept. C. Final payment shall not be made until this has been satisfactorily accomplished. 1. Debris and rubbish is to be collected in containers and removed from site on a regular basis. 2. Neighboring property is not to be used for access, storage or other use in conjunction with Grainger work. 3. Streets and roads are to be maintained in a clean condition. Mud and dirt shall not be allowed to accumulate. B. Final cleaning shall consist of a cleaning of all floors, vertical /horizontal surfaces, toilet facilities and interior /exterior glass prior to owner's final acceptance. 1. All trash and debris to be removed from site. XI SUPERVISION XII TESTING OBS 4 -3 -1 Page 3 CLEANING (CONTINUED) 2. Tile floors to be washed. Grout to be free of stain or discoloration. 3. Warehouse floors to be machine washed with hot water and appropriate cleaning compounds. Rubber tire marks and oil stains are not acceptable. The owner may, at his discretion and expense, hire an architect to act as the owner's on site representative. Soil compaction tests will be required for paving sub -grade and building pad. Concrete tests will also be required. All testing is to be covered by a testing allowance. I CEILING HEIGHT WAREHOUSE REQUIREMENTS Height must be minimum 24 clear under lights and piping a eaves. IV DOCK LEVELERS A. Owner will supply and install levelers and bumpers (Kelley model M-6002 or Rite-Hite model ST-9106) at all dock doors. B. Contractor will form 74" x 112" dock leveler pit and provide steel curb angles required for all edges of pit per vendor installation instructions. (see OBS 4-20-1) C. Contractor will furnish and install all steel curb angles and plates required for mounting bumpers. OBS 4-6-1 Pagel • 1 ITS PLUMBING, SPECIFICATIONS OBS 4 -7-1 Page 1 PIPING MATERIAL A. All water piping must be P.V.C. or copper. B. All sanitary piping under concrete slab or paving to be P.V.C. if code allows. C. Exposed roof drain piping'to be P.V.C. 0. All overhead piping to be minimum 24' clear. II MISCELLANEOUS PLUMBING REQUIREMENTS A. Water Coolers 1. One wall mounted unit in warehouse behind men's toilet. B. Exterior Water Faucets 1. One frost -proof sillcock to be installed adjacent to dock doors. 2. One frost -proof sillcock in front of building when no lawn irrigation system is used. . Irrigation System 1. Installation to be determined by owner. 2. To be self draining. 3. To have automatic controls. • All plumbing fixtures to be installed with shut off valves. • r_ INTRODUCTION DBS 4 -2 -1 Page 1 The following specifications are apart of the W. W. Grainger Standard Specifications used for a Design /Build Project. These specifications have been edited to apply to this project, but it will be the Contractor's and Sub - Contractor's responsibility to compare the previous General Specifications against this section to establish the requirements of the project. Whenever.a different number or different quality are listed, the greater number and better quality will be provided. building to valve.) • 1. E. Location of sprinkler riser to be determined by contractor in consultation with owner. F. System to be designed to accommodate future building additions. I DESIGN AND INSTALLATION II MECHANICAL REQUIREMENTS MECHANICAL SPECIFICATIONS DBS 4 -9 -1 Page 1 A. Contractor to specify a major manufacturer with good local service representation to provide one combination HVAC unit (to be approved by owner). B. Contractor to analyze heating and cooling requirements based upon climate and design system capable of maintaining 72 degree room temperature in offices and salesroom even during extreme temperature fluctuations. C. Design of system and location of mechanical units to be closely coordinated with owner so as not to interfere with desk, computer and rack layouts, as well as future expansion considerations. D. Owner furnished mechanical equipment to be received, unloaded, stored, assembled, and installed by contractor. E. Incoming gas /electric service to be sized for maximum future development (20,500 sq ft). A. Office /Salesroom 1. One HVAC unit to heat and cool finished areas suspended from roof structure over office area but readily accessible for service. Make up air intake to be wall mounted. Return air system to be fully ducted. All ductwork to be insulated. 2. Condensing unit to be pad mounted on ground beside building. 3. Unit to be controlled by automatic timed temperature setback thermostat mounted in office (furnished by contractor). If contractor supplied thermostat is not required to maintain HVAC warranty, use comparable owner supplied unit. 4. Four downdraft ceiling fans and controls to be installed by contractor. Two each in office and salesroom. Wire through #1A796 adjustable speed control (fans and speed control owner supplied). B. Toilet, Janitor Closet and Conference Room 1. Install one wall ventilator to serve toilet rooms and janitor closet. Switch from toilet room and janitor closet light switches (ventilator owner supplied). OBS 4 -9 -1 Page 2 II MECHANICAL REQUIREMENTS (CONTINUED) 2. Install one wall ventilator to service conference room, switched separately adjacent to light switch (ventilator owner supplied). 3. Heat and-cool toilet rooms and conference room with office /salesroom HVAC unit. Return air not required in toilet rooms. C. Warehouse 1. Unit heaters to be gas fired, minimum 100,000 BTU in size to maintain 65 degrees (owner supplied, contractor installed). Heaters may not be required in warm climates (as directed by owner). 2. Heaters must be hung tight to bottom of ceiling joists, over aisles, and parallel to exterior walls to create a circular airflow pattern (coordinate placement with owner). 3. Thermostats to be automatic set back type mounted at 60" above floor, preferably on columns, and positioned to be easily accessible from aisles (coordinate placement with owner. Owner supplied, contractor installed). 4. All exhaust fans and air intakes to be wall mounted. Wall louvers by contractor (fans owner supplied, contractor installed). 5. Motorized intake shutters to be interlocked with exhaust fan and exhaust fan motorized shutter (owner supplied, contractor installed). 6. Contractor to provide and install security bars at all large fans and intakes. 7. Fan switches and starters to be located in warehouse adjacent to lighting circuit breaker panels behind salesroom. 8. Propeller downdraft fans to be mounted below roof deck, one fan per 2,500 sq. ft. of warehouse area. Blades must not extend below level of light fixtures (owner supplied, contractor installed). 9. Downdraft fans to be wired through a Dayton #4C930 variable speed control located adjacent to lighting circuit breaker distribution panel (owner supplied, contractor installed). 10. Thermostat placement to be determined by owner.. ELECTRICAL SPECIFICATIONS WIRING, CONDUIT, AND RECEPTACLES A. All electrical wire to be copper. B. All telephone locations to have electrical box mounted in wall. Conduit not required. C. All data terminal locations to have electrical box mounted in wall. Conduit not required. 0. Electrical receptacles to be fourplex in office and at shipping bench, duplex elsewhere. E. Wall receptacles to be 12" above floor unless otherwise noted. DBS 4 -10 -1 Page 1 F. Location of electric, telephone, and data terminal outlets to be established by owner, grouped as tight as possible, and installed to specified dimensions, as indicated on floor plan. G. All receptacles to have plastic cover plates. H. All overhead conduit to be minimum 24' clear. II ELECTRICAL, TELEPHONE PANELS A. Locate electrical main panel on warehouse wall as code permits. B. Locate telephone panel in janitor closet (mounted on 4' x 8' plywood board). C. Circuit breaker distribution panel, fan starters and time clocks to be located in warehouse behind salesroom. Circuit breaker panels to have typed identification directories. 0. Switching type circuit breakers to be used for warehouse lights. E. Voltage to be 120/208/240 only. F. Incoming service to be sized for maximum future development (20,500 sq ft). G. Provide 30% excess capacity in circuit breaker panels. III EXTERIOR ELECTRICAL REQUIREMENTS A. Wall mounted lighting (for security purposes only) to be high pressure sodium vapor fixtures (owner supplied and contractor installed). 8. Entrance canopy lighting, if utilized, should be high pressure sodium type. C. Entrance canopy lighting to be controlled by a time clock at circuit breaker panel (owner supplied and contractor installed). Wall mounted perimeter lighting to be controlled by a 02E474 photocell mounted on each fixture (lighting and photocell owner supplied, contractor installed). IV ROOM ELECTRICAL REQUIREMENTS A. Sales Room 1. Lighting fixture layout to be designed to maintain 75 foot candles at desk top height (fixtures and lamps supplied by owner). D8S 4 -10 -1 Page 2 2. Provide electric, telephone, and data terminal outlets to serve sales counter. Note floor plan for location. Contractor to install prewired electrical raceway at edge of counter (supplied by owner). 3. Provide night light fixture. 4. Provide remote head emergency lighting system (supplied by owner). B. General Office 1. Lighting fixture layout to be designed to maintain 75 foot candles at desk top height (fixtures and lamps supplied by owner). 2. Power poles (power, telephone, data terminal) to be Wiremold 030 TP8. (4 duplex receptacles per pole or location). 3. Provide night light fixture. 4. Computer service requires the following: a. Five isolated ground receptacles fed by five 20 ampere circuits with five green wire earth grounds. Includes one receptacle for ECO telephone system. b. One single pole single throw (double pole as needed) circuit breaker will protect each circuit. 1 IV ROOM ELECTRICAL REQUIREMENTS (CONTINUED) DBS 4 -10 -1 Page 3 c. Four receptacles to be Hubbell #IG -5262 orange faced, or equal. One isolated ground 208/240 volt receptacle to be NEMA #L6 -20R. Test each receptacle neutral to ground not to exceed 0 volts, +2 volts. d. Run the green wire earth ground back to a separate isolated copper bus bar in panel, then on to the system ground. Do not ground to building steel. Do not run isolated ground circuits in conduit with other circuits. 5. Light fixtures to be wired for single switching. 6. Emergency lighting to be provided. One remote head operated from emergency battery pack located on opposite side of wall in warehouse (also connected to salesroom remote head. Fixtures supplied by owner). C. Manager's Office 1. Two lighting fixtures (supplied by owner). 2. Switch mounted inside room beside door. 0. Conference Room 1. Two lighting fixtures (supplied by owner). 2. Wall receptacles to be 12" above floor unless otherwise noted. 3. Counter receptacles to be 48" above floor, each on a separate 20 ampere circuit. 4. One remote head operated from emergency lighting battery pack located on warehouse wall (also connected to office remote head). E. Toilet Rooms 1. One light fixture per room positioned so as to provide sufficient light to sink and mirror (fixture supplied by owner). 2. One duplex wall receptacle mounted 48" above floor next to sink. 3. Light switch mounted inside room beside door. This light switch also activates exhaust fan. OBS 4 -10 -1 Page 4 IV ROOM ELECTRICAL REQUIREMENTS (CONTINUED) F. Janitor Closet 1. One light fixture (supplied by owner). 2. Two duplex wall receptacles. One on separate circuit. 3. Light switch mounted inside room beside door. This light switch also activates exhaust fan. G. Warehouse 1. Lighting fixtures to be hung from roof structure and mounted tight to joists in continuous diagonal rows (45 degrees relative to exterior walls. Fixtures supplied by owner). 2. Fixture rows are to be spaced at 24' + intervals (centerline to centerline). 3. Receptacles to be mounted 36" above floor on columns. Install sufficient duplex receptacles to provide coverage to all points with a 50' extension cord. 4. All receptacles to be 20 ampere duplex on 20 ampere looped circuits (no more than four receptacles per circuit). 5. Two fourplex receptacles, one telephone receptacle and one data terminal receptacle to be mounted at 48" adjacent to shipping bench (fed from two separate 20 amp circuits). Run one 3/4" conduit from telephone and data terminal receptacles to joist space. 6. Lift truck charger receptacles to be mounted on wall area between truck driver's access door and overhead dock door. a. One 208/240 volt, 40 amp three phase circuit with appropriate disconnect switch adjacent to receptacle. Ground per local code. b. Service to be 10 gauge wire or larger. c. Receptacle configuration to be advised by owner. d. Feeder to be capable of carrying two chargers. 7. Install two dock light fixtures (6'6" from floor to bottom of light bracket) between dock doors. Fixtures supplied by owner. DBS 4 -10 -1 Page 5 IV .ROOM ELECTRICAL REQUIREMENTS (CONTINUED) Provide two night light fixtures in warehouse, one above circuit breaker distribution panel and one above shipping bench. Provide battery operated emergency lighting (per code) mounted at height and location so as not to interfere with storage racks (coordinate location with owner. Fixtures supplied by owner). 10. Provide illuminated exit signs wired in conjunction with battery pack units and emergency light system (fixtures supplied by owner). 11. Install one buzzer and one bell (different sounds) in joist space above shipping bench. Activate with push buttons at truck dock man door and grade level overhead door. 12. One duplex receptacle to be provided adjacent to fire sprinkler riser (wire into emergency circuit). I SALESROOM A. Front Entry DOOR /HARDWARE /INTERIOR GLASS SPECIFICATIONS OBS 4 -11 -1 Page 1 1. Two 36" wide x 7' high single acting doors with tempered glass. Use 1 -1/2 pair NRP hinges. • Do not use pivot hinges. 2. Doors to have push /pull hardware. 3. Closer with hold open option. 4. Aluminum frame with threshold. 5. Complete weatherstrip package. 6. "Best" brand double cylinder lock (6 pin tumbler) with interchangeable core feature. (To be supplied by Lhe contractor with a blue construction core in the outside cylinder and a permanent core in the inside cylinder.) B. Doors to Warehouse 1. Two pairs of double acting doors in rear salesroom wall. 2. Each pair consisting of two 30" wide x 7' high gravity doors with standard vision panel. Frommelt brand doors supplied and installed by owner. Contractor to supply 3/16" thick "C" channel frame full width of wall. II GENERAL OFFICE A. Two 36" wide x 7' high single gravity doors with standard vision panel leading to warehouse. Frommelt brand doors supplied and installed by owner. Contractor to supply 3/16" thick "C" channel frame full width of wall. III MANAGER'S OFFICE A. One 36" wide x 7' high single acting door. 1. Solid core stain'grade (birch). 2. No viewing glass. 3. Lock set. 4. Metal frame. 5. Silencers in frame. 6. Wall stop. B. Two centered fixed glass windows to view office and conference room. 1. Size - 30" x 60" plate. 2. Bottom of frame to be 42" above floor. 3. Metal window frame. IV CONFERENCE ROOM A. One 36" wide x 7' high single acting door to office. 1. Solid core stain grade (birch). 2. Tempered glass window (top half door). 3. Black plastic 12" kick plate and black plastic push -pull hardware. 4. Closer. 5. Silencers in frame. 6. Wall stop. 7. Undercut door to compensate for exhaust fan. V TOILET ROOMS A. One 36" wide x 7' high single acting door to warehouse. 1. Solid core stain grade (birch). 2. Black plastic 12" kick plate and push-pull hardware. 3. Closer. 4. Black plastic sign. 5. Silencers in frame. 6. Wall stop. 7. Undercut door to compensate for exhaust fan. VI JANITOR CLOSET A. One 36" wide x 7' high single acting door to warehouse. 1. Solid core stain grade (birch). 2. Black plastic 12" kick plate. DBS 4 -11-1 Page 2 .... VI JANITOR CLOSET (CONTINUED) 4. Silencers in frame. 5. Wall stop. 6. Undercut door to compensate for exhaust fan. VII WAREHOUSE A. Emergency exit door. 1. Hollow metal door (to be insulated in extreme climates) with full weatherstrip. Provide drip strip over door. 2. No window. 3. No exterior hardware. 4. Exit hardware to be horizontal bar panic device with receiver in jamb and Detex #502 alarm. 5. Non-removable pin hinges. 6. Closer. 7. , Install Latch-Guard on exterior of door. Latch-Guard Division of Air-Flo Co., Inc. P.O. Box 1285 Elkhart, Indiana 46515 8. Threshold set in full bed of mastic. OBS 4-11-1 Page 3 • B. Truck driver access door (adjacent to truck dock). 1. Hollow metal door (to be insulated in extreme climates) with full weatherstrip. Provide drip strip over door. 2. No window. 3. No exterior hardware. 4. 'Non-removable pin hinges. 5. Exit hardware to be horizontal bar panic device with receiver in jamb. 6. Closer. 7. Install Latch-Guard on exterior of door. Latch-Guard Division of Air-Flo Co., Inc. P.O. Box 1285 Elkhart, Indiana 46515 r 1 OBS 4 -11- 1 Page 4 Overhead dock doors. 1. Sectional steel door, 8'6" wide by 10' high (to be insulated in extreme climates and have a minimum 22 gauge covering over insulation on interior). To have 20 guage minimum exterior skin. 2. One tempered glass vision panel, 24" x 7" or standard (centered). 3. Manually operated, torsion spring, counter balanced, vertical -lift type. Provide 50,000 cycle torsion spring. . Steel frames. 5. No exterior hardware or locking devices. 6. Interior hardware to consist of throw latch with padlock hole, handle, and step down angle (3" x 3" x 2' long). Provide spring safety stop at track ends. 7. Head, jambs, and bottom of door to be weather stripped. 8. Contractor to install owner supplied security gates on outside of door. Overhead ground level door. 1. Same specifications as overhead dock door. • t i SALESROOM Floor: Ceramic tile. Dal -Tile Duraflor Desert Series #1646 "Hondo" with American Olean "Spice Brown" sanded grout. Grout to receive clear sealer. Base: Walls (block or concrete): Walls (gyp board): Ceiling: Doors (wood, when plastic is not allowed): Doors (plastic laminate): Doors and Frames (metal): Floor: Base: Walls (block or concrete): Walls (gyp board): Ceiling: Doors (wood, when plastic is not allowed): Doors (plastic laminate): Doors and Frames (metal) Window Blinds GENERAL OFFICE, MANAGER'S OFFICE INTERIOR FINISH SCHEDULE Ceramic tile cove to match above. Sherwin Williams #SW 1132 "Tumbleweed" semi -gloss enamel paint. General Tire Genon Burlap #2-04-C7 "Straw" vinyl. 2' x 4' lay -in. White with white grid. Pratt and Lambert Tonetic wood stain "Oriental Walnut ". Tops, bottoms and edges to be sealed. By owner. Sherwin Williams #SW 1028 ",Kohl" Eg -Shel enamel paint. Carpet by owner. Level loop, jute back for glue down installation. 4" dark brown or black vinyl straight. Sherwin Williams #SW 1132 "Tumbleweed" semi -gloss enamel paint. General Tire Genon Burlap #2 -04 -C7 "Straw vinyl. 2' x4' lay -in. White with white grid. Pratt and Lambert Tonetic wood stain "Oriental Walnut ". DBS 4 -12 -1 Page 1 By owner. Sherwin Williams #SW 1028 "Kohl" Eg -Shel enamel paint. Levelor 1" wide, "Vanilla ". Window Blinds TOILET ROOMS Floor: Walls: CONFERENCE ROOM Floor: Ceramic tile. Oal -Tile Ouraflor Desert Series 01646 "Hondo" with American Olean "Spice Brown" sanded grout. Grout to receive clear sealer. Base: Ceramic tile cove to match above. Walls (block or concrete): Sherwin Williams NSW 1132 "Tumbleweed" semi -gloss enamel paint. Walls (gyp board): General Tire Genon Burlap 02 -04 -C7 "Straw" vinyl. Ceiling: 2' x 4' lay -in. White with white grid. Doors (wood): Pratt and Lambert Tonetic wood stain "Oriental Walnut ". Doors and Frames (metal): Sherwin Williams NSW 1028 "Kohl" Eg -Shel enamel paint. Ceiling: Doors (wood): Doors and Frames (metal): Toilet Partitions: Levelor 1" wide, "Vanilla ". Ceramic tile. Dal -Tile 00K -124 "Oak Range (2)" with natural grout. 1" x 1" module. Base: Ceramic tile cove to match walls. Ceramic tile wainscot fixture high on two wet walls. Dal -Tile 0D -154 "Mexican Sand" semi -gloss finish with natural grout. 4 -1/4" x 4 -1/4" module. Balance to be General Tire Genon Burlap 02 -04 -C7 "Straw" vinyl. 2' x 4' lay -in or to meet code. White with white grid. Pratt and Lambert Tonetic wood stain "Oriental Walnut ". Sherwin Williams 0SW1028 "Kohl" Eg -Shel enamel paint. Dark brown or bronze metal. DBS 4 -12 -1 Page 2 i JANITOR CLOSET Floor: Concrete with curing compound. Base: 4" dark brown or black vinyl cove. Walls (block, gyp board, concrete): Sherwin Williams NSW 1004 "Pure White" semi -gloss enamel paint. Ceiling: 2' x 4' lay -in. White with white grid. Doors (wood): Pratt and Lambert Tonetic wood stain "Oriental Walnut ". Doors and Frames (metal): Sherwin Williams NSW 1028 "Kohl" Eg -Shel enamel paint. WAREHOUSE Floor: Concrete with curing compound. Base: 4" dark brown or black vinyl cove at office. Walls (block, gyp board, concrete): Sherwin Williams NSW 1004 "Pure White" semi -gloss enamel paint. Walls (metal panel): Sherwin Williams NSW 1004 "Pure White" semi -gloss enamel paint or white factory finish. Ceiling: Exposed insulation. Doors and Frames (metal): Sherwin Williams NSW 1028 "Kohl" Eg -Shel enamel paint. Columns (steel): Sherwin Williams NSW 1028 "Kohl" Eg -Shel enamel paint. EXTERIOR FINISH SCHEDULE Walls (concrete block, concrete panel): Sherwin Williams Elastomeric Waterproofing Coating. D8S 4 -12 -1 Page 3 Walls (metal_ panel): Doors and Frames (metal): Signs: EXTERIOR FINISH SCHEDULE (CONTINUED) DBS 4 -12 -1 Page 4 Color to be selected from manufacturer's standard color schedule. Sherwin Williams #BM -80 -23 "Licorice Stick" gloss paint. Doors and Frames (aluminum): Dark Bronze factory finish. Misc. Metal (including galvanized): Sherwin Williams #BM- 80 -23 "Licorice Stick" gloss paint. Brown or white factory finish. CHASE SE =DAM EV 3ETWEELI SVGS C (4' WIPE ) ELEcTICIc OUT LGT TYPICAL (3 THUS) SECTION THRU CABLE CHASE O EFIKIDG. LIGHT FIXTURE SCHEDULE ALSO SEE SPECIFICATIONS FIXTURE TYPE, DESCRIPTION CC NTS A 5'4 LAMP WAREHOUSE FLUORESCENT FIXTURE OWNER SUPPLIED. CONTRACTOR INSTALLED. GRAINGER 434442 1204 FIXTURE. 4 2' 14' LAY-IN 4 TUBE FLUORESCENT OFFICE OWNER SUPPLIED. CONTRACTOR INSTALLED. GRAINGER 434420 1200 FIXTURE FIXTURE. C 40• SWIVEL ARM OOCX LIGHT. OMIER SUPPLIED. CONTRACTOR INSTALLED. GRAINGER .24037. D ISOW MPS WALL MOUNTED FIXTURE. OWNER SUPPLIED. CONTRACTOR INSTALLED. GRAINGER .14155. MIXT AS HIGH AS POSSIBLE. E FLUSH UNDER CANOPY MPS LIGHT. CONTRACTOR TO SUPPLY AND INSTALL. EXIT LIGHTS PER CODE OWNER SUPPLIED. CONTRACTOR INSTALLED. BATTERY EMEREEMCY LIGHTING PER COOS. OWNER SUPPLIED. CONTRACTOR INSTALLED. N.T.S. G IHERAL OFF :GE �SI1�E METAL GcvtR DUPLET( OUT LET FIHISFIi:.D WITH TELIPHoNC HALL CGVERl 7ATA comm. PFTONE 1 1 CRT GABLES ASCEP'ACLE GoUNTE1R N .T.S. ALL ELECTRICAL DEVISES AND ASSEMBLIES TO 110 UL LABEL. C1111.1 /44 3AG KSPLRS4 3WITCH FOR titSPoS; 'L �WR TD S'NK LOOPI CABINETS 70 MERILLAT "„o1RIZou' MEDIUM CRR,ic. COUNTERTOP TO eR PLASTIC LAMINATE 'WILSON ART' •'t •6 BURNT LIMItin. SINK ('3H324) FAUCET CrZl4Z11'. f WASTE, DISPOSAL CA'SH412) TG et FURNISHED ism.owwore: INSTALLED WY CONTRACTOR. ELEVATION OF SERVICE COUNTER F LOOR T ip' d--t SECTION THRU SALES COUNTER N. T.S. DBS 4 -15 -1 "-SALES 'Reo i SIDE-' E LeGT%IG TAG&WAY `.iouW1E0 LP. LIP COUWT . °WWIR FUR141541 , =014TPUN TOR INSTALL SOS trE:CIFICATIONS. DETAILS GILA. EXHIBITS A Performance Bond INDEX ARTICLE 1 Parties, Definitions and'Extent of Agreement 2 Contract Sum 3 Contract Documents 4 Contract Time Schedule 5 Progress Payments 6 Final Payment 7 Contractor's Responsibilities 8 Owner's Responsibilities 9 Subcontracts 10 Changes in the Project 11 Uncovering and Correcting Work 12 Insurance 13 Safety 14 Termination of the Contract 15 Miscellaneous Provisions B Payment Bond C Application and Certificate for Payment and Application for Payment and Sworn Statement for Contractor and Subcontractor to Owner 0 Preliminary Drawings and Specifications E Final Drawings and Specifications F Proposal from to W.W. Grainger, Inc. dated :3S PAGE 1 1 2 2 3 3 4 6 7 8 9 10 13 14 15 19 (a -c) 20 (a -c) 21 :ES = -16 -1 ARTICLE 1 . Parties, Definitions and Extent of Agreement 1.1 THE CONTRACTOR accepts the relationship of trust and confidence estaolished• between it and the Owner by this Agreement. The Contractor agrees to furnish the architectural, engineering and construction services set forth herein and agrees to furnish efficient business administration and superintendence, and to use its best efforts to complete yhe Project in the best and soundest way and in the most expeditious manner consistent with the interests of the Owner. 1.2 The Contractor, the Owner, the Owner's Representative- Architect (if so desired by Owner) and the Architect /Engineer shall work together from the beginning of'design through construction completion. 1.3 The OWNER shall furnish the services of the.fs11'e044Pg.Architect /Engineer: 1.5 This Agreement and the Contract Documents as defined in Article 3 below represent the entire agreement between the Owner and the Contractor and supersede all prior negotiations, representations or agreements. Specifications provided by Owner have been incorporated into Contractor's proposal identified as Exhibit 0 attached hereto and made a part hereof. When the final Drawings and Specifications are complete and approved by Owner, they shall be identified as Exhibit E and shall become part of this Agreement. 1.6 This Agreement shall be amended only by written instrument signed by both Owner and Contractor. 1.7 Definitions: The "Project" is the total construction to be designed and constructed of which the Work is a part. The "Work" comprises the completed construction required by the final Drawings and Specifications. The term "day" shall mean calendar day unless otherwise specifically designated. ARTICLE 2 Contract.St The Owner shall pay the Contractor for the mechanical and electrical design activities, construction and full performance of the Work, subject to additions and deductions by Change Order as provided in the Contract Documents, the Contract Sum of ARTICLE 3 Contract Documents The Contract Documents consist of this Agreement and the general conaitions contained Herein, the Preliminary Drawings and Specifications submitted by the Owner ano the Final Drawings and Specifications approved by the Owner. In addition, the Contract Documents shall include the following: ARTICLE 4 Contract Time Schedule 4.1 The Work to be performed under this Agreement shall be commenced within two (2) weeks of the following: 1) Approval of Final plans and specifications by Owner; and, 2) Issuance of Building permit by local governing authority; and 3) Issuance of notice to proceed from Owner. The Work shall be substantially completed within ( ) days after the commencement of construction subject to extensions of time permitted under this Agreement. 4.2 The Date of Substantial Completion of the Project is the date when construction is sufficiently complete in accordance with the final Drawings and Specifications and a Certificate of Occupancy has been issued so the Owner can occupy or utilize the Project for the use for which it is intended. Warranties called for by this Agreement or by the Drawings and Specifications shall commence on the Date of Substantial Completion of the Project. This date shall be established by a Certificate of Substantial Completion signed by the Owner and Contractor and shall state their respective responsibilities for security, maintenance, heat, utilities, damage to the Work and insurance. This Certificate shall also list the items to be completed or corrected and fix the time for their completion and correction. 4.3 If the Contractor is delayed at anytime in the progress of the Project by any act or neglect of the Owner or by any separate contractor employed by the Owner, or by Change Order in the Project, or by labor disputes, fire, unusual delay in transportation, adverse weather conditions not reasonably anticipatable, unavoidable casualties, or any causes beyond the Contractor's control, then the Date for Substantial Completion shall be extended by Change Order for the'period of time caused by such delay. /9% :35 u -16 -1 ARTICLE 5 Progress Payments 5.1 Based upon Applications and Certificates for Payment and Sworn Statements to Owner submitted to the Owner by the Contractor, a sample copy of which is attacned hereto as Exhibit C (two pages), the Owner shall make progress payments on account of the Contract Sum to the Contractor for the period ending the thirtieth (30th) day of the month as follows: Not later than fifteen (15) days following receipt by Owner of Contractor's Application for Payment, ninety percent ( 90 %) of the portion of the Contract Sum properly allocable to labor, materials and equipment incorporated in the Work and ninety percent ( 90 %) of the portion of the Contract Sum properly allocable to materials and equipment suitably stored at the site or at some other location agreed upon in writing, for the period covered by the Application for Payment, less the aggregate of previous payments made by the Owner; and upon Substantial Completion of the entire Work, a sum sufficient to increase the total payments to ninety percent ( 90 %) of the Contract Sum. In addition to submitting the above mentioned Applications and Certificates for Payment, the Contractor shall submit partial lien waivers from any and all subcontractors or material suppliers who provided materials and /or labor for the period immeaiately prior to that for which payment is being requested. 5.2 Payments due and unpaid shall bear interest from the date payment is due at the rate of one percent (1 %) per month. 5.3 The Owner may decline to make payments and may withhold his payment, in whole or in part, to the extent necessary to protect the Owner from loss because of: 1. defective work not remedied, 2. third party claims filed or reasonable evidence indicating probable filing of such claims, 3. failure of the Contractor to make payments to Subcontractors as for labor, materials and equipment, 4. damage to the Owner or another contractor, 5. reasonable evidence that the Work will not be completed within the Contract Time, or 6. failure to carry out the Work in accordance with the Contract Documents. ARTICLE 6 Final Payment 6.1 Final payment, constituting the entire unpaid balance of the Contract Sum, shall be paid by the Owner to the Contractor after a final Application for Payment and Sworn Statement to Owner has been submitted by the Contractor to the Owner and after all of the following items completed and the following conditions satisfied: 1. All punch list items shall have been completed; and 2. A Certificate of Occupancy shall have been obtained by the Contractor, issued in . the name of the Owner, and a copy of which has been delivered to the Owner; and 3. The written consent of the Surety to final payment shall have been delivered to the Owner, along with the Contractor's final Sworn Statement, Final Lien Waivers from the Contractor and from all Subcontractors and material suppliers; and 4. The Contractor shall have provided to the Owner's representative two (2) sets each of the operating instructions, spare parts lists, guarantees, and warranties bound in loose -leaf binders; and :BS 4 -16 -1 5. she Contractor or Architect /Engineer shall have taken the Owner ana Owner's Representative- Architect on a walk-through inspection of the Work. which shall include any required explanations of the systems and of the building operations and maintenance; and 6. Contractor's "as- built" drawings shall have been given to the Owner; said "as- built" drawings shall be in the form of one (1) complete set of paper sepias annotated to reflect final as -built conditions plus two (2) sets of blue line drawings reproduced from the revised sepias; and 7. Removal from project site any temporary facilities, and equipment including, but not limited to, construction trailers, temporary utility lines, tools and equipment. ARTICLE 7 Contractor's Responsibilities :3S 4 -16 -1 7.1 Contractor's Services 7.1.1 The Contractor shall be responsible for furnishing the mech and elect design and for construction of the Project. The Owner and Contractor shall develop a design and construction phase schedule and the Owner shall be responsible for prompt decisions and approvals so as to maintain the approved schedule. 7.1.2 The Owner and Contractor shall develop a design phase schedule. PHASE 1: Based upon the Owner's Project requirements, schematic Design Studies will be prepared by the Architect /Engineer. These Schematics shall include a full site plan, floor plan, elevations and a landscape plan. PHASE 2: Upon approval of Schematic Designs and authorization from the Owner to proceed, the Architect /Engineer shall prepare Design Development Documents to fix the size and character of the Project as to structural, mechanical and electrical systems, materials and other appropriate essential items in the Project. PHASE 3: From approved Design Development documents the Architect /Engineer will prepare final Drawings and Specifications setting forth in detail the requirements for the construction of the Project, and based upon codes, laws or regulations which exist at the time of their preparation. These final Drawings and Specifications shall be identified as Exhibit E and shall be attached to this agreement to become a part hereof. Construction of the Project shall be in accordance with these Final Drawings and Specifications as approved by the Owner. As these final Drawings and Specifications are being completed, the Contractor will keep the Owner advised of the effects of any Owner requested changes on the Contract Time Schedule. 7.1.3 The Contractor shall secure and pay for all necessary approvals, easements, assessments, and charges required for the construction, use or occupancy of permanent structures or for permanent changes in existing facilities (whether denoted as an annexation, inclusion, extension, connection, hook -up and /or tap -on fee or charge, or denoted as any other type of category of fee or charge) imposed by all governmental, quasi - governmental and /or private utility companies prior to or during the performance of the Work or at the time of the issuance of a final certificate of occupancy by the appropriate governmental authorities. The Contractor shall establish the accounts for and pay for all utility fees and charges for natural gas and electric utilities. Furthermore, the Contractor shall secure and pay for the building permit, certificate of occupancy, and for all other permits and governmental fees, licenses, and inspections necessary for the proper execution and completion of the Work. The Work shall not be deemed substantially complete until all applicable permits, certificates of occupancy and licenses are delivered to Owner. ,r. =3S 4 -s6 -i 7.1.4 The Contractor shall be solely responsible for securing and obtaining all permits and paying all fees necessary for the construction of the Project. .A copy of eacn such permit shall be delivered to Owner prior to any activity for wnich such permit is required. 7.2 Responsibilities With Respect to Construction 7.2.1 The Contractor will provide all construction supervision, labor. materials. tools. construction equipment and subcontracted items necessary for the execution and completion of the Project. Any materials to be supplied by Owner shall be set forth in the final Drawings and Specifications. 7.2.2 The Contractor will pay all sales, use, gross receipts and similar taxes related to the Work which have been in existence or are enacted at any time prior to final completion of the work. 7.2.3 The Contractor will prepare and submit for the Owner's approval an estimated progress schedule for the Project. The schedule shall indicate the dates for the starting and completion of the various stages of the design and construction. It shall oe revalidated or revised every thirty (30) days. 7.2.4 The Contractor shall at all times keep the premises free from the accumulation of waste materials or rubbish caused by his operations. At the completion of the Work, the Contractor shall remove all waste material and rubbish from and around the Project as well as all tools, construction equipment, machinery and surplus materials. All debris shall be cleared away on a daily basis. Contractor shall provide its own trash dumpster or waste container. The Owner's trash containers are not to be used by the Contractor. 7.2.5 The Contractor will give all notices and comply with all laws and ordinances legally enacted at any time prior to final completion of the work which govern the proper execution of the Work. 7.2.6 The Contractor shall take necessary precautions for the safety of its employees on the job site, and shall comply with all applicable provisions of federal, state and municipal safety laws to prevent accidents or injury to persons on, about or adjacent to the Project site. The Contractor shall erect and properly maintain, at all times, as required by the conditions and progress of Work, necessary safeguards for the protection of workmen and the public. It is understood and agreed, however, that the Contractor shall have no responsibility for the elimination or abatement of safety hazards created or otherwise resulting from Work at the job site carried on by other persons or firms directly employed by the Owner as separate contractors or by the Owner's tenants. The Contractor shall also have the safety obligations set forth in Articles 13 and 15 herein. 7.2.7 For projects which are additions to Owner's existing facilities, the Contractor and all its personnel, subcontractors, employees, etc. shall park all vehicles in an area designated by Owner's local branch manager. 7.2.8 Contractor, its subcontractors and employees shall not have access to portions of Owner's existing facilities and shall be confined to those areas necessary for completing the work. Contractor will protect Owner's stock, equipment and existing facility from dust and damage and will promptly cleanup and repair any such damage. 7.2.9 Any work to be performed by Contractor which is of a noisy nature which may interrupt Owner's normal business operations, including telephone usage, shall be performed outside Owner's normal business hours. 7.2.10 For projects which are additions to Owner's existing facilities, all construction materials shall be stored in an area designated by Owner's branch manager in a manner which shall maintain the integrity of such materials. (6) :SS 4 -16 -1 7.2.11 Contractor shall take all necessary steps to keep the project secure from theft and vandalism until final completion of the Work. Contractor and its suocontractors, employees and personnel shall cooperate fully with the Owner and its local branch manager regarding security on the premises. 7.3 noyaities and Patents 7.3.1 The Contractor shall pay all royalties and license fees for materials, methods and systems incorporated in the work. The Contractor shall defend all suits or claims for infringement of any patent rights and shall save the Owner harmless from loss on account thereof except when a particular design, process or product is specified by the Owner. In the latter case the Contractor shall be responsible for such loss only if he has reason to believe that the design, process or product so specified is an infringement of a patent, and fails to give such information promptly to the Owner. 7.4 Warranties and Completion 7.4.1 The Contractor warrants to the Owner that all materials and equipment furnished under this Agreement will be new, unless otherwise specified, and that all Work will be of good quality, free from improper workmanship and defective materials and in conformance with the final Drawings and Specifications. The Contractor agrees to correct all Work performed by it under this Agreement which proves to be defective in material and workmanship within a period of one year from the Date of Substantial Completion as defined in Paragraph 4.2, or for such longer periods of time as may be set forth with respect to specific warranties contained in the Specifications. 7.4.2 The Contractor will secure required certificates of inspection, testing and approval and deliver them to the Owner no later than ten (10) days prior to the date of any such inspection, testing or approval. The Contractor shall furnish a copy of any such certificates to the Owner's Representative - Architect within five (5) days following the date of any such inspection, testing or approval. 7.4.3 The Contractor will collect all written warranties and equipment manuals and deliver them to the Owner prior to final completion of the work and final payment to the Contractor. 7.4.4 The Contractor shall check out all utilities and make certain that all mechanical systems and equipment are in ready and working order. The Contractor, in the presence of the Owner's local Branch Manager, shall demonstrate the initial start -up of all such mechanical systems and equipment. ARTICLE 8 Owner's Responsibilities 8.1 The Owner,shall provide full information regarding his requirements for the Project. 8.2 The Owner shall designate a representative from its Real Estate Department who -- shall be fully acquainted with the Project, and has authority to approve changes in the scope of the Project, render decisions promptly, and furnish information expeditiously and in time to meet the dates set forth pursuant to Subparagraph 7.2.3. OBS 4 -16 -1 8.3 The Owner shall furnish for the site of the Project all necessary surveys describing the physical characteristics, soils reports and subsurface investigations, legal limitations, utility locations, and a legal description. 8.6 If the Owner becomes aware of any fault or defect in the Project or non - conformance with the final Drawings or Specifications, he shall give prompt written notice thereof to the Contractor. 8.7 To the extent the Owner is obligated to provide them, the services and information requires by the above paragraphs shall be furnished with reasonable promptness at the Owner's expense and the Contractor shall be entitled to rely upon the accuracy and the completeness thereof. 8.8 The Owner shall have no contractual obligation to the Contractor's Subcontractors. ARTICLE 9 Subcontracts 9.1 All portions of the Work that the Contractor does not perform with its own forces shall be performed under subcontracts. 9.2 A Subcontractor is a person or entity who has a direct contract with the Contractor to perform any Work in connection with the Project. 9.3 No contractual relationship shall exist between the Owner and any Subcontractor. The Contractor shall be responsible for the management of the Subcontractors in the performance of their Work. 9.4 The Contractor hereby agrees to indemnify, defend and hold harmless the Owner (and its officers, employees and agents) from and against any and all claims, demands, actions or suits brought by any subcontractor, or any party claiming to be a subcontractor and any losses, costs, expenses (including attorney's fees and court costs), liabilities, damages incurred due to the Contractors having contracted with any third parties in connection with any aspect of the Project. 9.5 In addition to the provisions of Paragraph 9.4, if any liens or any order for the payment of money shall be filed against the property by reason of a arising out of any labor or material furnished or alleged to have been furnished or to be furnished to the property for this Project, the Contractor shall cause the same to be cancelled and discharged of record, by bond or otherwise as allowed by law at Contractor's sole cost and expense, within thirty (30) days after the date of filing of any such lien, and shall also promptly reimburse the Owner for all legal fees ana court costs relating thereto within ten (10) days of dispatch of a statement therefor. Contractor shall be liable for any damages and satisfy and discharge any judgements entered against Owner and save harmless the Owner from any claim or damage resulting therefrom. :3S 4 -16 -1 ARTICLE 10 Changes in the Project 10.1 The Owner, without invalidating this Agreement, may order Changes in the Project within the general scope of this Agreement consisting of additions, deletions or other revisions, and the Contract Time Schedule being adjusted accordingly. All such Changes in the Project shall be authorized by Change Order signed by the Owner. 10.1.1 A Change Order is a written order to the Contractor signed by the Owner and issued after the execution of this Agreement, authorizing a Change in the Project or the Contract Time Schedule. 10.1.2 The increase or decrease in the Contract Sum resulting from a Change in the Project shall be determined in one or more of the following ways: 1. by mutual acceptance of a lump sum properly itemized and supported by sufficient substantiating data to permit evaluation; or 2. by unit prices stated in the Contract Documents or subsequently agreed upon; or 3. by cost to be determined in a manner agreed upon by the parties and a mutually acceptable fixed or percentage fee; 10.1.3 If unit prices are stated in this Agreement or subsequently agreed upon, and if the quantities originally contemplated are so changed in a proposed Change Order or as a result of several Change Orders that application of the agreed unit prices to the quantities of Work proposed will cause substantial inequity to the Owner or the Contractor, the applicable unit prices and the Contract Sum shall be equitably adjusted. 10.1.4 Should concealed conditions encountered in the performance of the Work below the surface of the ground or should concealed or unknown conditions in an existing structure be at variance with the conditions indicated by the final Drawings, Specifications, or Owner - furnished information or should unknown physical conditions below the surface of the ground or should concealed or unknown conditions in an existing structure of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in this Agreement, be encountered, the Contract Sum and the Contract Time Schedule shall be equitably adjusted by Change Order upon claim by either party made within a reasonable time after the first observance of the conditions. 10.2 Claims for Additional Cost or Time 10.2.1 If the Contractor wishes to make a claim for an increase in the Contract Sum or an extension in the Contract Time Schedule, he shall give the Owner written notice thereof within a reasonable time after the occurrence of the event giving rise to such claim. This notice shall be given by the Contractor before proceeding to execute the Work, except in an emergency endangering life or property in which case the Contractor shall act, at his discretion, to prevent threatened damage, injury or loss. Claims arising from delay shall be made within a reasonable time after the delay. Increases -- based upon design and estimating costs with respect to possible changes requested by the Owner, shall be made within a reasonable time after the decision is made not to proceed with the change. No such claim shall be valid unless so made. Any change in the Contract Sum and Contract Time Schedule resulting from such claim shall be authorized by Change Order. (8) 10.3 Minor Changes in the Project 10.3.1 The Owner will have authority to order minor changes in the Work not involving an adjustment in the Contract Sum or an extension of the Contract Time Schedule and not inconsistent with the intent of the final Drawings and Specifications Sucn Changes may be effected by written order and shall be binding on the Owner and the Contractor. 10.4 Emergencies 10.4.1 In any emergency affecting the safety of persons or property, the Contractor shall act, at his discretion, to prevent threatened damage, injury or loss. Any increase in the Contract Sum or extension of time claimed by the Contractor on account of emergency work shall be determined as provided in this Article. ARTICLE 11 Uncovering and Correction of Work 11.1 Uncovering of Work. If any portion of the Work should be coverea contrary to the request of the Owner or its Representative- Architect, it must be uncoverea for their observation and shall be replaced at the Contractor's Expense. 11.2 Correction of Work :3S 4 -t6 -; 11.2.1 The Contractor shall promptly correct all Work which the Owner deems defective or failing to conform to the Plans and Specifications whether observed before or after substantial completion and whether or not fabricated, installed or completed. The Contractor shall bear all costs of correcting such defective Work, including compensation for the Owner's Representative - Architect's additional services made necessary thereby. 11.2.2 If, within one year after the Date of Substantial Completion of the Work or designated portion thereof or within one year after acceptance by the Owner of designated equipment or within such longer period of time as may be prescribed by law or by the terms of any applicable special warranty required by the Plans and Specifications, any of the Work is found to be defective or not in accordance with the Plans and Specifications, the Contractor shall correct it promptly after receipt of a written notice from the Owner to do so unless the Owner has previously given the Contractor a written acceptance of such conditions. This obligation shall survive termination of the Contract. The Owner shall give such notice promptly after discovery of the condition. 11.2.3 The Contractor shall remove from the site all portions of the Work which are defective or non - conforming and which have not been corrected unless removal is waived by Owner. 11.2.4 If the Contractor fails to correct defective or non - conforming Work as set forth in Subparagraphs 7.4.1, 11.2.2 and 11.2.3, the Owner may correct it in whatever method the Owner may deem expedient. 11.2.5 Nothing contained in this Article 11 shall be construed to establish a period of limitation with respect to any other obligation which the Contractor might have under this Agreement including Paragraph 7.4.1 hereof. The establishment of the time period of one year after the Date of Substantial Completion or such longer period of time as may be prescribed by law or by the terms of any warranty required under this Agreement relates only to the specific obligation of the Contractor to correct the Work, and has no relationship to the time within which his obligation to complete the Work may be sought to be enforced, nor to the time within which proceedings may be commenced to establish the Contractor's liability with respect to his obligations other than specifically to correct the Work. fe% ARTICLE 12 Insurance (in% 23S 4 -16 -1 11.2.6 Contractor shall secure all warranties from manufacturers. suppliers. and Subcontractors as provided in the Specifications and shall promptly assign said warranties to Owner. All guarantees and warranties required by the Contract Oocuments shall be included and bound in two (2) sets of loose -leaf binders and delivered to the Owner in accordance with Subparagraph 6.1.4 prior to final payment. 11.2.7 Notwithstanding anything to the contrary contained in this Article 11, it is further expressly understood and agreed that the foregoing provisions shall not affect, limit, impair, or supersede any rights or remedies which the Owner may have at law or in equity against the Contractor for latent defects or deficiencies. 11.2.8 If the Owner prefers to accept defective or non - conforming Work, he may do so instead of requiring its removal and correction, in which case a Change Order will be issued to reflect a reduction in the Contract Sum where appropriate and equitable. Such adjustment shall be effected whether or not final payment has been made. 12.1 Contractor's Liability Insurance. The Contractor shall purchase and maintain in a company or companies licensed to do business in the state in which the Project is located, which company or companies shall be approved by the Owner, such insurance as will protect it from claims set forth below which may arise out of or result from the Contractor's operations under the Contract, whether such operations be by himself or by any Subcontractor or by anyone directly or indirectly employed by any of them, or by anyone for whose acts any of them may be liable: 1. claims under workers' or workmen's compensation, disability benefit and other similar employee benefit acts; 2. claims for damages because of bodily injury, sickness or disease, or death of any person other than his employees; 3. claims for damages insured by unusual personal injury liability coverage which are sustained (1) by any person as a result of an offense directly or indirectly related to the employment of such person by the Contractor, or (2) by any other person; 4. claims for damages, other than to the Work itself, because of injury to or destruction of tangible property, including loss of use resulting therefrom; and 5. claims for damages because of bodily injury or death of any person or property damage arising out of the ownership, maintenance or use of any motor vehicle. 6. claims for environmental damages to the soil or ground water. 12.1.1 All of the occurrence based insurance policies required by this Paragraph 12.1 shall be endorsed to name the Owner as an additional insured and language indicating such shall appear conspicuously on all Certificates of Insurance. If such endorsement cannot be obtained for each such policy, then Contractor shall furnish to the Owner an Owner's and Contractgr's Liability Policy with comparable coverages and limits. i e (b) Property Damage: S 500,000 S 500,000 12.1.2 The insurance required by Provision 12.1 shall be written for not less than the following, or greater if required by law: Workers' Compensation: (a) State; Statutory coverage (b) Employer's Liability: $100,000 Comprehensive General Liability (including premises- operations; broad form property damage): (a) Bodily Injury: $ 500,000 $1,000,000 Each Occurrence Annual Aggregate Each Occurrence Annual Aggregate (c) Property Damage Liability Insurance shall provide X, C, ana U coverages. (3) Contractual Liability: (a) Bodily Injury: $ 500,000 Each Occurrence $1,000,000 Annual Aggregate (b) Property Damage: $ 500,000 Each Occurrence $ 500,000 Annual Aggregate (4) Personal Injury; with Employment Exclusion deleted: $1,000,000 Annual Aggregate (5) Comprehensive Automobile Liability: (a) Bodily Injury: $ 500,000 $1,000,000 (b) Property Damage: $ 500,000 Each Person Each Occurrence Each Occurrence products and completed operations :. 29S a -16 -1 12.1.3 The insurance required by this Provision 12.1 shall include contractual liability insurance applicable to the Contractor's obligations under Provisions 9.4 and 9.5. 12.1.4 The Contractor shall either (1) require each of his subcontractors to procure and to maintain during the life of his subcontract liability insurance of the types and in the same amounts as specified in the preceding subparagraphs, or (2) insure the activities of his subcontractors in his own policies. 12.2 The Contractor agrees to indemnify and hold the Owner harmless from all claims for bodily injury and property damage that may arise from the Contractor's operations under this Agreement. :BS 4 -16 -1 1 12.2 Property Insurance 12.2.1 The Contractor shall purchase and maintain property insurance upon the entire Work at the site to the full insurable value thereof. Such insurance shall be in a comoany or companies approved by the Owner. This insurance shall include the interests of the Owner, the Contractor, Subcontractors and Sub - subcontractors in the Work and shall insure against the perils of fire and extended coverage and shall include 'all risk' insurance for physical loss or damage including, without duplication of coverage, theft, vandalism, and malicious mischief. This provision shall not release the Contractor of his obligation to complete the Work according to the Contract Documents, and the Contractor and his Surety shall be obligated to full performance of the Contractor's undertaking. To the extent that protection is not provided by the aforesaid insurance, the Contractor shall assume all risks for loss of or damage to materials not incorporated in the Work, whether stored on the site or elsewhere, or to tools or capital equipment owned or rented by the Contractor or by his employees, agents, or Subcontractors, including scaffolding, stagings, towers, forms, and equipment of any and every kind, and he shall maintain such insurance as he may deem necessary to protect himself against such loss or damage. Provided, however, that if the ro'ect constitutes a remodeling or an addition to an P J 9 existing building of the Owner presently located on the site (i.e., a remodeling or an expansion of Owner's existing facility, as opposed to the construction of a new facility on the site), then the foregoing property insurance shall be purchased and maintained by the Owner. 12.2.2 The form of policy for the insurance required by Subparagraph 12.2.1 shall be completed value. If by the terms of this insurance any mandatory deductibles are required, or if the Contractor should elect to purchase this insurance with a voluntary deductible amount which exceeds $5,000 without the Owner's prior written consent, then the Contractor shall be responsible for payment of the amount of the deductible in the event of a paid claim. 12.2.3 Prior to the commencement of the Work, the Contractor shall deliver to the Owner all Certificates of Insurance for the insurance coverage required by Article 12. Said Certificates shall name the Owner as an additional insured with regard to this project. These Certificates shall contain a provision that the coverages afforded will not be cancelled until at least thirty (30) days' prior written notice has been given to the Owner at 5500 W. Howard Street, Skokie, Illinois 60077, Attn: Real Estate Department. 12.2.4 If required in writing by any party in interest, the Owner as trustee shall, upon the occurrence of an insured loss, give bond for the proper performance of his duties. He shall deposit in a separate account any money so received, and he shall distribute it in accordance with such agreement as the parties in interest may reach. If after such loss no other special agreement is made, replacement of damaged work shall be covered by an appropriate Change Order. 12.2.5 The Owner as trustee shall have power to adjust and settle any loss with the insurers. 12.2.6 If the Owner finds it necessary to occupy or use a portion or portions of the Work prior to Substantial Completion thereof, such occupancy or use shall not commence prior to a time mutually agreed to by the Owner and Contractor and to which the insurance company or companies providing the property insurance have consented by endorsement to f the policy or policies. This insurance shall not be cancelled or lapsed on account of such partial occupancy or use. Consent of the Contractor and of the insurance company or companies to such occupancy or use shall not be unreasonably withheld. 1 . (12) :3S 4 -16 -1 12.3 Waiver of Subrogation 12.3.1 The Owner and Contractor waive all rights against each other, the Arcnitect /Engineer, Subcontractors and Subsubcontractors for damages caused by perils coverea by insurance provided under Article 12, except such rights as they may have to the proceeds of such insurance held by the Owner and Contractor as trustees. The Contractor shall require similar waivers from all Subcontractors and Subsuocontractors. 12.3.2 The Owner and Contractor waive all rights against each other and the Arcnitect /Engineer, Subcontractors and Subsubcontractors for loss or damage to any equipment used in connection With the Project which loss is covered by any property insurance. The Contractor shall require similar waivers from all Subcontractors and Subsubcontractors. 12.3.3 The Owner waives subrogation against the Contractor, Architect /Engineer, Subcontractors, and Subsubcontractors on all property and consequential loss policies carried by the Owner on adjacent properties and under property and consequential loss policies purchased for the Project after its completion. 12.3.4 If the policies of insurance referred to in this Paragraph require an endorsement to provide for continued coverage where there is a waiver of subrogation, the owners of such policies will cause them to be so endorsed. ARTICLE 13 Safety 13.1 Safety Precautions and Programs 13.1.1 The Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. 13.2 Safety of Persons and Property 13.2.1 The Contractor shall take all reasonable precautions for the safety of, and shall provide all reasonable protection to prevent damage, injury or loss to: .1 all employees on the Work and all other persons who may be affected thereby; .2 all the Work and all materials and equipment to be incorporated therein, whether in storage on or off the site, under the care, custody or control of the Contractor or any of his Subcontractors or Sub - subcontractors; and .3 other property at the site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures and utilities not designated for removal, relocation or replacement in the course of construction. 13.2.2 The Contractor shall give all notices and comply with all applicable laws, ordinances, rules, regulations and lawful orders of any public authority bearing on the safety of persons or property or their protection from damage, injury or loss. 13.2.3 The Contractor shall designate a responsible member of his organization at the site whose duty shall be the prevention of accidents. This person shall be the Contractor's superintendent unless otherwise designated by the Contractor in• writing to the Owner and the Owner's Representative- Architect. 13.2.4 The Contractor shall not load nor permit any part of the Work to be loaded so as to endanger its safety. All equipment and tools used on the project must meet all electrical safety codes. All temporary electric power must be monitored. The Contractor shall restrict access to any hazardous areas. 114% 13.2.5 The Contractor shall erect and maintain, as required by existing conditions and progress of the Work, all reasonable safeguara for safety and protection, including posting danger signs and other warnings against hazards, promulgating safety regulations and notifying owners and users of adjacent utilities. 13.2.6 When the use or storage of explosives or other hazardous materials or equipment is necessary for the execution of the Work, the Contractor shall exercise the utmost care and shall carry on such activities under the supervision of properly qualified personnel. 13.2.7 The Contractor shall promptly remedy all damage or loss to any property referred to in Clauses 13.2.1.2 and caused in whole or in part by the Contractor, any Subcontractor, and Sub subcontractor, or anyone directly or indirectly employed by any of them, or by anyone for whose acts any of them may be liable and for which the Contractor is responsible under Clauses 13.2.1.2 and 13.2.1.3, except damage or loss attributable to the acts or omissions of the Owner or anyone directly or indirectly employed either of them, or by anyone for whose acts either of them may be liable, and not attributable to the fault or negligence of the Contractor. 13.3 Emergencies 13.3.1 In any emergency affecting the safety of persons or property, the Contractor shall act, at his discretion, to prevent threatened damage, injury or loss. Any additional compensation or extension of time claimed by the Contractor on account of emergency work shall be determined as provided in Article 10 for Changes in the Work. 14.2 Termination by the Owner ARTICLE 14 Termination of the Contract /1A :as 4 -16 -1 14.1 Termination by the Contractor. If the Project is stopped for a period of sixty (60) days under an order of any court or other public authority having jurisdiction, or as a result of an act of government, such as a declaration of a national emergency making materials unavailable, through no act or fault of the Contractor, then the Contractor may, upon seven (7) days' written notice to the Owner, terminate this Agreement and recover from the Owner payment for all Work executed. 14.2.1 If the Contractor is adjudged a bankrupt, or if the Contractor makes a general assignment for the benefit of its creditors, or if a receiver is appointed on account of its insolvency, or if the Contractor refuses or fails, except in cases for which extension of time is provided, to supply enough properly skilled workmen or proper materials, or if the Contractor fails to make prompt payment to Subcontractors or for materials or labor, or disregards laws, ordinances, rules, regulations or orders of any public authority having jurisdiction, or otherwise is in breach of a provision of the Contract Documents, than the Owner, may, without prejudice to any right or remedy and after giving the Contractor and his surety, if any, following seven (7) days' written _.__ . notice, terminate the employment of the Contractor and take possession of the site and of all materials, equipment, tools, construction equipment and machinery thereon owned by the Contractor and may finish the Work by whatever method the Owner may deem expedient. In such case the Contractor shall not be entitled to receive any further payment until the Work is finished. 14.2.2 The Owner's Rights and remedies under this Paragraph 14.2 are in addition to and shall not prejudice nor preclude any other rights or remedies of the Owner under the Contract Documents or at law or in equity. r i t r i i 1 :BS 4-16-1 ARTICLE 15 Miscellaneous Provisions 15.1 Governing Law. This Agreement shall be governed by the Law of the state where the project is located. 15.2 Successors and Assigns. The Owner and the Contractor each binds himself, his partners, successors, assigns and legal representatives to the other party hereto and to the partners, successors, assigns and legal representatives of such other party in respect to all covenants, agreements and obligations contained in the Contract Documents. Neither party to the Contract shall assign the contract or sublet it as a whole without the written consent of the other, nor shall the Contractor assign any monies due or to become due to it hereunder, without the previous written consent of the /.0 Owner. 15.3 Written Notice. Written notice shall be deemed to have been duly served if delivered in person to the individual or member of the firm or entity or to an officer of the corporation for whom it was intended, or if delivered at or sent by registered or certified mail to the last business address known to it who gives the notice. 15.4 Claims by Either Party. Should either party to the Contract suffer injury or damage to person or property because of any act or omission of the other party or of any of his employees, agents or others for whose acts he is legally liable, claim shall be made in writing to such other party within a reasonable time after the first observance of such injury or damage. 15.5 Performance and Labor and Material Payment Bond: Upon the signing of the Agreement between the Owner and the Contractor, the Contractor shall provide to the Owner executed copies of the performance bond in the form set forth on Exhibit A attached hereto and the labor and material payment bond in the form set forth on Exhibit 8 attached hereto in the full amount of the Contract Sum guaranteeing the faithful performance of the Contract and the payment of all obligations arising under the Contract Documents. The Owner shall have the right to approve the Surety chosen by the Contractor. The cost of the bonds shall be borne by the Contractor. The Contractor shall deliver the bonds to the Owner not later than three days following the date of execution of this Contract. The bonds shall be dated on the date of the Contract or on the commencement date of the Work, whichever is earlier. The Contractor shall require the attorney -in -fact who executes the required bonds on behalf of the surety to affix thereto a certified and current copy of the power of attorney. 15.6 Tests 15.6.1 If the Plans and Specifications, Laws, ordinances, rules, regulations or orders of any public authority having jurisdiction require any portion of the work to be inspected, tested or approved, the Contractor shall give the Owner and the Owner's Representative- Architect notice of its readiness so that the Owner or its Representative- Architect may observe such inspection, testing or approval. The Contractor shall bear all costs of such inspections, tests or approvals conducted by private persons or public authorities. 15.6.2 Contractor shall make inspections and perform tests as required by federal, state and local laws and regulations in effect during the period in which the work is to be performed. In addition, Contractor shall perform complete soil compaction tests beneath proposed building and parking lot locations, complete concrete tests for foundation walls, floor slabs, etc. and complete mortar tests for all masonry. Required certificates of inspection, testing or approval shall be secured by the Contractor and promptly delivered by it to the Owner. The Contractor shall deliver a duplicate copy of any such certificates to the Owner's Representative - Architect. ,1 C :5S a -i6 -1 15.7 Field Office. The Contractor shall provide and maintain on the construction site in a neat and serviceable condition a temporary movable construction office as heaaauarters for conduct of the Work for the duration of the job. The office shall be heated. and provided with screened windows, door with cylinder locks, telephones and electric lights. The Owner's Representative- Architect may use such facilities in the construction office as are available from time to time. All costs for such facilities shall be paid for by the Contractor. 15.8 Power and Water. Electrical power and convenience water shall be provided by the Contractor. Provided, however, if the project constitutes a remodeling or an addition to an existing building of the Owner presently located on the site (i.e., a remodeling or an expansion of Owner's existing facility, as opposed to the construction of a new facility on the site), then Owner shall supply such electrical power and convenience water from existing sources. 15.9 Toilet Facilities. Portable toilet facilities for all field personnel shall be provided by the Contractor. 15.10 Signs. Contractor may display on the site only those advertising signs or directional signs for material delivery which are specifically authorized in writing by Owner and which are in compliance with all local codes and zoning ordinances. Such signs shall be furnished, erected and, on completion of the Work, removed at the expense of the Contractor. 15.11 Construction Site Safety. Without in any manner limiting or superseding the provisions of Article 13: 15.11.1 The Contractor shall provide all safeguards to produce minimum hazards to the Work and all persons. He shall indicate by day and night all restricted and dangerous conditions existing on or adjacent to the project site. Barricades, danger signals, warning signs and obstructions shall be illuminated at night, and all lights shall be kept burning from sunset until sunrise. 15.11.2 The Contractor shall keep unauthorized personnel out of the construction site, including Owner's employees, except those specifically designated by the Owner as having business on the project. 15.11.3 In the event of an accident involving personal injury or property damage Contractor shall immediately notify Owner, furnishing as much information concerning the accident as is available. As soon as practical within the following twenty -four (24) hours, Contractor shall furnish Owner written reports stating the extent of damage, names of persons involved, or witnessing the occurrence, names of employers of persons involved, name of attending physician, his diagnosis and prognosis, and subsequently any other information required by Owner. 15.12 Security of Equipment and Materials. Without in any manner limiting or superseding the provisions of Article 7: 15.12.1 The Contractor shall be responsible for the protection of all his materials and all his equipment on the site for the duration of the job. 15.12.2 The Owner shall not in any way be liable or responsible for the damage or loss to the Work due to trespass or theft. The Contractor shall provide a suitable secured area at the site for the protection of his materials and equipment. f (17) :a5 4 -16 -1 15.13 Miscellaneous Facilities. The Contractor shall provide and maintain all miscellaneous temporary facilities such as ladders, ramps, scaffolds, hoists, railings, chutes, barricades, enclosures, platforms, walks, etc. as required for the proper execution of its work. 15.14 Layout. The Contractor shall layout and establish all lines and levels required for the proper installation of his work. The Contractor shall compare existing conditions with working points and measurements at the site, and compare the construction drawings to ascertain that they are in perfect agreement. Any difference shall be brought to the immediate attention of the and Owner and the Owner's Representative- Architect. 15.15 Public Utility Services. Any sewer lines, water lines, gas lines, electric conduit or other utility that may be encountered in the course of the work shall be protected, or run around so as not to break service. The cost incidental to this work shall be borne by the Contractor. The Contractor shall notify any and all utility companies of any utilities that have to be moved and relocated, such as electric poles, watermeters, parking meters, stop signs, etc. and pay for the cost of same. 15.16 Document Reproduction. Owner shall have the free right to reproduce, in whole or in part, all documents, manuals, blueprints, and other written and printed data supplied by Contractor. 15.17 Confidentiality. The Contractor shall treat as confidential all drawings, data, information, reports and recommendations furnished by the Owner and /or the Owner's Representative- Architect, and the Contractor shall not knowingly divulge same to third parties, not associated with this Project, without the Owner's prior.written consent. 15.17.1 Neither the Contractor nor its subcontractors shall take photographs or slides of the site or of the Work without the prior written authorization of the Owner. 15.17.2 Except upon the Owner's prior written approval, the Contractor shall not circulate or distribute to third parties not associated with this Project, any letters, descriptions, pamphlets or brochures identifying, naming or describing thins Project, and the Contractor, either directly or indirectly, shall not authorize or participate in any advertising, publicity, presentations or meetings involving third parties not associated with this Project in which the Work, this Project, or the Owner is identified, described or depicted. 15.18 Owner's Remedies. In the event of any actual, threatened or attempted breach or violation of the provisions of this Agreement, Owner shall have the right to institute and prosecute any proceedings at law or in equity against any person, party or entity violating or attempting to violate said provisions or any of them, or for the specific performance thereof, and /or for damages, and owner shall have the right to obtain an injunction restraining Contractor, its successors or assigns, and all other persons, parties or entities, from violating or attempting to violate, any of said provisions. Owner shall also be entitled to recovering any and all such proceedings all reasonable costs and expenses, including attorneys' fees, incurred by Owner in enforcing these provisions. It is expressly understood and agreed that the foregoing rights and remedies of the Owner shall be concurrent and cumulative and in addition to all other remedies permitted by law and equity. 15.19 The provisions contained in this Agreement shall expressly survive the completion of the Work and the final payment by Owner and shall be and remain fully effective and binding upon the Contractor and its successors and assigns during and subsequent to the performance of the Work, as well as after final payment by Owner. This Agreement entered into as of the day and year first written above. OWNER CONTRACTOR W.W. Grainger, Inc., an ,Illinois Corporation By: Title: Title: i r 1 1 1 1 1 OWNER (Name and Address): CONSTRUCTION CONTRACT Date: Amount: Description (Name and Location): THE AMERICAN INSTITUTE OF ARCHITECTS (Any additional signatures appear on page 31 AIA Document A312 Performance Bond Anv singular reference to Contractor, Surety, Owner or other partv shall be considered plural where applicable. CONTRACTOR (Name and Address): SURETY (Name and Principal Place of Business): W. W. Grainger, Inc. 5500 W. Howard Street Skokie, Illinois 60077 BOND Date (Not earlier than Construction Contract Date): Amount: Modifications to this Bond: 0 None Q See Page 3 CONTRACTOR AS PRINCIPAL SURETY Company: (Corporate Seal) Company: (Corporate Seal) Signature: Signature: Name and Title: . Name and Title: -• (FOR INFORMATION ONLY —Name, Address and Telephone) AGENT or BROKER: OWNER'S REPRESENTATIVE (Architect, Engineer or other party): AN OOCUMUM 4112 • PUIOwMANCE BOND AND PAYM[NT BOND • MINIM 1414 ED. • AIA w. d.•tS,n•. ,..et,VIn► ..•••■■•• DBS 4 -16 -1 1 The Contractor and the Surety, jointly and severally, bind themselves. their heirs. executors, administrators. successors and assigns to the Owner for the performance of the Construction Contract. which is incorporated herein by reference. 2 If the Contractor performs the Construction Contract, the Surety and the Contractor shall have no obligation under this Bond, except to participate in conferences as provided in Subparagraph 3.1. 3 If there is no Owner Default, the Surety's obligation under this Bond shall arise atter: 3.1 The Owner has notified the Contractor and the Surety at its address described in Paragraph 10 below that the Owner is considering declaring a Contractor Default and has requested and attempted to arrange a conference with the Contractor and the Surety to be held not later than fifteen days alter receipt of such notice to discuss methods or performing the Construc. Lion Contract. If the Owner, the Contractor and the Surety agree, the Contractor shall be allowed a reason. able time to perform the Construction Contract, but such an agreement shall not waive the Owner's right, if any, subsequently to declare a Contractor Default: and 3.2 The Owner has declared a Contractor Default and formally terminated the Contractor's right to complete the contract. Such Contractor Default shall not be de- clared earlier than twenty days after the Contractor and the Surety have received notice as provided in Sub- paragraph 3.1: and 3.3 The Owner has agreed to pay the Balance of the Contract Price to the Surety in accordance with the terms of the Construction Contract or to a contractor selected to perform the Construction Contract in accor- dance with the terms of the contract with the Owner. 4 When the Owner has satisfied the conditions of Para- graph 3, the Surety shall promptly and at the Surety's ex- pense take one of the following actions: 4.1 Arrange for the Contractor, with consent of the Owner, to perform and complete the Construction Contract; or 4.2 Undertake to perform and complete the Construc- tion Contract itself, through its agents or through inde• pp' contractors; or 4 . 3 e obtain or negotiate proposals from qualified contractors acceptable to the Owner for a contract for performance and completion of the Con- struction Contract, arrange for a contract to be pre- pared for execution by the Owner and the contractor selected with the Owner's concurrence, to be secured with performance and payment bonds executed by a qualified surety equivalent to the bonds issued on the Construction Contract, and pay to the Owner the amount of damages as described in Paragraph 6 in ex- cess of the Balance of the Contract Price incurred by the Owner resulting from the Contractor's default: or 4.4 Waive its right to perform and complete, arrange for completion. or obtain a new contractor and with reasonable promptness under the circumstances: .1 After investigation, determine the amount for AIA ooCuMENT A312 • PERFORMANCE BONO ANO PAYMENT BONO • DECEMBER 196E W. • AIA E THE AMERICAN INSTITUTE Or ARCHITECTS. 1735 NEW vnee MVf u u, uu�uu.r+n•, .... .... DBS 4 -16 -1 which it may be liable to the Owner and. as soon as practicable after the amount is deter. mined. tender payment therefor to the Owner: or .2 Deny liability in whole or in part and notify the Owner citing reasons therefor. S If the Surety does not proceed as provided in Paragraph 4 with reasonable promptness, the Surety shall be deemed to be in default on this Bond fifteen days atter receipt of an additional written notice from the Owner to the Surety demanding that the Surety perform its obligations under this Bond, and the Owner shall be entitled to enforce any remedy available to the Owner. It the Surety proceeds as provided in Subparagraph 4.4. and the Owner refuses the payment tendered or the Surety has denied liability, in whole or in pan, without further notice the Owner shall be entitled to enforce any remedy available to the Owner. 6 After the Owner has terminated the Contractor's right to complete the Construction Contract, and if the Surety elects to act under Subparagraph 4.1. 4.2, or 4.3 above, then the responsibilities of the Surety to the Owner shall not be greater than those of the Contractor under the Construction Contract, and the responsibilities of the Owner to the Surety shall not be greater than those of the Owner under the Construction Contract. To the limit of the amount of this Bond. but subject to commitment by the Owner of the Balance of the Contract Price to mitigation of costs and damages on the Construction Contract, the Sure- ty is obligated without duplication tor: 6.1 The responsibilities of the Contractor for correc- tion of defective work and completion of the Construc- tion Contract: 6.2 Additional legal, design professional and delay costs resulting from the Contractor's Default, and re- sulting from the actions or failure to act of the Surety under Paragraph 4; and 6.3 Liquidated damages, or if no liquidated damages are specified in the Construction Contract. actual dam- ages caused by delayed performance or non•pertor• mance of the Contractor. 7 The Surety shall not be liable to the Owner or others for obligations of the Contractor that are unrelated to the Con- struction Contract, and the Balance of the Contract Price shall not be reduced or set off on account of any such unrelated obligations. No right of action shall accrue on this Bond to any person or entity other than the Owner or its heirs, executors, administrators or successors. 4 The Surety hereby waives notice of anv change. includ- ing changes of time, to the Construction Contract or to related subcontracts, purchase orders and other obliga- tions. - -- . See Modifications to this Bond ! Any proceeding, legal or equitable. under this Bond may be instituted in any court of competent jurisdiction in the location in which the work or pan of the work is located and shall be instituted within two years after Contractor Default or within two years after the Contractor ceased working or within two years after the Surety refuses or tails to penorm its obligations under this Bond, whichever oc- curs first. If the provisions of this Paragraph are void or prohibited by law, the E>Ainiruur period of limitation avail• wew IMO/ w able to sureties as a defense in the jurisdiction of the suit shall be applicable. See Modifications to this Bond 10 Notice to the Surety, the Owner or the Contractor shall be mailed or delivered to the address shown on the sig. nature page. 11 When this Bond has been furnished to comply with a statutory or other legal requirement in the location where the construction was to be performed, any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted heretrom and provisions con- forming to such statutory or other legal requirement shall be deemed incorporated herein. The intent is that this Bond shall be construed as a statutory bond and not as a common law bond. 12 DEFINITIONS 12.1 Balance of the Contract Price: The total amount payable by the Owner to the Contractor under the Construction Contract atter all proper adjustments have been made. including allowance to the Con. MODIFICATIONS TO THIS BOND ARE AS FOLLOWS: Subparagraph 4.2. Add after the word "Contractors" in the third line: ?aragraph B. After the word "obligations" in the fourth line, change the ?aragraph 13. Add new Paragraph 13 as follows: ?aragraph 14. Add new Paragraph 14 as follows: A1A OfCUMiNT AU/ eigsMU...e• .. ... .. ... ....... OBS 4 -16 -1 tractor of any amounts received or to be received by the Owner in settlement of insurance or other claims for damages to which the Contractor is entitled, re- duced by all valid and proper payments made to or on behalf of the Contractor under the Construction Con- tract. 12.2 Construction Contract: The agreement between the Owner and the Contractor identified on the sig. nature page, including all Contract Documents and changes thereto. 12.3 Contractor Oefault: Failure of the Contractor, which has neither been remedied nor waived, to per- form or otherwise to comply with the terms of the Construction Contract. 12.4 Owner Default: Failure of the Owner. which has neither been remedied nor waived, to pay the Con• tractor as required by the Construction Contract or to perform and complete or comply with the other terms thereof. "as approved by Owner ". period to a comma and adc "or of any accommodations or forbearances extended by Owner to Contractor or of any payments made t )caner to Contractor for any reason whatsoever. ". ?aragraph 9. In lines four, five and six, delete the word "two" and insert the word "four" in its place. '13. It is specifically agreed that no changes, modifications, additions, time extensions or other alterations of the Construction Contract between Owner and Contractor nor any accommodations or ! orbearances extended by Owner to Contractor for any reason whatsoever, nor any payments or failure to make any payments (either partial or final) by Owner to Contractor upon Owner's receipt of an Architect's Certificate for Payment or upon Architect's failure to certify such payments shall in sny way affect, abrogate, release, compromise, or discharge Surety's obligations under this Bond. ". "14. Surety expressly agrees that no negotiations, dealings or any other acts of Contractor or Owner, or between them, pertaining to the Construction Contract or any work performed in connection therewith or thereunder shall in any manner affect, abrogate, release, compromise or discharge Surety's obligations under this Bond. Further Surety agrees that no action taken by Owner against :ontractor nor any failure by Owner to take any action against Contractor shall discharge Surety's CONTRACTOR AS PRINCIPAL SURETY obligations under this Bond. Company: (Corporate Seal) Company: (Corporate Seal) Signature: Signature: Name and Title: Name and Title: Address: Address: OWNER (Name and Address): CONSTRUCTION CONTRACT Date: Amount: Description (Name and Location): THE AMERICAN INSTITUTE OF ARCHITECTS (Any additional signatures appear on page 6) AIA Document A312 Payment Bond Any singular reference to Contractor. Surety. Owner or other party shall be considered plural where applicable. CONTRACTOR (Name and Address): SURETY (Name and Principal Place of Business): W. W. GRAINGER, INC. 5500 W. Howard Street Skokie, Illinois 60077 Signature: Signature: Name and Title: ._.,Name and Title: AIA DOCUMENT A313 • PERTORMANCE IOND MO PAYMENT SONO.OECEMEER 111110: • AIA • THE AMERICAN INSTITUTE OF ARCHITECTS. 1733 NEW YORK Ays, w w watMIunnu n ,. wow OBS 4 -16 -1 BOND Date (Not earlier than Construction Contract Date): Amount: Modifications to this Bond: Q None 0 See Page 6 CONTRACTOR AS PRINCIPAL SURETY Company: (Corporate Seal) Company: (Corporate Seal) (FOR INFORMATION ONLY —Name, Address and Telephone, AGENT or BROKER: OWNER'S REPRESENTATIVE (Architect. Engineer or other party): Aft•/.11Y/ • i 1 The Contractor and the Surety, jointly and severally. bind themselves, their heirs, executors, administrators, successors and assigns to the Owner to pay for labor, materials and equipment furnished for use in the perfor- mance of the Construction Contract, which is incorpo- rated herein by reference. 2 With respect to the Owner, this obligation shall be null and void if the Contractor: 2.1 Promptly makes payment, directly or indirectly, for all sums due Claimants, and 2.2 Defends, indemnifies and holds harmless the Owner from claims, demands, liens or suits by anv person or entity whose claim, demand, Ilen or suit is for the payment for labor, materials or equipment fur- nished for use in the performance of the Construction Contract. provided the Owner has promptly notified the Contractor and the Surety (at the address described in Paragraph 12) of any claims, demands, liens or suits and tendered defense of such claims, demands, liens or suits to the Contractor and the Surety, and provided there is no Owner Default. 3 With respect to Claimants, this obligation shall be null and void if the Contractor promptly makes pay- ment, directly or indirectly, for all sums due. 4 The Surety shall have no obligation to Claimants under this Bond until: 4.1 Claimants who are employed by or have a direct contract with the Contractor have given notice to the Surety (at the address described in Paragraph 12) and sent a copy, or notice thereof, to the Owner, stating that a claim is being made under this Bond and, with substantial accuracy, the amount of the claim. 4.2 Claimants who do not have a direct contract with the Contractor: .1 Have furnished written notice to the Con- tractor and sent a copy, or notice thereof, to the Owner, within 90 days after having last perforated labor or last fumished materials or equipment included in the claim stating, with substantial accuracy, the amount of the claim and the name of the party to whom the materials were furnished or supplied or for whom the labor was done or performed; and .2 Have either received a rejection in whole or in part from the Contractor, or not received within 30 days of furnishing the above no- tice any communication from the Contractor by which the Contractor has indicated the claim will be paid directly or indirectly; and .3 Not having been paid within the above 30 days, have sent a written notice to the Surety (at the address described in Paragraph 12) and sent a copy, or notice thereof, to the Owner. :taung that a claim is being made under this Bond and enclosing a copy of the previous written notice furnished to the Contractor. 5 If a notice required by Paragraph 4 is given by the Owner to the Contractor or to the Surety, that is suffi- cient compliance. DBS 4 -16 -1 6 When the Claimant has satisfied the conditions or Paragraph 4, the Surety shall promptly and at the Surety's expense take the following actions: 6.1 Send an answer to the Claimant, with a copy to the Owner. within 45 days after receipt of the claim, stating the amounts that are undisputed and the basis for challenging any amounts that are disputed. 6.2 Pay or arrange for payment of any undisputed amounts. 7 The Surety's total obligation shall not exceed the amount or this Bond, and the amount of this Bond shall be credited for any payments made in good faith by the Surety. 8 Amounts owed by the Owner to the Contractor under the Construction Contract shall be used for the perfor- mance of the Construction Contract and to satisfy claims, if any, under anv Construction Performance Bond. By the Contractor furnishing and the Owner accepting this Bond, they agree that all funds earned by the Contractor in the performance of the Construction Contract are dedicated to satisfy obligations of the Contractor and the Surety under this Bond, subject to the Owner's prior- ity to use the funds for the completion of the work. 9 The Surety shall not be liable to the Owner, Claimants or others for obligations of the Contractor that are unrelat- ed to the Construction Contract. The Owner shall not be liable for payment of any costs or expenses of any Claim- ant under this Bond, and shall have under this Bond no obli- gations to make payments to, give notices on behalf of, or otherwise have obligations to Claimants under this Bond. 10 The Surety hereby waives notice of any change, including changes of time, to the Construction Contract or to related subcontracts, purchase orders and other obligations. See Modifications to this Bond 11 No suit or action shall be commenced by a Claimant under this Bond other than in a court of competent juris- diction in the location in which the work or pan of the work is located or after the expiration of one year from the date (1) on which the Claimant gave the notice required by Subparagraph 4.1 or Clause 4.2.3. or (2) on which the last labor or service was performed by anyone or the last mate- rials or equipment were furnished by anyone under the Con- struction Contract. whichever of (1) or (2) first occurs. 0 the provisions of this Paragraph are void or prohibited by law, the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable. 12 Notice to the Surety, the Owner or the Contractor shall be mailed or delivered to the address shown on the signature page. Actual receipt of notice by Surety, the Owner or the Contractor, however accomplished, shall be sufficient compliance as of the date received at the address shown on the signature page. 13 When this Bona has been rurnisned to comply with a statutory or other legal requirement in the location where the construction was to be performed. any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions con- forming to such statutory or other legal requirement shall be deemed incorporated herein. The intent is that this 1 1 r J 1 i 1 Bond shall be construed as a statutory bond and not as a common law bond. 14 Upon request by any person or entity appearing to be a potential beneficiary of this Bond. the Contractor shall promptly furnish a copy of this Bond or shall permit a copy to be made. 15 DEFINITIONS 15.1 Claimant: An individual or entity having a direct contract with the Contractor or with a subcontractor or the Contractor to furnish labor, materials or equip. ment for use in the penormance of the Contract. The intent of this Bond shall be to include without limita• tion in the terms "labor. materials or equipment" that part of water, gas, power, light. heat. oil. gasoline. telephone service or rental equipment used in the DBS 4 -16 -1 Construction Contract. architectural and engineenne services required tor performance or the work of the Contractor and the Contractor s subcontractors, and all other items for which a mechanic's lien may be asserted in the jurisdiction where the labor. materials or equipment were furnished. 15,2 Construction Contract: The agreement between the Owner and the Contractor identified on the sig. nature page, including all Contract Documents and changes thereto. 15.3 Owner Default: Failure of the Owner, which has neither been remedied nor waived. to pay the Con. tractor as required by the Construction Contract or to perform and complete or comply with the other terms thereof. MODIFICATIONS TO THIS BOND ARE AS FOLLOWS: :araarapn 10. After the word "obligations" in the fourth line, change the period to a comma add: "or of any accommodations or forbearances extended by Owner to Contractor or of any payments made :caner to Contractor for any reason whatsoever. ". Paragraph 16. Add new Paragraph 16 as follows: "16. It is specifically agreed that no changes, modifications, additions, time extensions or other alterations of the Construction Contract between Owner and Contractor nor any accommodations or forbearances extended by Owner to Cbntractor for aayt,reason whatsoever, nor any payments or failu: :o-make any payments (either partial or final) by Owner to Contractor upon Owner's receipt of an Architect's Certificate of Payment or upon Architect's failure to certify such payments shall in any way affect, abrogate, release, compromise, or discharge Surety's obligations under this Bond." Paragraph 17. Add new Paragraph 17 as follows: "17. Surety expressly agrees that no negotiations, dealings or any other acts of Contractor or Owner, or between them, pertaining to the Construction Contract or any work performed in connectior :herewith or thereunder shall in any manner affect, abrogate, release, compromise or discharge Surety's obligations under this Bond. Further, Surety agrees that no action taken by Owner against Contractor nor any failure by Owner to take any action against Contractor shall discharge Surety's obligations under this Bond. ". (Space is provided below tor additional signatures of added parties. other than those appearing on the cover page.) CONTRACTOR AS PRINCIPAL Company: SURETY (Corporate Seal) Company: (Corporate Seal) Signature: Signature: Name and Title: Name and Title: Address: Address: AN OOCUMINT ATti • PERFORMANCE SOND ANO PAYMENT SONO.OECIMSIR ISM ID. • Al* 4 THE AMERICAN INSTITUTE OF ARCHITECTS. 1733 MW YORK AVE.. N.M. WASHINGTON. n r 7mk and IPLICATION AND CERTIFICATE FOR PAYMENT MA DOCUMENT G702 L1 Owned: .I IIN111)N. :ONTRACTOR'S APPLICATION FOR PAYMENT :IIANGE ORDER SUMMARY ..•.r.• . ...1.•.• .gyn.wr. peetwole •......11.. In l.. u.•1 It)1AI ....tar. Itat1• aptno.wl IOIAIS -- ...hawse b - thane O.dra whdennpaed Cankaclnr swathes that so the best al his knowledge vasmios and belie( Woe N9wk coveted by this Application lot mewl has (brew completed es &scadasce with the Cwwacs Moo- so. dim •R awolwn haw bees Mad by bias tat Work lot which .sans CeaM.eases Mt hymens Irene issued and payes.*s tecelved w the Ouwm. and that cusses* mown. shown herein is n1.w due: :.$KA( 10R. A/ 1111MRc INS 1 pis burst* !NS Dale: PROTECT: CON TRACT FOR: tcHswECT'S CERTIFICATE FOR PAYMENT c.o.dakce.,sh the CMNaci Dnclmcsu. bated ea mike ektes- ses and tie dna cssprising Mfr abate applicalies. is Reichen ales m the Owner Rota she Wen Iles swil ass d le dor peke reed: nos sic she ben a hb kkwk+lle, is wrnlow sad Wel. ty n1%r a the Wuk is is accession* traps The Cessna Dens- lt. aM she ale C mkKMN N molded M paywhas a1 sh .AMOUNT TINED. OORaw[MT GPPt • Arno( AIIr1N ANA 11111Kat'Air 11th PA1MMI1141 • 4 ivs maim • Ato tetll.®a� ••••••• ••• P•',at.•11 .4 •r. huh.• 1• 1 en ..a... %,M•a 11 _. -- + - a s ,.... ^` ..wens ...• —.—,... APPI (CATION NO: PERIOD FROM: TO: AKC1111EC1'S PROJECT NO: CONTRACT DATE: Application Is made (ot Payment. as shown below. in connection wish the Contract. CnsWwatlw Sbee1, Alit Document 67113, h attached. The presets status of the account lot this Contract is as follows: t ORIGINAL CONTRACT SUM : Net chanEe by Chance Orders 1 CONTRACT SUM TO DATE TOTAL COMPLETED a STORED TO DATE $ (Column G on G71131 RETAINAGE X 1 i or Iosal in Column 1 on G703 TOTAL EARNED LESS RETAINAGE 1 LISS PREVIOUS CERTIFICATES FOR !PAYMENT 1 CURRENT PAYMENT DUE s State o!: Subscribed and swum lu belote me this Notary Public: My Commission eapiles: County n[_• day /d I ).,iadlutlon lu ( 1 OWNER 1 I ARCIUTECI l I CONIKACI(IK I1 51 t'At •1 1INI 111 1'A1.1% 19 AMOUNT CERTIFIED 1 Math elplakWk• iF asslwi remit ed dukes horn she amount applied loci ARONTECT: k' Dale: flue CatlRcsls is met nesmidde. The AMOUNT CERTIFIED Is payable only In parwakt ate vs i)h.. di- VIb s1 /le Osmet or CoM undies Ids Cashed. M .Ilaa 10 any 0 CO C/f 1 rn 1 1 I i .,j,. ��1.11: WWI• . / J 10 i lty►:I� solsolse 11N1N/ IISNosi MINN 111111 r Mn { r�W�l 111 1=1I It '1 SEKT 4= �� t7 » 71.I.1�■ M w+.•• MI ttiwMUll wal lI faMf�� M I IIr ...4 • U ll• a�w •lI M �f1M M �� , 111rtVlNMI �.. �ff0 �1 � z II wrwr w� �M M MMII u I w I �IIM q mow/ A 7�u .) MOMS AI IM. "w IM"'" M •I Ir fall wiwl •1 to N w sews IM M 1r* MIN/ M M als �/MII, •�Ir • M fat • men so " 4 "11 1 "" POW" /r1 me PO M loosausese mod 1f1111f1 sse ►r pimp M ma yaps ems" ■11 W UYI 1 : =Zr 1art1) W Nd3 IMY NOW) b WM. Me S. Ma sossaissa uo 11 .1 t r rims rMUMos ass en OIItf/ fps r vow -11r M1 • • 1M/ 1' II •M01 Moped ma MO Mlrlllr MN $ 1� WI) /Mr M0N411 1 1► • 1'O «rw t 'PO) PO"3 •MIWV MN It •Iq) MIMNr MMi t II 'PM *PI piss . gam 11 • • • NOY.1wlr IMMO 1 r- 11IM'I MMWy 1! N 10 r.1: . N «I soles q sew pie Mows t a lMA11111111I Maa1111O MMl Morn Mama w 1 lia4) 111 w MSMWO MMl 11M110 MOM 1M r ' r ' . M IRMO OM1 1•,IPt MIMNYI VINMO O1 ItOl3r111N0OSfS ONV VOLOrV1NO3 VOA 1NIIWSIYIS MOMS Pus ,I.NSWAVd VOA NOUVOIlddt RETAKE Of: PREVIOUS ENT IPPUCATION AND CERTIFICATE FOR PAYMENT AIA DOCUA1LNI G702 11 Inward: .11.11110N. 1 .•.1`.• 4 ...4 . 1• .qq .tie 1 q•H wA.• sew ws1II. 1.\ O. awl/ II)1AI ALs4l Sleek tb.n h .IN•IIIY !base appeases. IOK. A11111111( INS 11111UCIUMIS IOIAIS !alone b! Chaos* Olden undamped Consomme render Nut Its Ike hest o1 his kao4rledee IsrsuliSs and belief the W9 sk cowered by This Application log mem has been cotopktled on accosdanct wish Ike Cunkac! Oocu- sn. slat aR awowMs Aare bees paid by him Foe Work lac wkkh .sous Certificates km Payment same issued and payments seceIved n she Owner. and that cameo payment shown herein is need► due: Date: PROTECT: CONIRACT FOR: :ONTRACTOR'S APPLICATION FOR PAYMENT :I IANGL OILIER SUMMARY . tCHITECrS CERTIFICATE FOR PAYMENT u0.rance sank the Cowan Daurmes s. based on on -site antes. 1us and the data 4uempising tlde above appliCMis . she Arckillcl ales M the Amer MsN RIO Stuck his ain In the pobM rated: tow ek se e Amt N Pak inrvvledEe. F. a init and belief. 4lreMy M the Walk k iA accesdaece nook the Cowan Ouse. K, ani cow doe Comogeoor is esniMed N memo al theJWO' NT HMO. DOCUMENT GM • Are1K AIK5N ANTI rfaiNICAU 111e PAY►%SNI • AMII 1V1 lOtnION • 4110 •••41•11 ••• 1• 1.11.11 1.1 •r. Wien/ 1• 1 •: 1.110 Application is made (or Payment. as shown below. in connection with the Contract. CoolhlwW. Sheet, AIA Decunsenl G763, is attached. The present status nl she account for this Contract is as (allows: 1 ORIGINAL CONTRACT SUM S Nel change by Change Orders CONTRACT SUM TO DATE $ TOTAL COMPLETED & STORED TO DATE $ (Column G on C70b RETAINAGE 4 X $ i or Ioial in Column 1 on G7o1 TOTAL EARNED LESS RETAINAGE 5 LESS ruinous CERTIFICATES FOR PAYMENT s CURRENT PAYMENT DUE State of: Subscribed and swoon Its beloie me this Notary Public: My Commission expires: APPLICATION NO: PERIOD FROM: TO: AKCI IIIEC1'S PROTECT NO: CONTRACT DATE: Cnunly n(: day tai CANNA a. 1 -- -s M anwwas rend l Alen hole Ake amount applied lor.1 ARCHITECT: Date: Thk Cm.KSc as is ooh nepol{Mbr. TM AMOUNT CERflF1EO k payable only to M•• rinmd Mods. Mummy. papaws and =note N payaeas an %Oli 1 - slips el doe Oust or Cosllsetee under Ws Gesltrsct. 1•A1 4 )541 411 1 *4.11 . 19 i 1. \Iubuuon to i 1 OWNER 1 1 ARCIUTECI 1 1 CONIKACIUK 11 11 AMOUNT CERTIFIED $ .uaclw IA any CO N 1 rn 1 APPLICATION FOR PAYMENT end SWORN STATEMENT FOR CONTRACTOR AND SUBCONTRACTOR TO OWNER , nIN Pao ova 4 -1 tir .bw. /(Mr ��rmlm 4 6.1111 owl rIN/EIN1M .�I�wR 1 Is NEIN err efts •l`■" 1 Work saumieleil T.111 O l Colrain these TM) Itstsissi I i ) (GI. !) ' 1 MM Am.rll Inns) ICri. 7 miss C.1.1) 1 amiss Ts Coosa 1 ►rwwulr A11/ 101E p $ 1 11s1 Mo sM Orr 131 Formal 1C11. II 1 COMM? ••• . •i,r>t lw� ' Avi1. . .� yt It �'�`:: 4 :4,• h.� .'1 " ..1.1 iA•r tiI 4 Ea mdmJrml Wq awl Air ww w m• ammo r1 say 1 nMlbr + ham rmr..r� Nr1111 0 11 moray ~ 110111 el slat M M Wyly N1111k (Palm MY Iwgnl — IN amp ZEN oar wasomo le as Yawl Ewa =I Nal Nos le Ye 011 Elms dr eye sumnbals imals SEEN ilsip aro 18. pra Ib� e rr r rmY +m Imps. easy Sys My aryl - r (apise EYE mi rr..I .Ill w Ems less (..rw amll. or hos My ems 11 .im • • w� M M. I WIN ell. . Ms1. NO M IMS r... i // ' 1w.�.1i w 1 « .fl: '~ =rile .�... w .11 r •fir IIh dw1.r e1IIlls.m. a rblwubl Aww.rn . NOW kw to now mien brhl4 1 11 11111 NUM Wally ar mum IQM. fl 1 MEN 111�w 1111` Elm INN 011a11•11r< 1 s i r ) OWNER SUPPLIED EQUIPMENT This equipment is normally supplied by owner. Equipment is to be received, unloaded, stored, assembled and installed by contractor unless noted otherwise. Equipment will be shipped to job site in one shipment. Owner . requires three weeks lead time. DESCRIPTION CATALOG NUMBER Ceiling mounted exhaust fan for .4C530 conference room. Wall cap for 4C530 ceiling fan. 2C090 Gas fired unit heater. Size to be selected by contractor (100,000 BTU H minimum size) Automatic timed temperature setback 2E536 thermostat. Wall mounted exhaust fan (42" blade), motor operated shutter for warehouse exhaust. Air intake to have motor operated shutter only. Down draft propeller fan for warehouse. Adjustable speed control for 4C855 down draft fan. Motor size to be selected by contractor (208V 3 Phase). Shutter #3C235. 4C855 4C930 Emergency lighting. 7V003 Emergency lighting remote head. 2V605 Sodium vapor 150 watt security light. 7V155 Photocell for 7V155 security light. 2E474 DBS 4 -17 -1 Page 1 1 Dock leveler and bumpers (furnished and installed by owner in pit formed by contractor). DBS 4 -17 -1 Page 2 DESCRIPTION CATALOG NUMBER Exit sign. 2V601 Office fluorescent fixture. 3V420 Warehouse fluorescent fixture. 3V492 34 W tubes for office fixtures. 3V349 60 W tubes for warehouse fixtures. 3V350 Dayton 40" docklight. 2V537 Load center, circuit breakers Size and accessories to be and accessories. selected by contractor (208V 3 Phase) Electrical raceway for edge of Size to be selected by sales counter. contractor. Motor starters for 42" warehouse Size to be selected by exhaust fans. contractor. See DBS 4 -20 -1 Ms Ale EXTRA -QUIET CEILING VENTILATORS Dn./Tort 1 d 8 u 2. 3 12.5 110 1.3 055 90 49 12 156 157 270 250 2 2 4337 � 413 410 3.9 4 5 525 5' 0 50 0 9 MO 915 {15 4 0 5 CrM sae (Wass in Mae Pressen n ewe t« I s.w tm a r AWE 2.8 ▪ � 0 3.2 3.0 1410 3.4 185 Z5 365 310 -- 4 400 190 4.9 4.7 5155 4.4 4.0 3.5 Rs, Mi UM Use WS W. A 40033 899.53 *41.01 $412.341 14.0 D 40174 130.15 118.04 61.02 18.0 A 40714 106.35 72.41 64..2 15.0 It 44C$31 21233 1 133.12 36.0 8 40738 218.05 141.11 130.05 36.0 • 401312 364.75 241.10 2211.70 53.0 Red Jock with Damper-For 314' x 10' reetaa• guler duets or up to r diameter round duct. • Sullt•in bird screen with cushioned bsekdnft Gamper • Opening Is IOW; 101i'with 141/2'x 1111/2" dense • Epoxy finials • Bross brood (1141 No. ICSO4. Stan 0 71 .2S: Lots 4t •.51ba Let >$1 Red Jock for 3' end 41' Ouch • For 1' or 4' round duct • Built-la bird screen sod removable damper • Hood b1W'x5W'x4N' • flange Is ear x 11' • Epoxy lstab • Dream bread (958) Me 1 151 `t. 2.2lba LW ;1�>� Well Cep for r end 4' Disinter Ducts • Aluminum wall cap for r and 4' round duets • Dullt•i■ bsekdrsf damper • r s r lsage • Dt1sa bread HMI 16e. 401111. lap Each SiLat Leta 4 eier SP ECTRA•OUIET CIIUNG VENTILATORS WALL CAPS AND ROOF JACKS FOR BROAN KITCHEN AND BATH FANS Cs/ebb/gal Sewer Wheels Exceptionally quiet Bailing vestilatore for residential Institutional or commercial sppllcatlona Highly suited for kitchens. recreation rooms. conference rooms. lob- bies. classrooms. libraries. eta. Veatilatora employ dlrect.drlven centntUpl blower wheels driven by sleeve bearing. shaded pole motors: motors have rub. ber vibration isolators and motor botisias are &count. tally Insulated, except No. 40173 and 4 to assure extra.qulet performance over entire operating `sage. See table below for CFM and sone ratings. Attractive white finish. molded plastic trills has large free area. blends with any decor. Chatter•proof baekdraft damper and easily accessible terminal boa. Motor and blower assembly eon be removed from steel housing for clean. Inge Adjustable mounting brackets and hardware ln• chided. UL. Listed. AMCA Candied for air. CSA Cent. EXTLA-OUIET CEILING VENTILATOR PERFORMANCE gw 1200 1000 1200 1060 1050 1060 1050 HIV.M NNW Mats Awn SP 48 0.8 1/40 50 1.00 140 106 1.41' 133 105 1.56 190 130 2.40 1 219 3.31 1/10 260 210 118 • F ANS Dames 'elides AM Me models Aeons hem ere Viewed me bur Ike MICA Seal TM nubs skein an ba1M ea was Wide t s accord. sac t situ MICA Staadud 210 sad rem ly trtti taw metn/sebu •f the AIWA Cabled 8atiap Program. d es . The AMCA then is without Rattans Seal abp(Me Is alt caminues eau. Welk Me. 40833 4C574 4C714 40530 40531 4C739 40532 Vlbi i s Msjeeds dells• 1tes1 491 0.16 0.23 0.17 0.38 0.44 0.48 47.8 4 50 110 52 01111111111111114 la WM. Oltsbshe M l W Names •M' 13 it 3W'181/2• 9 121 81 31'a10 61 13% 12 34x10 11 WA 18 14K 6 x8 14 la 141/2 6 x8 14 23% 141 6 x18 ('1 Vibnuob sable/de la mllr st eel /suss mast III Sexed mesons level V decibels tmfInaced 10002 mar/Marti ta tM led ebb' bead. ! fi. 0 is how be Islet is tree specs. • ""fit. "'1► 10 `.. 3C504 No. 2C816 b Me. 30.10 WII Cop fee 6' OienmMN Ouch; • Aluminum wall cap for r round ducts • Dulit•Ia backdnft damper sad bled screen • rxrtango• ens.brsmd(1411 No. a Le . w !Alba Wt Well Cep with Demme • mounts in sutslde wall for weather protectloa • 1prtas•lasded damper IN • For lW a tr duet • >i2Mt' it SW Emit • E�1p[eley G • S bread 101 RRaab " 111.x; • • LS lbw l.&$ .11/,!0 gal DBS 4 -18- 30,000 45,000 60,000 75.000 100,000 440 0' 800 12 1050 14 1100' 14 1350 14 1 1 1 1 1 100 30 30 30 20 ', 1, 11 1 t ', 4" 4 .' 5 ' 5 .• tl r (1•1." 8 141,. 14 14 254.' 25 25) 4 25 31 14' 14 1711 17', 17'4 271,' 271, 27% 2794 321 3[366 31367 31406 31.381 31369 5598,00 623.00 649.00 885,00 752.00 5334.41 75 0 394.56 97 0 400.06 1000 417.70 108.0 •75.9•195.0 109,250 125.000 127,500 149,750 1050 10 1500 16 2200 10 2530 18 1 1 1 1 10 20 4 4 1 1 ', '2 1 1 8 a 8 f 7 ' 7 + 171/2 171/2 17', 20 31 31 36 38 2041 2094 201, 231, 321 321 34 34 311.5100 31370 31113111 315121 820,00 845.00 886.00 939.00 512.59 543.02 539.34 5911.12 195.0 195.0 214.0 236 0 150,000 2000 16 1 10 1 1 7 ' 17'., 38 2044 34 31.371 892.00 560.44 214.0 170,000 2640 18 1 4 1 8 ' 23 36 26 341/2 3[513. 1008.00 606.1 1 248.0 175,000 2300 18 1 4 ', 7 • 20 36 2394 34 3E372 967,00 613.71 2313.0 1111,250 2750 10 1 4 1 4 8 • 256. 36 28•% 34 3E5149 1054,00 635.05 273.0 200,000 2400 18 1 4 1 8 9. 23 36 26 34 3E373 1038.00 442.94 248.0 212,500 3135 18 1 4 11 8 ' 281 36 314 341, 315159 1146.00 762.95 298.0 225,000 2500 18 1 4 14 8 ' 25 38 25'w 34 3E374 1086.00 681.43 273.0 250,000 2850 18 1 4 1 8 • 28 30 31 34 3E375 1160.00 607.57 298.0 255,000 440012116 1211 4 14 10 • 34 38 37 34 3[5141 1337.00 145.57 358.0 297,500 500012118 1211 4 14 10 • 38 311 42 344 3[517. 1575.00 1031.39 395.0 300,000 400012110 l211 10 3 4 10 • 34 38 37 34 3E376 1377.00 551.62 356.0 350,000 4800 12118 1311 4 4 4 10 • 384 36 4294 34 3E377 1622.00 1021.21 395.0 350,000 528012118 1211 4 3 4 12 • 45 30 481, 3494 31511. 1166.00 1117.06 430.0 400,000 480012118 1211 4 a. 12 • 45 36 48 34% 3E379 1519.00 1107.14 490.0 30,000 45,000 60,000 75,000 100.000 440 83/4' 800 12 1050 14 1100 14 1350 14 1 100 130 130 130 120 1 1' 4': '4 4: 0, 5: 11 5: 1 6: 8 8. 144. 144. 14% 25 2544 25'. 25 31 14 14 174 174 17 271,' 271, 27% 27% 32'/ 3(379 5453.00 3E350 678.01 31407 , 703.00 3E311' 741.00 3E3112 806.00 5359.75 412.97 431.92 444.63 512.76 58.0 85.0 100.0 108 0 125.0 106.250 125,000 127.500 145,750 190.000 1650 16 1500 16 2200 16 2530 18 2000 16 1 10 120 1 4 1 4 1 12 y 8 t ,, 6: 1 , 7 ) 1 7 * 1 7 • 171/2 17 1714 20 171 31 31 36 36 38 20% 20% 20% 23% 2011 32% 32 34% 34% 34% 31111/• 973.00 31363 . 900.00 3E5209 919.00 3E5210 992,00 31.394 947.00 560,20 511.29 595.95 611,49 609.75 195.0 195.0 214.0 238.0 214.0 170,000 191,250 200.000 212,500 210.000 2640 18 2750 18 2400 18 3135 18 2850 18 1 4 1 4 1 6 1 4 1 4 1 , 8 • 1 or 1 4 8 • ,, 8 • '1 or 44 8 • 3 4 8 • 23 25% 23 2814 281/2 30 36 35 36 36 26 28'.% 26% 311, 314 341, 341, 341, 341/2 34% 315221 1061,00 39123e 1107.00 31355 1093.00 319249 1199.00 31396 1233.00 653.42 703.54 1193,21 790.116 937.13 248.0 213.0 248.0 298.0 298.0 251,000 297.500 300,000 350,000 400.000 440012116 506012118 400012116 528012118 4811012118 1211 4 1211 4 1211 12 12114 12116 11 or a. 10 '1 or s4 10 •• 14 10 1 , or a. 12 3 '4 12 • 34 3814 34 45 45 36 36 36 36 36 371, 424 371. 45% 41% 34 34% 34% 341, 34% 311210 1390.00 3E1260 102.1.00 31E797 .1432.00' 31127. 1819.00 31319 11174.00 677,05 1021.29 909.17 1146,92 1139.199 346.0 395.0 346.0 451.0 451.0 r 1 :. i 1 ENERGY SAVING GAS FIRED UNIT HEATERS HEATING EQUIPMENT '.1 �4 1 Same construction and operating features as Dayton gas unit heaters on fame page but with gas•savina automatic spark ignition system This system reduces fuel consumption compared to standing pilot operation with constant•hurnlne • pilot flame because it allows fuel use only during • periods when heating system thermostat calls for heat. When heal Is called tor, so11d•state Igniter generates spark at pilot burner. %%'hen name sensor pro'.'es that Ram* exists, spark teas. es and main gas valve opens, When drmand for heat ends. main and. 011o1 valves are de• energised. thereby shutting oIT the gas 1110p1' lo the main burners and pilot burner until the next hosing cycle. All units AGA and CGA centIled. Units cannot be convened, 140711 Units lamer than 100,000510H net for sale in CaIli. escape as indicated. See warranty an facing page OHM tag Meal Gas 0.C. Meg, 0wall 511.1 alai CIM Du. HP alai Ili Olta. N w 0 I N.. List ENERGY SAVING NATURAL GAS FIRED DAYTON UNIT HEATERS Saes. rack w,. ENERGY SAVING PROFANE GAS FIRED DAYTON UNIT HEATERS I 01 output: Manes from 11417 of input. r, Rouad. horizontal. , . Oval, Ion o i al, 1:1 Round. ventral u1 Thew unit meet California 90 erticleney ratlag5 aad an mailable 0 \L1 1n 11111 Mule. OBS 4 -18 -1 LOW VOLTAGE ELECTROMECHANICAL THERMOSTATS No. 2E101 WhIte.1odeers Thermostat. Two sepa• rate temperature sel•point adluilmenls are switched automatically according to time and temperature for one selected time period even' 24 hours.A second set of indicators srnc$udedi can be Installed to provide a second tempera• lure change. Set points may be locked in place to tampering with settings. Minimum of 2 ours required between sel•back periods. Pro. gram advance switch permits temporary change of set point. Note: Ihss thermostat not recom• mended for heat pump applications, May be used alone for hestine only or cooling only applications or with No. 2E912 sub•baae for heating.coolrng applications, Temperature switching is accomplished by a solid state. 24 hour, quarts crystal timer operas. ed by s standard AA alkaline batten' included with thermostat. AM and PM dial increments. Accuracy within 3 minutes per year. Sealed met.. cun'type switches. Control range. 50 to 90'F with convenient levers. Setback range. 1 to 40'F for hours minimum. Heating anticipator adjustable for 0.15 to 1.0A. cooling anticipator fixed for U to 1.SA. Easy installation. Beige plastic case with clear plastic face. 34H x 6a,e% x 2 s: D. No. 21514 White.Rodgen Thermostat fUnctionally the same features is the White•Rodgers No. 2E901 except no program advance switch and is used for heating applications only. Battery not included. Thermostat re: IV WR NeetM1 Only items W.11 Wieling OnlySCoolME Only items W.l Nealin •Ceelln • uarts llooeywell Beating Only uans Memsywoll Heating Ossly .4\' C I Subbase included. l+i 1allety not included Senors Powered Vest Yes Yes* "es No O. Mlr'o. Musa Model No. 1710.358 IF72.351 1F76.357 T1012AI141 T10SSA1005 0 2113S 21159 HVAC CONTROLS HonPyw4•II Nos. 21534 and 214U Loss Subbase Ni, 2E101 Lou Subbase No. 71513 Subbase Included Ile. 21514 Leas Subbase Energy saving electrrmechanlcal thermostats autemitlially'ralso and lower temperature for ♦ set time period, helping user to minimise fuel Costs. Easy �t• program, Install In any 24.30Y swine or hoating•seoling eysterm (tubies.requsredl..N• need ler additional wiring. No. 21511 Whlte.Eodgers Thermostat and Subbase functionally provides the same features as Ire Whtte•Rodgers No. 2E901 thermostat and No 2E912 subbase. except it has no program ad. Vance switch, Batten' not included. Nos. 2ES34 and MSS Honeywell Eletire. Mechanical Thermostats combine temperature control with a self•slartsna clock Temperatures are automatically lowered (heatin s or allwted to rise 'coolin , fora set time period one or more times even' 24 hours. Easily programmed. using the 3 sets of color cod_firogram pins provided. Setting range 42 to 88'F. Ileac anticipator adjustable 0.1 to 1.: amps. Beige case with pewter Knish front. 4 6V W x 24'D. Ne. 21534 unit has battery powered quarts clock. Batten' maintains charge for up to one week. keeps clock operating during power outages. L'se unsl as•Is for hominy nly applications. Co. unit with No. 2E537 subbase snot included. see below; for heating cooling app ;cations. l'untroir _.wire 24V system without additional wires. No. 25415 unit has 24-vott clock. Vie unit a$•ts for heating only applications. l'se unit wish .o. 2E691 subbase snot included. see below, for heating cooling applications. Controls 2•wire or 3.ssire 24V system: wire to 24V lurnace trans. former. Sasg. list (oh Wt. 596.60 145.25 0.5 101,32 50.511 1.1 103.64 51.52 1.0 150.96 19.21 1.4 143.07 15.12 1.3 OBS 4 -18 -1 FANS COMPLETE WITH 172S RPM, BALI BEARING DAYTON MOTORS AND DRIVE Sleds 0ia Wise HP Orip .sal Capacitor-Stan Moor 115 230). N Nr Stack Ns. fact Drippn sl 3•Mese Muer 23I a60).10 N1 Stack Ns. tub Tsta111- Eacl sd CapNtsr•ltan Mater 115230). 60 Nr Sisc2 Ns. E.ck Totally Ear lased 3 Phase Mater 700 220 I.OV. 60 lir Stack Ms licit 24' T17NY 71001- 71009• 71009. 71013 3212.67 225.11 265.01 275.31 71002; 71006 71010 71014 9249.03 256.13 219.22 2.2.99 71003r 71007x' 71011v 71015v 1252.53 273.23 291.07 311.14 71004 71008 71012 71016 5260.43 270.3S 2.3.47 297.24 30 __ 360 - . 71017• 71021• 71025- 71021 71033 239.32 260.23 295.31 297.71 340.16 71011:• 71022 71026 71030 71034 275.611 219.70 296.54 305.35 311.65 71019r 710231• 71027v 71031t 71035x• 279.48 301.50 311.31 340.50 352.51 71020 71024 7102/ 71032 71031 217.05 303.95 310. 319.10 325.91 36 _ _ 42 _ 41 _ _ � ^NV! CV, 1 mom pa ner4 1 71037• 71041- 71045 71049 71053 265.55 321.01 320.94 357.59 317.31 71035 71042 71041 71050 71054. 299.34 321.17 320.54 329.09 355.01 71031v 71043v 71047v 71091x• 71055* 316.44 343.02 363.69 369.14 421.04 71040 71044 71045 710S2 71056 313.59 335.42 342.79 343.34 366.41 71057- 71061 71065 71069 71073 367.49 371.53 •13.50 420.02 493.26 71051 71012 71066 71070- 71074. 367.63 379.13 315.00 317.72 414.41 71059v 71063x- 71057%- 71071* 71075 319.50 414.2• 423.15 453.75 513.43 71060 71064 71066 71072 71076. 311.90 393.31 399.25 399.12 429.61 6100 5300 11.700 14300 71077 71011 71055 71059 71093 416.74 455.44 122.24 371.46 165.11 710711 71012 71056 71090, 71014 •24.34 426.94 459.94 492.61 472.95 71075v 710531r 710171 71091 71095 451.49 467.71 555.17 555.23 673.39 71050 71014 71011 71092• _ 71095• 436.59 441.19 501.34 507.11 4.5.05 am AIR DELIVERY AT RPM SNOWS free LC VC 3T AM SP SP SP Mahn 1.. NP 1125 RPM SPM FAN DIMENSIONS See Mares Move A • CFI 0 E V... toss 1.. IAN. LESS MOTOR 6 ORIYE Stack Ns. list Esck Slog W*. S. 4300 •000 5300 0100 11230 710 7.330 251 3230 5330 6 050 2.150 3100 3100 073 740 015 170 24 13 12 3 4 5 16 2'. 24 21 16 31103 5.2 700 511111 360 - . 7100 4550 519 7130 16310 1300 1100 10300 4600 7.400 1000 - 43D 0.100 445 360 010 010 14 12 34 1 6 16 2 304 34 I6 3114E 2700 11436 - . . 460 110 510 1110 710 12650 9400 11030 11.100 15700 13100 4.4511 6.750 5100 20.400 - 3150 5 730 0 400 300 440 SOO 515 625 13 12 34 1 11 IN 16 T. 364 4O 11 3C117 301 /0 1130.21 570 1300 0 30 0 15400 19100 1500 114111) 11300 16 300 2110 10100 6100 5300 11.700 14300 - 4110 6 11300 150 400 430 415 545 12 34 1 1's 2 0o 16 4 42 46 a Me 36510 2)1 610 10 6300 11.516 1310 6310 3170 16510 12600 33.10 213011 15900 WIN DSO 10301 4.400 6.306 11200 I5100 333 315 415 455 525 34 1 1'3 3 3 7 16 6's 41 54 16 3(149 44540 21436 001 FANS 24 TO 48" INDUSTRIAL /COMMERCIAL 4 ARNIN6f OSHA complying guards art stron$lc recomsoeed f tries he is ranalled aitbui T of Moor. sorting teat. or Iglu reach of persoaael Reties OSHA Codes See Index derGuatds. Faa 1 1 1 - B "C" DIMENSION WILL VARY WITH MOTOR TYPE USED Hot Suitable For Penthouse Installation FAN PERFORMANCE, DIMENSIONS LESS MOTOR AND DRIVE Nam &measles osty far Mateo oaten supplied sitb fans bated se table so (allusive peat DIMENSION DIAGRAM SEE TABLE BELOW AIR FLOW C (MAX.) VERTICAL EXHAUST FANS AIR DELIVERIES ARE BASED ON STANDARD TEST Adjustable motor mount t er /MIS easy aSsen,bh proper hell tension ad ustment and wide latitude of mount lrn�.hs hallow frame allows motor shall to Iart• Can blade. permitting unlimited use or open or totally- enclosed. smelt- or three phase motors (including T and l fume, user the entire HP range listed in performance table .eveep1 H1' L' frame motors on 46 rani; Alolo, terminal hot is east!) accessible fnt electrical a u atutnra a ppropriate drive pacIed separatclris Cm is ordered complete •'.11517.00 H3 spin phase motor i.. = 4601 60 11z rioter s:1201220 41uV. 60 Hr mutt* Ri Cep. nut cep rua ewtor Co, ..t.. febn thermal anstriloa atTENV. 113 230 V. 60 Hr -phi ph.•r m N CD Single Panel Medols for 111 to 48' Fans 16. TO 60" MOTORIZED DAMPERS For Pan Diameters 14 Iii 40". Neris•ntal or Vertical Mount A � MOTOR.' tieavY duty dampers with extruded aluminum tame and Manes. Can be mounted horlsontallY u vertically. For intake or exhaust applications. Tie rod linkage is attached to Manes on tan side, let he Oieaetet 1s 2 24 36 3" •1/2" Oeuhlo Panel Models for 54 and 40' Fans aaaurine dependable service. "rams is VD. Ample 1132' dia, mountains holes. 16 lu 48 units are untie panel. 54 to 60' are double panel. Dayton brand. O•erall ham °imams /n.s less Meter Valli. t,eare aep.rea flea a Sq. @rasher 1{5511 Dec 1110 Ni A 6 tatsasisaltl Me. list 1.11 V►t. 115 19' Ir le' vs' 4 C110 5177.451111.31 12.0 230 19 17 16 61/4 �162 ,7.63 116,41 3.0 115 23 21 20 6% 40111 1@.85 121.61 . 3.0 230 23 21 20 6•s s 163 1118.60 121.11 14.6 115 27 25 24 6% 30315 209.70 131.60 19.0 230 27 25 24 61/4 3 311 209.50 131.11 18.0 120 2401:1 33 31 30 10 30234 328.15 211.75 39.4 120 2401:1 39 37 30 10%. 3000131 373.00 246.11 47 6 42 1202401:1 43 43 42 10 3C231 460.10 ' 213.31 57.0 46 1202401:1 31 49 48 10s aC 132 473.50 311.68 07.0 54 230 57 55 54 101•. ' 36 11111 i 694.80 413.22 90.0 60 230 63 61 60 10 . 3C1111i11 780.63 120.41 107.0 "'t From camper frame to enu u. bratnrt. •1• Double oanel damper 1202101' dampen for smile or 3.phate power r 1 i 1 1 i • For Mounting Heights 20 fo 4S Feet • Contour Blades De. signed for Maximum Air Delivery • Heavy Duty Construe. flen. Maintenance Free, Permanently Lit. brlcafed Ball Bearings • Available in 120 and 277V, SO40 Hs Models • Fan control listed in Index under "Indusfri• al Calling Fan Con. Hots" Dayton heat' dutx 56' industrial ceiling fans are designed exclusively for industrial applications in buildings having ceilings up to 45 feet nigh. Reclaims heat stratified at the ceiling in winter and produces gentle cooling breeres in summer. 58' diameter. three balanced aluminum blades provide wobble free operation. Blades con. toured for maximum air deliver>•. Both models are single speed witn direct drive 18 pole perma• nent split capacitor motor. die east aluminum housing. permanently lubricated ball bearings. tees l CM Oboater i Air (Misery 27.500 24.475 2 7.500 24.475 31 Si • Engineered specifically for use with Dayton Cemmercial•Industriei ceiling tans • Available in 120, 220, and 277V. 50 Hs. in 3, 1 and 12 amp models • Heavy duty triads add to lenaeviry of the control • Per single and multiple San Installations Dayton solid state adjustable speed controls are engineered specifically for use with Dayton commercial industrial ceiling fans. The controls provide adjustable speed operation at ant' point between minimum and maximum fan speeds. Controls feature solid state energy saving car• emir'. lane heavy duty macs. metal heat sink plates for cool operation and long life. hard Plastic backing and rotary dial On Off switch. Available in 120 220. and 277V. 5060 Hs in 3. 8. and 12 amp mod ' models. All models fit single gang boa. For single and multiple fan installations. Ia. Listed. Ds ton brand alas. Volts fig. Amp 5010 tit A 3 120 8 • 12 120 A 3 220 C • 12 220 A 3 277 C 12 277 56" INDUSTRIAL CEILING FANS Seek No. 4C928 4C930 4C931 4C932 4C933 4C 4C936 Iseseeepath Tense ter (asntee SI. h. fleet Gs. vase et Venoms Melalue Seleeta Fag fell lead RPM Velu lir Wens Ames 275 120 60 110 1.00 255 120 50 93 0.90 2 75 277 60 110 0.44 235 277 50 90 0.38 FOR DAYTON COMMERCIAL/INDUSTRIAL CEILING FANS Maoism Mambo o1 Fags fe 8e used Oe loci Coauel ICU1 4C153 IG1/.40111 /gaga 4GS? 40111 3V fee 41' fee s1' fag 11 fag sr Tae dr fee $0' fee 4 12 2 6 8 Sole: Alleinng shoul dconforslo theNatiosalCladnrsiCodeandloc alnealaliona Fro 1116111.000 i .ter•. - MOO 10 12 with built.in self resetting thermal overload pro• tector. 2771' fans are built for buildings hating 460V. 3 phase 4 wire WYE connected electrical service: reduces installation cost by eliminating need tor step down transformers. Steel under and Tower canopies, 24' lona downrod of 18 outside diameter steel pipe with 1 2" threads at both ends. Mounting hardware for installing tans in buildings with either wood or steel IUlsis included. San switch not included. White epony enamel nnish. 1 1. Listed. Dayton brand. 2 11 Heck Deg No list East Wt 40555 6156.85 555.05 24.0 4C555 172.25 104.35 41 0 3 Amos 1 Amps 120/220477V 1201220ti277V GE (03 DAYTON LIMITED WARRANTY Came Ileum Mtg. Cs. women en ans let 1 years led 11 Werner, tl Aeaa5 se INeen. fu "Mgeebsursn Wune• lies' a times WI A' 411 3 amp controls feature a finished metal strap mount with hard plastic hackinM to protrcl the components and circuit board. and brusned aluminum wall plate with O(Fliigh•Low mark. Ines. B , [r These 8 and 12 amp controls feature field a lustable trim and heart duly Insulated tan Macs to me extra protection from surges In electrical lines and add to the lontet'ity of the control. The controls also contain a finned ale minum heat sink Plate with brusned gold nnun and black trim. 2 6 5 NON NON See Selection and Placement Oafs on Nearby Page 12 Amps 120r220/277V -. 1 - 4 2 6 $ ICT21 DBS 4 -18 -1 8' ADJUSTABLE SPEED CONTROL SELECTION AND CAPACITY DATA fig. Mai. Ames Volts 50110 Ms Far use Oaly will C11IIae fag Petit Nes.: Meet a list Usk Sim A ■ C 3 8 12 120 120 120 C8 4C852 thru 455. 4C721 4C852 thru 4C855. 41.`721 4C852 thru 40855. 4C721 4C521 4C525 4C$30 519.10 54.50 80.00 511.51 33.02 45.45 0 4 � 08 1 U A 5 C 3 8 12 220 220 220 4C857 4C857 4C837 4C53 1 4C113 40533 33.05 86.05 98.80 20.03 40,02 55.55 0 4 0.8 1.0 A C 3 12 2 77 277 40156. 4C858 4C856. 4C858 4C11541. 4C868 40534 40535 4C1135 33.05 68.05 98.80 20.03 40.02 55.55 0.4 0.8 1.0 r 1 i 1 1 i • For Mounting Heights 20 fo 4S Feet • Contour Blades De. signed for Maximum Air Delivery • Heavy Duty Construe. flen. Maintenance Free, Permanently Lit. brlcafed Ball Bearings • Available in 120 and 277V, SO40 Hs Models • Fan control listed in Index under "Indusfri• al Calling Fan Con. Hots" Dayton heat' dutx 56' industrial ceiling fans are designed exclusively for industrial applications in buildings having ceilings up to 45 feet nigh. Reclaims heat stratified at the ceiling in winter and produces gentle cooling breeres in summer. 58' diameter. three balanced aluminum blades provide wobble free operation. Blades con. toured for maximum air deliver>•. Both models are single speed witn direct drive 18 pole perma• nent split capacitor motor. die east aluminum housing. permanently lubricated ball bearings. tees l CM Oboater i Air (Misery 27.500 24.475 2 7.500 24.475 31 Si • Engineered specifically for use with Dayton Cemmercial•Industriei ceiling tans • Available in 120, 220, and 277V. 50 Hs. in 3, 1 and 12 amp models • Heavy duty triads add to lenaeviry of the control • Per single and multiple San Installations Dayton solid state adjustable speed controls are engineered specifically for use with Dayton commercial industrial ceiling fans. The controls provide adjustable speed operation at ant' point between minimum and maximum fan speeds. Controls feature solid state energy saving car• emir'. lane heavy duty macs. metal heat sink plates for cool operation and long life. hard Plastic backing and rotary dial On Off switch. Available in 120 220. and 277V. 5060 Hs in 3. 8. and 12 amp mod ' models. All models fit single gang boa. For single and multiple fan installations. Ia. Listed. Ds ton brand alas. Volts fig. Amp 5010 tit A 3 120 8 • 12 120 A 3 220 C • 12 220 A 3 277 C 12 277 56" INDUSTRIAL CEILING FANS Seek No. 4C928 4C930 4C931 4C932 4C933 4C 4C936 Iseseeepath Tense ter (asntee SI. h. fleet Gs. vase et Venoms Melalue Seleeta Fag fell lead RPM Velu lir Wens Ames 275 120 60 110 1.00 255 120 50 93 0.90 2 75 277 60 110 0.44 235 277 50 90 0.38 FOR DAYTON COMMERCIAL/INDUSTRIAL CEILING FANS Maoism Mambo o1 Fags fe 8e used Oe loci Coauel ICU1 4C153 IG1/.40111 /gaga 4GS? 40111 3V fee 41' fee s1' fag 11 fag sr Tae dr fee $0' fee 4 12 2 6 8 Sole: Alleinng shoul dconforslo theNatiosalCladnrsiCodeandloc alnealaliona Fro 1116111.000 i .ter•. - MOO 10 12 with built.in self resetting thermal overload pro• tector. 2771' fans are built for buildings hating 460V. 3 phase 4 wire WYE connected electrical service: reduces installation cost by eliminating need tor step down transformers. Steel under and Tower canopies, 24' lona downrod of 18 outside diameter steel pipe with 1 2" threads at both ends. Mounting hardware for installing tans in buildings with either wood or steel IUlsis included. San switch not included. White epony enamel nnish. 1 1. Listed. Dayton brand. 2 11 Heck Deg No list East Wt 40555 6156.85 555.05 24.0 4C555 172.25 104.35 41 0 3 Amos 1 Amps 120/220477V 1201220ti277V GE (03 DAYTON LIMITED WARRANTY Came Ileum Mtg. Cs. women en ans let 1 years led 11 Werner, tl Aeaa5 se INeen. fu "Mgeebsursn Wune• lies' a times WI A' 411 3 amp controls feature a finished metal strap mount with hard plastic hackinM to protrcl the components and circuit board. and brusned aluminum wall plate with O(Fliigh•Low mark. Ines. B , [r These 8 and 12 amp controls feature field a lustable trim and heart duly Insulated tan Macs to me extra protection from surges In electrical lines and add to the lontet'ity of the control. The controls also contain a finned ale minum heat sink Plate with brusned gold nnun and black trim. 2 6 5 NON NON See Selection and Placement Oafs on Nearby Page 12 Amps 120r220/277V -. 1 - 4 2 6 $ ICT21 DBS 4 -18 -1 8' LIGHTING DUSTNAPOR RESISTANT EMERGENCY LIGHTING FIXTURES Ne. 2V515 With Lamps and Battery (OUAL1 Ll IE I UL` l'nus are equipped with two lighting heads and provide for use of additional remote heads 1ex• cept No. 2V5981, which eliminates the need for additional units. For Indoor use only. L'L Listed Operation et all units. L'pon Interruption of nor. mal AC power, the transfer circuit automatically switches the DC load to the battery. providing emergency lighting. This circuit also includes a DC voltage monitor which proton's battery life by disconnecting it from the load when us t'oIt. age drops below 80% of nominal. %Then normal b ewer is restored. the charger recharges the olter,' to its initial state in readiness for the Nos, 1002 7 V0 120277V are 120 operation, y.i n, MODELS 2V59$ AND 2VS99 Oil, ater and dust•tlght construction combined with a NEMA 4X rating allows installation in most hostile environments. Mousing. Glass reinforced polyester in gray tin. Ish. Non•carroslve hardware. Lamp housings are nnlection•molded high•impacl thermoplastic with black knish. Lamp terminals, head and swivel are sealed with construction grade RTt' silicon sealant. Circuitry. Fully automatic SCR solid state charm. er recharges In 12 hours to a full charge state. Also includes low Voltage disconnect. chare* race pilot licht to indicate both AL' input and state of charge. and test switch to check transfer function and DC lamps. Lamps. Each head is supplied with a 6 volt 7.2 watt PAR 36 lamp. Lens produces uniformly distributed, gtare•free. quality white light. Batteries. Premium pure lead maintenance free rechargeable batten'. 10 Year life expectancy. MODELS 7V003 AND 7V004 Feature premium grade. sealed pure lead calci• um maintenance•free batteries with 15 Year nor• mal life expectancy. Mousing. Heat' gauge CRS with baked-on bronze laaliiese mu. Wane by T1�1 Pow aa11a1 Uall Isom Voltage 1 1 2 2 4 NIMA 111 PPLSI•FR 12027, I611' -• NIMA ex PPLU•FR 120277 ' 3211' 241V 18W — Sunsara PPLU•FR 120 75W 56W 38W 2811• Sunward PPLJI•FR' 120 t 150W 1131V 751V 56W 1 tseeemv Lead Acid 120277 l 9011' 62W 41W 31W l teases, Lead Acid 120 11011' 165W 11011' 63W 1 Premium Pure Lead )lalatenance•Free Rechargeable Ne. 7V003 With Lamps and letter/ hammenone knish .luunls directly to wall he means of mu keyhole sluts. Provision, iur mounting up 10 3 heads, K fur conduit connection. Circuit. Fully automatic. solid state charger re• cnaracs in 12.24 hours nu a lull charge stale. Alin includes low voltage disconnect• charge rate Pilot light 10 indicate both AC input and slate o1 charge. and test switch to check transfer tune• lion and DC Iamps. Lamps. Supplied with two 7,2 wad PAR 36 lumps Lan pro duc untfurmlydistributed. Id:ne•lrer. g ualtty whtte es 11Khi. Batteries. Long•Irfe sealed lead batteries ul' the calcium grid type operate unattended without maintenance. since no water or gas a lost from the batten' during normal charge or even under overcharge. Batten' case is hash impact thermal plastic. allowing density. 15 pear life ex MODELS 7V001 AND 7V002 6 volt units offer economy. flexibility and Mina life wet cell batteries. Housing. Hea1'v Rouge CRS with baked•un brunte hammenone nntsh, Mounts directly to wall W' means of two keyhole slots, or on mounting Included. Provisions fur mounting up to J heads. Pfano•hlneed lop for easy batten* maintenance. CIrtuitry. Full' automatic. solid stale charger recharges in 12 hours. Also Includes law voltage disconnect. charge rate pilot light to indicate both AC input and slate of charge. aria test switch to check transfer function and DC Iamps. Lamps. Each head is supplied with 6 volt, 23 wan PAR 36 sealed beam lamp. Housing Is high. Impact. heat resistant plastic with beige finish. Batteries. Lowlife refillable lead acid type. Sup• Plied in transparent. high impact plastic con. tamers. Batteries include evaporation proof vent caps. insulated intercell connectors. and an excess electrolyte reservoir for up to 10 years service free operation, , tilmeasises L W 14 MN's. tusk With Swum 1 MI Mees1 Ne. list 1.18 ( WI 114' 6' 104' 1 INIFISG 2VS11 5.35438 1212.01 1 : ".0 Ills 6 10 1 5IF36G 2V8$ 40664 211.11 I 150 14 8 18 1 1510(4 711ei3 365,11 231.47 .80 14 8 1gi. 1 ,4 S160G 1VSa1 50129 111331 1 �7 0 14 1 11P. LL.30 meet 231.56 151.21 I ' 14 8 18 +. I L1,100 /Veil 304.03 10114 1 550 DBS 4 -18 -1 100 TO 175 WATT PERIMALITER AREA FIXTURES Their efficient area light% use energy saving HID lamps to 'mot me maxintunt Itrhitna tar uarknnW tuts Untl garages. slopping vetww•• ullice Ouildinus, tturehuusr.. Since u greater area Is illi Its• 1'erlmalllrrs, *uvulas arc realized in reduced rleclricul and maintenance rusts and decreased *nergy consumption. Fr..Iur • comes with niiad•lap Clots 11 insulated high Putter !actor Italia., i lne•pieve tntectlun molded uultTurhuhaly kecers door tt tin on matte lens Lens Is ultraviolet stabilized to resist lading and velloirung Front housing is hinged for easy malnIti anre amt locks iron fait captive screws 1u intiire proper gasket .caUng Nrovisum tar So. 2E474 Phulorell, Finished in bronsr Lvklrn• cute Hear housing a onr•utece die cast aluminum for lung lite and coulrr ballad oper1IIun. The A finished, hush uuaUtl t and u u uuc, aluminum 1'*W n 7 1) unit mou mounts on nu roe nutlet bus l'L Listed fur net lucauuns. Bulb nut mciuurH, err index. Memmum Plana. T Mamm Ascent 1 lies Amps, 60 Ns ' Lin Amps. f0 Nt MW'.. I10V 1OIV 140V 111V 120V 1018 241V WV Msesl Magellan Magellan Temp. 'I Annum 1x18 Trp Mle. Mss, IIOW HPI •.0 1 .12 0.93 033 0S0 040 1 1 10 063 060 030 I Pt'LI00S116 M 101W UPS •20 122 160 Nu 23 0 1 70 95 .S 1'L130611S 121W M Vent • 'U 1'22 1 70 1 uU 90 6U (160 1 IU Vf• IU 1'1.1 5. 11NWise UI 2U 12: 1 fill I ' 60 • 76 i 1 IU 1 10 t. Cu 1 P1'LUI7S11116 • EXIT W 11 Mount Plate N h Impact Frame On makable Mousing DUAL•LITE REMOTE LIGHTING HEADS Remote sealed beam type lamps for emergency light. — ins units. Come with fully directional swivel and sin. ` �" ale sans ;noontime plate, —vim Lamp t'oltase must match unit voltage. l'1. Listed. Dual•Lite brand. Lae. V.Its Ws. Sleek Sem Wan. OC Maesl Ni. lla tan WI. CHROME PLATED LAMP HEAD 2S 6 EXTS584t'•2Stt' 2V006 521.14 110.11 1 S 28 12 EXTS58•12.25W 2V000 24 14 1019 1 S 8E101 FINISH THERMOPLASTIC LAMP HEAD (t4 V•O FLAME RATING) 25 ti P55861•25 18411 520.22 111.11 15 1 6 P55 8611 Naas 1901 Ii.M 1 $ ;2 P55812V9l1'103 ?VII/ 2:.78 18.11 I S lt.sI Wltk lama On Ne. WI tale WI )VIII 535057 111E 11 • 1 )VIII 131.29 11120 11.1 7V101 25404 1211! :no 2V110 2JMAI 181.22 :. PREMIUM INCANDESCENT EXIT SIGNS Iltlectton molded. noncorrosive, vandal resistant. Mich Impact wiring access. Mee I i .i'P . OSHA and most local codes. Chao, and NYC excluded. includes 6' red and green letters: snapuuts or right or loll arrows and two extended life 12W .M.' mina for mount: canopy for cetttne mount. Beck plate tar single or double face, Dimensions • wall mount: 12'11. x :'.11' canopy: 7 x 5'1W x 1'. H. Dual•Lite brand. Nt. 2V401 Standard AC Oslo Sign draws IOW DC which perinus ementtenv!' exit operation when cunnected to Nos. i' 489. 21199.71001. TVO02 and 71'003 units. No. 2V602 Sell•Centained Emergency Salt Sign includes premi• um pure lead matnlenance•free reeharleablr batten% valid state charter, 'miter circuit test switch and charts rate indicator. Transfer circuit has low cottage disconnect 10 ono tons batten' life. MIi'e. 11.18 8 Tyra 1171111 Modal N.. UM Lase WI. Slaidatd AC SEIDL' 2V$01 570.12 850.14 S 1 SeN•Ceatafad SE2Gl' 2VS02 .'44.40 566.85 6.11 OBS 4 -18 -1 7 2 2 2 10 73 40 13 F40 F96T12 F40 296712 30 30 30 30 122 122 122 122 120 120 120 120 010 143 60 1.43 N0.•Awr Non•Aetr. .4wnuhd Apenur.d 41 96 41 96 124 12 4 13 i 124 24 2 2 2 4',. 4 4'1. 4',, L240120SW36 1.291120 L■240120SW36 L4.216120 3y132: 5337012510 NMI: 3120 4160 31 3370 2550 3V324: 5820 44.60 142 210 132 270 4 1 40 75 110 F40 50 F961'11 50 296742 HO •20 122 12. 122 120 120 120 160 290 213 Noo•Aper Non-Ayr. Non•Ap.r. 41 96 ( 96 16 34 16 34 12 34 2 2 9 3 3 1J440120SW24 E1496120 E1291110120 34231: 3V3N- 7V332: 73 50 117.30 7910 112.60 113.11 51.00 230 470 330 RECESSED COMMERCIAL GRID -TYPE FIXTURES Olasta I 4p•1u4 ION 11 N... 34420. 34416. 1.1 34411 Fu111• assembled. die formed code gauge. cold tolled steel. Heavy end plates. .ucurell' al. toched. assure accurate row length. Door frame has die former:. heave pause steel relnlorced corners with steel latches and Raskettne. hinges Tubs. A.sie.1 IN•t I•cl.ddl 1 T..a. �1 1 Volts lies DI.aslsn I ML's. aro. W•Its Trpe I Mie. M... 140 Ns Amps ( 4.10111 WWII N.Ie4i 1 M.4.1 2 40 240 ' 50 4 40 40 24 5 2 40 F1'40 • .w 4 4 24 5 4 40 240 SO la.µ 444.1 I.cf.I Oty. Warts r p. 2 73 29 1 1 2 2 3 3 4 4 4 0 13 73 42240 I, MI METALUX ENERGY-SAVING GRID-TYPE FIXTURES 122 420 0 73 1 48 122 , 120 l 48 1 46 1'22 277 63 48 METALUX STANDARD GRID-TYPE FIXTURES 07 I 1e IN 420 4 ^' J 227 1 0 i 48 Not for sale in California. Massachusetts or Neu York. GENERAL PURPOSE FIXTURES fAt /THON /A • Cie Embossed Reflectors for extra strength. • Slotted Aperture Reflector Models provide 101 upltttht to reduce glare and sollen light. • 1 4 Turn Latch Assembly for fast, ea13' Install*. Ilon without tools • Prewired with "P" Rated Ballast. • Relating Prsssurt Lock Lamph•lden on 40W natures: tombstone spring-loaded on others. • Combination Endplate Connectors for *Ingle or I Awe. I 1 0f..•u.. 1 T.w.'2 I V.tn Ues 4,6. 184. 181.. 50 Nt A.M Trot stn ( Watt A f1 C 0 Mk's. Medet UTHONIA ENERGY-SAVING INDUSTRIAL FIXTURES • Rotating pr•ssuy lock lamp Nsid•rs • Ambient n temperature: min. 50'F, maa. • 13V and 277V Models • 'UI. Listed us brand ,0r • " 'Aeolus vas. laspittimUsl.dedl Volts Liao 1 !star.. Orr. Wens type 60 Ns Awes Tits 120 071 1 1 41 120 0.77 1 \on•Aper. 48 120 1.43 1 Noa.Aper. 06 re 143 1.jpenund 96 1 \.._ am 24 3 2C2404LE3 38416 ' 3 2G440LE3 l 3Va20 21 3 20440.4277'1'411E3 1 39474 24 24 MITALUX 3 3', 3'. 3', 12 41. 2 41. 12 2 44 2 44 1 i 12GP2t'5.1: 12C240 l 2G440277T' 1 , 2 METALUX STANDARD INDUSTRIAL FIXTURES S.5880 142.00 ell 46 48.10 71 96 91.40 .240 38413: 138.40 521/.18 g40 p: 3640 21.6 C21 MU: 38461: 70.10 6JM A206 7*4610 10.26 42.41 from either side, Acrylic di Nrew,red wttll "4" rated ballast. standard or enemy efficient halloos and pressure tuck tubeholders. Snap•tn access panel, 90" reflectance baked while enam• el dntsh. L'L Listed IBEW label. \lelalux brans • Stack Less T.as. laoo N.. 1161 tats WI u 300 211111 553.20 131.00 18 0 34411' 5810 41.50 280 38411: 58.21 41.60 31.0 39411: 62.44 44.60 31 continuous row installation. • Surface or Suspension Mounted t Nos. 31137 and 3V339 suspension mounted onlYi. • Hloh Gloss Baked Enamel Finish for indoor use only. 120V. 60 114. l'L Ltsted. 1U1'.V Label. 2 spacers No. 132.5075 are available. Shipped FOR nearest distribution point. For last. list 00 213. a call 1.100.323.0420 (in Illinois call Suck 1..... Shoo. 144. list faca Wt 2 40 F40 1 SO 122 1 120 073 1Non•Aprr • 41 124 1 4 39361 312470111.10 131• 2 73 F06712 ' 50 122 1 320 433 INon.Mier • 96 131 2 4'..4IJ112011■11I 32761 11630 4123 244. 4 40 240 i 30 1 1 1 20 1 46 Non•Ap.r . al 16 3 2'1. 9 I EJ44012011K11131135 39111 13 1110 220 4 75 296713 50 122 1 120 2.70 4penutto1 96 163 �E3A4N1201t1i111 inn 13330 NE 4:6 I 73 196112 1 30 122 120 270 Non•Aper 1 96 163 EJ /N1201IKI11 24221 133 1613 470 UTHONIA STANDARD INDUSTRIAL FIXTURES A Di.e.siees 1. lasae. Mfr's. Sleek less Limy law teams A S C 0 I Mdel Ns. list East W. METALUX ENERGY-SAVING INDUSTRIAL FIXTURES 120 1.33 AApenured 96 12 4 24 4'. A23NL1� 38181 407.42 118.31 300 120 1.33 3,on•Aper. 91 12 4 2', 4'• 1C2041.E3 3801 1712 68)6 30.0 I! 0 300 OBS 4 -18 -1 LIGHTING SYLVANIA ENERGY•SAVING SUPERSAVER FLUORESCENT LAMPS Oaaanplan SUPERSNPER elm (0411 SLattaam P401CW1 Sup SanerICWI RrLlmPine w11h Sylvania SuperSavers can save you.glones'. To And out how much• locale your KWH power rate and the SuperfSa',r Tamp you can use to the than below. Multtplb dollar say SuperSarstr ILW( 86 5uperSaver fluorescent tubes cut power consumption by 14 to 20"1 with nedlable reduction in Light output. iReductlon of light output I! 3.5'l with Ltlewlte ILWI color lump. 12.18x1 on all other color lamps SuperSaver fluorescent tubes are destined for indoor use with (6M ballasts and where temperatures are 60' or abuse. 34. 60. 90. 03 and 195•v. alt tubes replace 40. 75. 110 and 215 watt tuhes respectively $440111424/ Color Awing* 51.42 CI.. Cie. Shp4. Wane Descso n bee Tamp. CRI lumens 11.1.4 4.71. No. last (sea sera OIo• WI 34 f40Ctt' SS Med 81•Ptn 4200 62 27 50 20.000 39341 54.60 13.14 12.11 3ti 0 7 34 F40 WW SS Sled 81•Pin 30110 52 2800 20,000 3V343 530 3,63 3.15 30 41 34 F40 D SS Ned 81•Pin 6300 76 2350 2 0,000 39351 7 00 4.16 411 30 07 34 F40 LW 65 31ed. BI•Ptn 4130 48 2925 20,000 311361 490 3.38 3.22 30 48 31 F40 030 55 Med B1•Pln 3000 87 •923 20.000 3V521 630 4.31 4.13 0 rr 7 31 7'40 035 55 3led Ut.Pin 3500 89 025 20.000 39432 6 41) 4.42 4.20 34 0 7 34 F40 041 55 514.4. BI•Pin 4100 67 023 20,000 WS20 640 1 12 4.20 30 ": 60 F96T12 CW SS 1 Ptn 4200 63 3300 12.000 39350 9 70 6 it 1,34 1 60 p96T(211 W SS 1 Pin .1000 12 3600 12.000 39133 1140 7 41 1.46 3 ' i 10 7'06TI2 D 55 1 Ihn 6300 6 4 12.000 3V335 (4 20 5.16 1.27 5 : 3 60 F96712 L 55 1 1'111 4130 46 5650 12,000 39382 1030 7.17 6.16 S ; 5 10 F66712 020 SS (•Piss 'kW 6 3650 12.000 39530 13 30 1.11 4.10 .1 ; S 20 F96112 (MS 55 1•P1n 3300 69 3650 11000 39431 13.70 1.11 1.51 5 ; ti 10 F96712 W 1 SS ('Pin 4100 67 91150 12.000 39332 12.50 161 1 11 3 13 55 r96Tl2 C'w HO 55 Recessed DC 4200 62 8150 12,000 39351 Hi 40 1 11 4 11 1 ' 3 18 F96TII WW HU SS Retested DC 30181 33 6:75 12.000 39336 1340 333 105 3 1 3 15 V96TI2 LW H(1 S5 Recessed DC 4130 48 8575 12.000 3V313 11 30 1.14 1.31 '3 1 5 15 F98712 D30 HO SS Recessed DC 3000 67 8600 12.000 39831 13.50 8.32 1.15 13 :3 15 F96T12 D35 HU SS Reresscd PC 3500 C9 3100 1 39131 14 10 1.81 1.31 13 ; 3 15 F917712 041 HO 55 Recessed DC 4100 67 8100 12.011 39831 12.80 1,84 1.40 13 :1 114 F98712 CW "HU 55 Recessed DC 4200 62 14.000 10.000 39314 19 411 13.31 12.14 13 13 WATTAGE SAVINGS USING ENERGY- SAVING LAMPS Ines shown by number of lamps your installation requires. Savings are based on the average It(c expectancy of lamps uperallni at 3 hours per slant. Sepetievet lamp 5s KWH k RWN 14 KWH le KWH 94 RWN (01 KWH Ile RWN 124 RWN F40 SS 37 00 58.40 5880 511.20 512.60 514.00 S15.40 316 80 F46712 SS 4.50 5.40 8.30 7.20 8,10 9.00 9.90 10 MO F9678 SS 3 75 4.50 5.25 600 0.75 7.50 8.25 51011 F96712 SS 10.50 12.60 14.70 16.80 18.90 91.00 23.10 '.1.'2U F96T12 HO S5 9.00 10.80 12.80 14.40 18.20 18.00 19 NO 21.60 F96712 %'110 SS 8 75 10.50 12.25 14.00 15.75 17.50 19 23 :I 00 General Guide to AWN Potter Rates in America, East 1 Cast Central- 30 Central- •SOuWUti, Nonmtrrt•5003. Well -5001. Sow /men -SO 13. South l• Soulneast- 10.0.1.008 [Maloney Op. UN Appel. Wang (Lumens Par Win) C.11.1. (Nn.l' Lumens Salad Per Lamp'• 95 69 20.000 2925 9 .8 79 62 20.000 3150 82 62 20.000 2775 70 44 20.000 2925 7 0 1 geese OR 1114n111111.19 alwrrww melamine se eraners sa llereeone Opened en ewrsrawew 3atas4$ 1••1 Soya owl., Omen sermons WWI ewe 01 one OOVIINIM to war _._,.,l korgoa . fuse &aglow Rue inn now nom eaereeeessof w mIw • mew e a mow veemweee • ea Olen la sown sows DBS 4 -18 -1 INCANDESCENT AND HID DOCK LIGHTS LIGHTING G. • 7k 2V423 • 1 74 — These compact. Iiahiweieht fixtures provide con. trolled Illuminatuon of dock grass, Meaty gauge. non•rustlna spun aluminum reflector Is W:f. x T dsa, at lamp end and swivels 140 In horizon. lal plane. includes On OR toggle switch and hign temperature porcelain socket with nickel lated copper screw spell. Socket has push button spring loaded suspension mounting for lamp protection. 1 x 3 hands' box tastIV wwe' to )unction box; 183 SJO curd. 120V. 80 Hz opera. lion. Fleitshed to traits. yellow for visibility and safety. l L Listed; CS,i Centlted Dayton brand. 14 gauge. 1 square tubing arms allow for vent. cal and horizontal udlustmeni and feature rota. lion stop brackets. bronze %Inter steel bearings at all swing josnla and rotation slops to protect cord, Bright atnc•plated. 3 x 5 x 3 18',steel base for mutton/ fixture to vertical surface. 24, 40 and 00' extension arms. Al 24, 40 and W INCANDESCENT DOCK LIGHTS N•s. 71574, 2VS77 and 7V371. Reflector will accept 150.300W ;R-lo and PAR•381 )antes as well as enema' savins 120W IER.40i lamps —not Includ• ed. ® 24, 40 and 60- )D ENS RG SAVER Nos. 2VIN.2VIIS and 3V$$4. Uses 50W HPS lamp, No. 2V857 ;nut included), 83'1 energy savings !�! N.. 2V537 e nd ® Ne, 2VIIS over 150 watt incandescent PAR Aoudlighi, utter. ate on reactor type \PF 120Z'. 80 Hs ballast LEc 25' SWING AWAY INCANDESCENT DOCK LIGHT No. 2V922. Unit comes with 2.5 swivel hanger and base for easy overhead installation, Allows is'. Lure to swine out of the way when struck frnm any direction minimums damage. Returns to original position after contact. W RAILCAR INCANDESCENT DOCK LIGHT Ns. 2VISI. Vied in railcar dock lighting Witco' dons. Cumes with 90 extension arm. Ass Web Shoo. TI/00 Lea11a Ns. List (sett wt lacd.dsss..s 21 211121 1112.22 111.11 :::t la os.dssiege 40 2V1I1 121.21 16 140 laossdosseal 60 21211 121.83 11.11 IT 0 NPI 24 21114 271.15 110.11 20.0 Nf I 40 MINIS 265.= 119.44 23 0 NI1 60 MYNA 210.52 206.71 26 0 lasso* s 25 24421 ' 97.81 11.01 60 la00000sse 90 SY* 2/0.44 112.11 27 0 Me. Amps I16 IMea. Intake Spaces Asp Sean. Den t• THOL Rube Circuit IbUN 11 pole 2 pale 3 pals 33(MA Eagleson Trps Missies, Ttps Ol.es.ls.s N W 0 Mb', Sisk 6111. M..I Ns. Litt Etca WI. 181 22.000 12 6 4 335 Flush Surface - 21 4h 12 TL1241:R 44%1 5 16 63 3.00 ' 169 ^,000 21 i 6 { Flush Surface 2411 7 14 TL244413C 52601 1 2 8 000111.00 24 0 700 21000 30 2r; 10 1 Flush Surtact 9 3 14 TL 446 320.001639 3 37 7 0 DBS 4 -18 -1 Is GENERAL( Convertible Load Center Available in Indoor INEMA II and Outdoor. Rainnght INEMA 36) Enclosures nag Mar I fem. Ape IMO 1' I 1 Maa Intake flaws I NUM I Mks. _ 1 I Cuss* 141 s I 1 pas I sail 1 gob 1 Ws I t MT rps Wawa, 1A N D W' T 53 Lie tack W 10200 AIC with 3111* Breaker. 22200 AIC with 5151a Lu1 6 3 6 3 12 5 4 16 4 16 13 6 24 I 12 6 24 1 6 14 20 10 I I 24 12 - 24 12 - 235 1 Flat/ Surface - 21 Sunset 1 Flask Sunset 335 Flush Se date 3 fluabSutfaee 335 - 10.000AIC 12 6 24 10 3R 214 4'. 124 rub ?fats 20 10 40 11 1 flush Ssrfset 30',4 3 14 101 Breaker. =200 24 - - Flush Surface 33'0 3 14 UC run i 30 Rush Surface 33'5 3 N 113111 Luc 40 2U - - FIusaSurfare 43'14 3 14 MAIN BREAKERS & MAIN LUGS FOR 200A CONVERTIBLE LOAD CENTERS Dumps. LOAD CENTERS ELECTRIC • 100% Rated Split Neutral CepperCapper Con. rogations • • Nary' � Insulated Cress bar 1 Interior POWER MARX • Straight.ln Wiring Accepts One Sits Allen PLUS • SERIES ` Wrench for Easy Installation 121190 • Bottom Feed Capability • Masts 1964 NEC Wire Bending Requirements • 14'W Bar Fits Between 14' Wall Studs • Suitable as Service Entrance Equipment • Let PrIces Available NOW TO ORDER CONVERTIBLE LOAD CENTERS I2SA Models: t, Order Toad center: 21 Centers include main lugs: 31 To con1'en to main breaker l >'pe. order duuble pole THQL series breaker. not exceeding 125 .mps on nearby pave.. 1lsu order master main breaker mounting base. ,lain breaker cannot be installed without n. Bet. lisp Inn in Accessory section on next page. Main Lug 200A Medal.: 1, Order load center: 3i Order N14. Load Center 4.4556 ur 4..1S53 to make a main breaker s"p0. or 31 Order Nos. 42558 ur 42539 to make a mute ma WPC. CONVERTIBLE LOAD CENTERS 1 Phase, 3 Wln, Selld Neutral, 170 740 VAC 16',. 14 11'8 34 114 34 11 34 11',, 44 19 3'. 21 44 21 3 21'4 44 21'4 44 26 3 .26 4 ELECTRIC CONTROL ANO DISTRIBUTION 10 i 61235 42101 16000 f70.00 1:10 10'u 16151 4A656 4600 3350 13 0 10 11211 4A66 6000 70 .50 13 4 10 11251 44*646 6000 20 10 130 10 1121 42611 91.00 1130 13 0 14 12120 424106 9200 4100 19 u 124 13121 1260 13)00 MO 23 14 11112C 41101 101100 13 00 21.0 124 11131 44611 166 00 63.00 2/0 124 20121 1A161 16.00 9100 37 0 14 24120 IAMI 13100 6000 290 12't 24121 4*162 206 10110 23 0 12108 12167 132.00 61.00 30 0 2020C 42607 14000 1000 39 0 1 4200 14661 1 0U 66 00 JU 3020C 4A114 708.00 11169 34 0 4020C 4*666 29600 IY 00 41 U MIt'a. Motel Sleek Ns. 11,1 teak Sage. WI 15OA Male Breaker 110.000 A C, TQD22150X2 4AE5B 5172.00 155.00 3.0 200A Main b 110.000 AIC1 T0022200X2 111557 172.00 55.00 3.0 150A Main Lug MI T 42555 17.10 9.00 0.3 200/1 Main Lug KIS T LFi200 4*515 36.00 19.00 0.3 MAIN LUG LOAD CENTERS 13 Phase, 4 Wire,120d200/240 VAC tor 3 Win 240 VAC) MAIN BREAKER LOAD CENTERS 13 Phase, 4 Wire, 1201701940 VAC sr 3 Win 240 VAC) log 10.000 18 6 6 1 1 Flush Surface 23 3 14 1111111410C4/1143 317.00118.00 24 0 800 10.000 20 14 1 nusk Surface g in: 71: 11 iI113 4 12011 13 13 .311 ELECTRIC, CONTROL AND DISTRIBUTION CIRCUIT BREAKERS CFI BREAKER Awe Sallee 0-Line Series 1 40 I 2 3 80 70 SS 0 100 121 200 N•. 44127 No. 44584 • Molded Case Pluq•in Versions • Posi.Vu • Handle Indication of On, OM, or Tripped Condition • Visible Amp Rating en Handle • Copper Plug.ln Slabs • Boo Type Terminals for Buick Reliable Connections Yoh' Poles AC WIIIY 1 1 15 1 120 240 1 D, B 2 1 B 20 1 120'240 1 s a B 2 1 B 2 240 I ry 3l 1 1 30 2 120 240 1 H 2 1, J 240 3 120 240 3 B 240 1 SO 120 240 1 1� J 240 1 2 120 240 3 240 1 B LOAD CENTER TYPE CIRCUIT BREAKERS Federal Geverneteent 10,000 AIC Rated' Specification Qualified (WC•3751) gy STANDARD BREAKERS 1 p, • . m STANDARD BREAKERS Wile sus AWO MCM MIs's. 11es1 Let Meet Avell.Iie IAaa. Reline CU Al Model No. Use Sacs WI. T Pl 1S 144 12.8 T p L 2 1113 TH 1.2115 p TH L1120 144 12.1 TH L2120 TH P220 TH 1. 32020 TH 8-4 14.8 8-4 1441 8.4 8.3 8.3 8-1 8.3 8.3 2 120240 1 - 8.10 2 120240 2 120 240 1 - 10.250 6.1 0 I 120 1 - 14-8 8.2 12.8 12.8 8.2 12-8 8.2 8.2 8.2 8.2 8.2 8.2 8.2 4.10 TIf PI30 TH L1130 TH L2130 TH P230 TH L12030 TH L.32040 TH P140 TH L1140 TH L2140 TH L11S0 TH L21S0 TH L32050 8.3 8.2 Tlf L2160 TH 1.32060 TH 4.10 TH L2180 TH L2190 L2170 TH L21100 T L92100 1 0.250 T D L211S0 T T QD121200 44141 411542 44843 GROUND FAULT INTERRUPTER (GPI) BREAKERS 20 L1115GF 44582 124 TH L1120GF 445E4, TH TH L1130GF 411544 51151111td. Breakenl 515075 (GFI Irwsken) " ..T No. 44517 No. 44553 • Lugs Accept 40 and 75•C Conductor Rating C Lugs Wire • Quick Make Break Mechanism • IT Modules Allow for Smaller Sim Load Center • Ratings Available) Al Switching Duty Rating H fWD1 for Flu* nl Lighting Loads er 81 eatinq Air Conditioning, Refrigeration Rating (HACRI for HVAC Loads • OFI are Class A: 0.005A Ground Fault Trip level 44525 511.60 15.80 44885 11.60 5.80 44531 28.50 14.25 44137 28.50 14.25 44527 11.60 5.80 48586 11.00 5.80 44517 2150 14.25 44532 28.50 14.25 44593 85.50 45.00 411530 11.60 5.80 44536 11.60 5.80 44590 2 8.50 14.25 44590 90.00 45.00 4A1f2' 81.00 40.10 44511 158.00 79.00 170.00 170.00 185.00 90.00 90 85.00 85.00 32.50 04 0 1) 2 08 04 44128 11,60 5.80 0 2 44534 11.60 5.80 0 4 411581 28.50 14.25 118 4A533 28.50 14.25 114 44594 00.00 45.00 I2 48529 11 80 5.80 u 2 44535 1160 5.80 0.4 48511 28,50 14.25 0.8 44195 90.00 45.00 12 0.2 08 12 44891 2 8.50 14.25 0 8 48597 90.00 48.00 1.1 48939 87,00 43.50 0 8 48840 81.00 40.50 0 Yo, 24 211 45.00 hS 48.00 0 5 48.00 03 '110 N1W ITE Ws Slack SA/•. Oaoneuaa MolaI No. WI loch WI. Mnm M.3a a M..aliee Ina TN3I8000»IAS10S5 7113.00 01 leYl anal G►.Yam 0111 Small Lam inset 14.8 cu 14.1 Cu .411'11 1IC11 19.8 ALLA' Al. 4 1 14.2 • - 16.2 Cacnt Mossier' item 1111.1 PI1U1 1 t1' Knockouts I W Knockouts Uaues►eal Aalmlq.3 Alumina. Hill i1 nom conduit dia brooks GE LOAD CENTER ACCESSORIES 0114 No. 44560 Tr:L1 44163 490 1.00 01 T(L1 4612 8 90 4 00 0 2 TGL2O 4A164 652 4.00 01 TD42 4A6011000 S.30 03 TF11 14160 060 0.30 0I TC FP1 44411 120 0.60 01 Tc' 5 3441213 60 1110 0 3 TC 100 3 A 11413 60 1.10 0 3 ELECTRICAL SUPPLIES ELECTRICAL OUTLET RACEWAY STRIPS J116,111 71 15iMIMINEIMIIINIMIMONIA Prewtred electrical raceway strips provide mul• tittle outlet cont•entenee at an economical price. Permanenth• mounted. these raceways are idesl for use in offices. hospitals. laboratories. electrt. cal and electronic cabinets and work stations. Available to 3. 5 and 8 foot lentittis with 5 or 12 inch centers up to 12 outlets. Each raceway is prewered with 12 saute wire and 15 amp 120VAC receptacles. Strip matt be cut to custom ht space requirements. Convenient i+ inch knock out at N•. 11 01.1 1.Iwu. teeetb 0.33.3. Custom el Outlets a• a 5 to 5 1 2 LOAD CENTER ACCESSORIES Hard.Wlr•d l•r Permanent Mounting Ne, 4A673 -41 Ns. 4A14140 ) No. 4A623 Oeeone P► norm ronoull dia Ili 21i Clusini Cap Omar Noodle For bottom muunted main lust or o Mmaelm Locks Neaaaelae■ ION at Off, Sasp.0.I For TIIQP br eac er TQPL 14122 For THUL bracer THL103 44024 4.5114 Ties For TIIQP uolid micron TNT! 44121 Trip indicating. For THQL lleltd mum/no THT104 44626 MN's. Slack SAp, Model N. (let fah WI TC123 3A411S13601110 04 TCISO 2441/ 1360 010 03 TC200 4A611 23 0011 00 011 TC2SO 44620 39 0011 00 1)6 TCCP 44621 I b0 010 u 1111.:_1214A622 130 2.11 1 3 10 1.10 0 1 36u 110 0 1 1 4 010 01 1 40 010 01 bast or entrance end. Fitting No. 211808 tsold sepsrstel3 max be used for power connection. 3.1. Listed. All.3rlps include 2 blank end hltinls. Brooks brand. Entrance lilting adapts Dation prewired raceway strips to existing power circuits. providing a neat end sal closure. Mounts to women, handy or conduit box. Brooks brand IA1021. 04 .s 801. Shpt. wt. 0.2 1bs. List 52.62. Each fit 67 MIi B. lisul slot• Medal N•. Use 1950 Lets i1 NN. a• A306 26/603 520.31 613.54 111.54 1.9 12 A512 26/604 21.02 24.51 12.711 4.5 6 A506 26/605 30.23 20.15 17.55 5.0 12 A512 26/606 26.54 17.51 111.46 3.5 a MO5 26/607 33.00 23.33 20.41 5.5 OBS 4 -18 -1 I it:Ti CONTK�. !.N 1 DISTRIBUTION Comae* R+NM daa. .ad Asps 1 17.5 253 300 420 MO GENERAL NEMA 1 Enclosure with Contactor and Overload Relay Select contactor and relay fe complete meter starter package (see How To Order). GENERAL FEATURES Available i.i Reversing and Nonreversing Models. Manual or Avtematic Reset Overload Relay detects overload current: no healer element required. Automatic ambient temperature compensation. Replaceable Encapulafed Coil 100V Rated Contacts are Not Replaceable. Remote or Local Control of single and polyphase motors. Handle high starting intvsh currents of rotor plus provide motor overload and tow volt- age protection: when properly installed unit pro - eels motor from premature failure: Class 20 - aced overload with Interchangeable NEMA type seaters available on nearby page. itmisM- Through Wiring for easy installation. arc oli era and. guides Increase contact life. mtttl- :ontatns Three Double - Break. Silver Cadmium .ride contacts and NO auxiliary contact: snap - .n euxiliaryeenteets and timer attachment: can se quickly added (see IEC accessories). International Electrical Commission (IK) Sired hi Specific Meer HP Ratings Parts and A ries Available (See Index under Motor Parts) 400 Line Series E11111 UNE (COIL) SPECIFICATIONS MOTOR STARTERS IEC, ELECTRIC FUNCTIONALLY EQUIVALENT WITH.: AEG Allen Bradley ASEA Cutler Hammer FUJI Fumes Klockner- lloeller Mitsubishi Stemans _Uhs Sou.re -D Stromberg Telcmecanique Toshiba Westinghouse 1S Senes 100 Series EH icompactt MIC10 Senes IRCO 1SCSeries US 15 Series Class DIL 5 K CI Senes Rt121 t C21 Series Class 05366502 tmernatiunsl OKI M Series Series LEI -D Senes C.E 151 Senes J f.acI.asll E .irdoat: Sleti6c performance mar vary between bran If critical. rtviee all spect6cations prior to purtbase. MOW TO ORDER 1. Determine HP and voltage of the motor `match to contactor load specifications.) 2. Determine full -load amps of motor 'match to overload relay specs 1 Select only over- load In same section as contactor. 3. Determine voltage supplied to starter coil (match to line (coil, specs.) 4. Select both contactor and overload relay that meet all of the above Relay mounts easily to the contactor to make the starter. If motor performance rating from Steps 1 or 2 exceeds the starter ranges listed. se- lect larger size from next section ENCLOSED MODEL FEATURES Consists of Two Components: contactor in NE11A enclosure and overload relay Order each sepa- rately (see How To Orden. Factory Installed Stan -Stop Sutton for local acti- vation. For remote control. see Control Section. Sensing Devices. Float or Pressure Sw itches on nearby pages. Overload Reset Ruffen on Enclosure Face. N.O. Ausiliary Contact Included; see Index 1..r additional contacts. - NEMA 1 indoor steel enclosure %11lh- knorkout: Provided. . OPEN MODEL FEATURES Consists of Open Contactor and Overload Relay. Order each separately •see Slue To Order. Ausiliary Contact Block Available; see Index under Snap-On Contactor Stock Nos. 2A991 thru 2A994 mount on 35mm 1)IN rail tNu. 6X2.956. An Units Opatatlas Tee Is ssc.l • Iamb Sealing Seals. Pall-la Or.p -..t YA VA Watts 10-20 5-18 71 9.1 29 12.22 5-15 113 11.2 3.5 15-25 5-18 220 20 6.5 Enclosed Uaitst Liao ICsII) V.ha6. AC a1 SO Na 111 Hs 220V 240V Op• Uair.• U.. Iwlll V.Itq. AC at SO Na ll Na 21 24 ur or 110V 120V t Factory Installed Operating Coil -For other voltages. replace mitt) coils Listed ea nearby page Change out requites reodriter MAGNETIC, ENCLOSED & OPEN (aclss.re Tips Open Open Enclosed Opp.. Enclosed Open Open Open Enclosed Open Ad( Raga loll-Lea Asps 1.0 -1.6 1.1.2.5 2.5 -4.0 3.5.1.0 6.0.9.0 5.5 -12.3 12.0 -17.9 16.0.23.0 23.0-30.0 29.0.32.0 32.0 -42.0 40.0-92.0 52.0.60.0 x1.0 -x4.0 14.0.15.0 0pauli.g Tips Nonrev. Nonrev. Nonrev. Nonrev. Rev. Nonrev. Nonrev. Nonrev. Nonrev. Nonrev. Nonrev. Rev. Nonrev. Nonrev. Nonrev. CONTACTOR AND OVERLOAD RELAY SPECIFICATIONS Usa. lie. ICd1) Fell-lua Whig al Amps 60 Nr AC 90 125 12 5 12 5 125 175 25 3 2 30 0 30 0 42 0 68 0 Diiaead..s N W L 86 IM ea 66 86 66 66 2 13 291 300 3 00 00 3 00 120V 10V 1 201 ' 240V 24V 120V 24V 240V 120V 120V 2401? 120V 93 93 93 2 2 15 2 91 291 291 291 Dinoaslsast N W L 4.80 - 4 80 460 480 1000 480 10 000 5 12 7 40 1325 7 40 193 1 93 6 00 1 93 2 15 6 00 2 77 2 91 7 38 291 36 3 82 5 512 3 82 3 82 513 3 62 4 33 663 4 33 Mbs. Nodal CONTACTOR ORDERING DATA Mies Medal CR4CAA CR4CAH CR4CBA CR4CBH CR5VBA CRSSBB CR4CCA CR4CEA CR4CEH CRSSEB CR4CFA CRSVFA CR4CHA CR5SHB CH4CKA OVERLOAD RELAY ORDERING DATA Stack N.. Suck Ne. 24991 31)691 21992 311692 2*397 20999 30694 20993 34193 30021 20994 • 2099• 20995 SW131 24991 ELECTRIC CONTROL AND DISTRIBUTION Sapp. list face Wt. 57200 7200 9200 9200 244 00 104 0 11600 11600 13200 14200 344 00 18000 225 00 24800 357.46 57.46 73.42 73.42 194.71 90.17 52.99 92.57 92.57 105.34 113.32 274.51 143.64 179.55 197.90 5hp0 List Each Wt. 3 6Z CH4G1WG 3A027 53200 325.54 3 82 CHIC I WII 34021 32 00 25.54 362 CH4G1WJ 34029 3200 25.54 3 02 CII41:3tVK 34030 3200 25.54 3 CIt1G1WL 34031 321*) 25.54 362 CH4GIW11 34032 3200 25.54 382 CR4GIWN 34033 3200 23.34 362 CH4G2WP 34034 3600 25.73 382 CR4G2WR 34033 3600 25.73 4 33 CR4G3WS 30031 52 00 41.50 4 33 CR4G3WT 34037 52 00 41.50 598 CH4G3WU 34031 5200 41.50 598 CH4G3WV 34039 5200 41.50 5 95 CR4G3WW 34040 S2 00 41.50 591 CR4G3WX 34041 5200 41.50 10 25 50 13 I3 110 27 05 05 05 0 5 115 05 u 05 0 3 3 3 3 3 3 1i Mammon for open units are for complete motor starter 'contactor oath overload relay attached' Dimensions for enclosed units are for NEMA 1 enclosure. CO ll) CO CONTACTOR OVERLOAD RELAY Contact toad Patios. HP @ 00 Hz AC Adj. Tare Phase lilac Ws. Rage Wei. Siapl. Passe 220- 230- 440- 550- fell -load Model Stock FeIlled Modal Stoat 11SY 230Y 20IV 2101V 410V 100V Amps CR No Awp• C040. No. 10.1 IWG 34027 4CAA 2.4991 1 6 -2 5 1 W H 3A028 1's 1 2 2 5 5 90 4CAH 3A691 2 5.40 1493 3A029 3 el 0 1WK 34030 6090 lWM 34031 4CBA 2A992 25.40 1W3 34029 12 2 3 3 75 7.5 125 4CBH 34692 38.60 1WK 34030 SSBB 2A999 6 090 1WL 34031 5VBA 2A997 85.1 IWM 34032 60.90 1WL 34031 1 3 5 5 10 10 )75 4CCA 34694 85.125 1W11 34032 120.175 1WN 34033 4CEA 24993 12 0-17 5 1WN 34033 2 3 7.5 75 15 20 253 4CEH 34693 16 023 0 2WP 3.4034 SSEB 3A028 230300 2WR 34035 2 5 7.5 10 20 25 30 4CFA 24994 16 0 -23 0 2WP 34034 5l' FA 2.4998 23 0.30 0 2WR 34035 3 7.5 10 15 30 40 42 4CHA 24995 250320 3WS 3 A036 5SHB 5W131 320.420 3WT 34037 320420 3WT 34037 400520 3WU 3.4038 5 10 20 20 50 60 68 4CKA 2:1996 520600 3WV 31039 580640 3WW 34040 640.680 3WX 3.4041 I it:Ti CONTK�. !.N 1 DISTRIBUTION Comae* R+NM daa. .ad Asps 1 17.5 253 300 420 MO GENERAL NEMA 1 Enclosure with Contactor and Overload Relay Select contactor and relay fe complete meter starter package (see How To Order). GENERAL FEATURES Available i.i Reversing and Nonreversing Models. Manual or Avtematic Reset Overload Relay detects overload current: no healer element required. Automatic ambient temperature compensation. Replaceable Encapulafed Coil 100V Rated Contacts are Not Replaceable. Remote or Local Control of single and polyphase motors. Handle high starting intvsh currents of rotor plus provide motor overload and tow volt- age protection: when properly installed unit pro - eels motor from premature failure: Class 20 - aced overload with Interchangeable NEMA type seaters available on nearby page. itmisM- Through Wiring for easy installation. arc oli era and. guides Increase contact life. mtttl- :ontatns Three Double - Break. Silver Cadmium .ride contacts and NO auxiliary contact: snap - .n euxiliaryeenteets and timer attachment: can se quickly added (see IEC accessories). International Electrical Commission (IK) Sired hi Specific Meer HP Ratings Parts and A ries Available (See Index under Motor Parts) 400 Line Series E11111 UNE (COIL) SPECIFICATIONS MOTOR STARTERS IEC, ELECTRIC FUNCTIONALLY EQUIVALENT WITH.: AEG Allen Bradley ASEA Cutler Hammer FUJI Fumes Klockner- lloeller Mitsubishi Stemans _Uhs Sou.re -D Stromberg Telcmecanique Toshiba Westinghouse 1S Senes 100 Series EH icompactt MIC10 Senes IRCO 1SCSeries US 15 Series Class DIL 5 K CI Senes Rt121 t C21 Series Class 05366502 tmernatiunsl OKI M Series Series LEI -D Senes C.E 151 Senes J f.acI.asll E .irdoat: Sleti6c performance mar vary between bran If critical. rtviee all spect6cations prior to purtbase. MOW TO ORDER 1. Determine HP and voltage of the motor `match to contactor load specifications.) 2. Determine full -load amps of motor 'match to overload relay specs 1 Select only over- load In same section as contactor. 3. Determine voltage supplied to starter coil (match to line (coil, specs.) 4. Select both contactor and overload relay that meet all of the above Relay mounts easily to the contactor to make the starter. If motor performance rating from Steps 1 or 2 exceeds the starter ranges listed. se- lect larger size from next section ENCLOSED MODEL FEATURES Consists of Two Components: contactor in NE11A enclosure and overload relay Order each sepa- rately (see How To Orden. Factory Installed Stan -Stop Sutton for local acti- vation. For remote control. see Control Section. Sensing Devices. Float or Pressure Sw itches on nearby pages. Overload Reset Ruffen on Enclosure Face. N.O. Ausiliary Contact Included; see Index 1..r additional contacts. - NEMA 1 indoor steel enclosure %11lh- knorkout: Provided. . OPEN MODEL FEATURES Consists of Open Contactor and Overload Relay. Order each separately •see Slue To Order. Ausiliary Contact Block Available; see Index under Snap-On Contactor Stock Nos. 2A991 thru 2A994 mount on 35mm 1)IN rail tNu. 6X2.956. An Units Opatatlas Tee Is ssc.l • Iamb Sealing Seals. Pall-la Or.p -..t YA VA Watts 10-20 5-18 71 9.1 29 12.22 5-15 113 11.2 3.5 15-25 5-18 220 20 6.5 Enclosed Uaitst Liao ICsII) V.ha6. AC a1 SO Na 111 Hs 220V 240V Op• Uair.• U.. Iwlll V.Itq. AC at SO Na ll Na 21 24 ur or 110V 120V t Factory Installed Operating Coil -For other voltages. replace mitt) coils Listed ea nearby page Change out requites reodriter MAGNETIC, ENCLOSED & OPEN (aclss.re Tips Open Open Enclosed Opp.. Enclosed Open Open Open Enclosed Open Ad( Raga loll-Lea Asps 1.0 -1.6 1.1.2.5 2.5 -4.0 3.5.1.0 6.0.9.0 5.5 -12.3 12.0 -17.9 16.0.23.0 23.0-30.0 29.0.32.0 32.0 -42.0 40.0-92.0 52.0.60.0 x1.0 -x4.0 14.0.15.0 0pauli.g Tips Nonrev. Nonrev. Nonrev. Nonrev. Rev. Nonrev. Nonrev. Nonrev. Nonrev. Nonrev. Nonrev. Rev. Nonrev. Nonrev. Nonrev. CONTACTOR AND OVERLOAD RELAY SPECIFICATIONS Usa. lie. ICd1) Fell-lua Whig al Amps 60 Nr AC 90 125 12 5 12 5 125 175 25 3 2 30 0 30 0 42 0 68 0 Diiaead..s N W L 86 IM ea 66 86 66 66 2 13 291 300 3 00 00 3 00 120V 10V 1 201 ' 240V 24V 120V 24V 240V 120V 120V 2401? 120V 93 93 93 2 2 15 2 91 291 291 291 Dinoaslsast N W L 4.80 - 4 80 460 480 1000 480 10 000 5 12 7 40 1325 7 40 193 1 93 6 00 1 93 2 15 6 00 2 77 2 91 7 38 291 36 3 82 5 512 3 82 3 82 513 3 62 4 33 663 4 33 Mbs. Nodal CONTACTOR ORDERING DATA Mies Medal CR4CAA CR4CAH CR4CBA CR4CBH CR5VBA CRSSBB CR4CCA CR4CEA CR4CEH CRSSEB CR4CFA CRSVFA CR4CHA CR5SHB CH4CKA OVERLOAD RELAY ORDERING DATA Stack N.. Suck Ne. 24991 31)691 21992 311692 2*397 20999 30694 20993 34193 30021 20994 • 2099• 20995 SW131 24991 ELECTRIC CONTROL AND DISTRIBUTION Sapp. list face Wt. 57200 7200 9200 9200 244 00 104 0 11600 11600 13200 14200 344 00 18000 225 00 24800 357.46 57.46 73.42 73.42 194.71 90.17 52.99 92.57 92.57 105.34 113.32 274.51 143.64 179.55 197.90 5hp0 List Each Wt. 3 6Z CH4G1WG 3A027 53200 325.54 3 82 CHIC I WII 34021 32 00 25.54 362 CH4G1WJ 34029 3200 25.54 3 02 CII41:3tVK 34030 3200 25.54 3 CIt1G1WL 34031 321*) 25.54 362 CH4GIW11 34032 3200 25.54 382 CR4GIWN 34033 3200 23.34 362 CH4G2WP 34034 3600 25.73 382 CR4G2WR 34033 3600 25.73 4 33 CR4G3WS 30031 52 00 41.50 4 33 CR4G3WT 34037 52 00 41.50 598 CH4G3WU 34031 5200 41.50 598 CH4G3WV 34039 5200 41.50 5 95 CR4G3WW 34040 S2 00 41.50 591 CR4G3WX 34041 5200 41.50 10 25 50 13 I3 110 27 05 05 05 0 5 115 05 u 05 0 3 3 3 3 3 3 1i Mammon for open units are for complete motor starter 'contactor oath overload relay attached' Dimensions for enclosed units are for NEMA 1 enclosure. CO ll) CO tow* V_N_ Gratnoer. IM. 4W' A FRONT ELEVATION 112' KT LENGTH T / DRIVE THE FOLLOWING FURNISHED BY • GENERAL CONTRACTOR. AN. CHORS SS" LT ■ 6" LG ON12"MAX. CTRS. RECOMMENDED ON ALL CURB ANGLES. Curb Angle 3 : 3 : 'G : "C Ig 1 Rcp d. Curb Angle 3: 3: X Is - D - 112. 2 Req'd. Curb Angle 3 : 3 : X : - Er Ig. 1 Rep d. Curb Angle 3 : 3: X : 20" min. 4. 2 Re 01 run continuous Pit to Pit. Anchor Botts (1 per Bumped. PAINTED GUIDE LINE BY OTHERS SECTION A -A TOP OF DOCK n n A 52 64 88 112 64 B i 74 74 74 74 85 88 112 B5 85 C 80 80 80 80 9t 91 91 o• 49 CI 85 109 61 85 109 VARIABLE DIMENSIONS REAR PIT WALL TO BE SQUARE WITH DOCK FLOOR. REVERSE SLOPE UP TO SS" AS SHOWN IS RECOMMENDED. QTY. T MODEL NO. M i0S1 16'«i5101 �$�j Is : . 10 M i31 ( 6 7 « t 81 p) it �00 r «1Vj 16.tIOlgI PIT MUST ACCOMODATE MODEL M -6002 M IOi2 (7'« t 61p) M.7012. (T «:870{ M -1002 (T« a 10181 •r DATE Caro rr CITV • STAVE CERTIFIED FOR CONSTRUCTION CHECK WITH FACTORY FOR MODELS M -7380. M -7380 & PA-7300. i KELLEY COMPANY, INC. ✓)il e.w.M.N. U+.. NMO .N.. PIT LAYOUT FOR KELLEY DOCKBOARDS 0.40 Gm rec. 0.1: JFS JFH 1 • -• -T+ I 0.0..w. 1120 • :Lim L�b • .• /.r•. .N. T ;,•1r. C' • :I LINE'• . *NtA IAa41 r. r■ aOANKS bCA111.0 HONOLULU GirACUS( HOUSTON WASHINGTON, O C. •C KI..GTON,KT WMIIC p:AtNL SUITE SOO,NORTHG<TE EYECUTIVE CENTER CABLE: OAMCI4ORC McCann Construction Company Inc. P.O. Box 88314 Seattle, Washington 98188 Attention: Mr. Sam Holden Gentlemen: r-. r: . r.A� t✓ 4 ....•• Y V 1 VISA © Y.o CO!•5L'11 /.t.T.r. IN THC Cf:d'F0 /TA- A•..". ACDLICO CAIITH SCICHCCS i55 N E. IOO ?H STREET • SSATTLE,WASHINGTON 98125 • 12O6 523A0.56O ,,,,,.,.... O - 4 44 - 2 021 Fit V: CO 1 _. August 2, 1978 •; Eg Ell\v/E RECEIVED OCT 2 9 1990 AUG 4 197$ MAHAN & DESALVO, INCtnccan poi -!• Co., Ins. Report of Engineering Services During Earthwork Project 395 Southcenter South Industrial Park Tukwila, Washington This letter summarizes our observations and the results of our density testing which have been carried out during the placement of building pad fill for the proposed Project 395 structure in the Southcenter South Industrial Park, Tukwila, Washington. The proposed building will be located at the southeast corner of the intersection of Todd Boulevard and Olympic Avenue South. The building will be a warehouse structure roughly 220 by 180 feet in plan dimen- sions. A future 180- by 120 -foot southward expansion of the facility is planned. - - -~ Recent structural fill was placed prior to the beginning of our observa- tion and testing. The material consisted of 'a brown fine sand with occasional coarse sand and gravel. This fill was 1 to 1 -1/2 feet thick and covered the building area. In -place density tests performed on this initial fill pad indicated that the fill was compacted to a dry density of at least 95 percent of the maximum as determined by AASHTO Test Designation T -180. Structural fill placement was undertaken on July 17, 1978 to complete the fill pad. Compacted fill and preload placement were completed on July 19, 1978. The material initially consisted of a brown silty sand with gravel. As fill placement progressed the material changed to a brown silty gravel with sand. The material was brought to the site by A•rt Nt. eta•• CA p..A:r• SrL.yAL_at r,UwAtl 6•7NL• LC'.00H Tt•aA4 M AC aID TOK•.• NLLOOURtIC TOpOI.'C VANCOUVCa. e.0 !' DAMES 8. L' oor:aE McCann Construction Company Inc. August 2, 1978 Page 2 JKT:WJG:dh 8886 - 066 -05 Yours ver truly, DAMES ORE By ee Ja K. Tuttle Partner and 4: l illiam J. aham Project Engineer truck, spread into layers by a small dozer, and compacted using a large vibratory roller. The preload fill was extended 25 feet into the future expansion area as recommended in our soils investigation report. In -place density tests taken in the structural fill pad indicate that the fill was compacted to a dry density at least 95 percent of the maximum as determined by AASHTO Test Designation T -180. Based on these results and our observations we conclude that the building pad has been satisfac- torily placed and compacted. Daily memos and reports have been submitted to Mr. Holden or his representative as the work progressed. After the fill pad was completed the preload was placed. The preload consisted of a brown silty gravelly sand occasionally grading to a brown sandy silt with gravel. The preload was placed 2 -1/2 feet thick through the central portion of the building area, sloping to a 2 -foot thickness around the perimeter. We appreciate the opportunity to serve you on this project. If you have any questions or if we can be of further assistance, please contact us. „ • . , „ .1 r SOILS AND'FOUNDATION INVESTIGATION::: PROPOSED OFFICE AND WAREHOUSE BUILDING TUKWILA, WASHINGTON ANCIIOIIA( t LO.+ AN[:CLEL; ALLAN TA NEW OIILLAN!: OILLINOS NEWPORT OCAC11 UOCA PATON NEW YORK t1OSTON PHOENIX CHICAGO roniLAND CINCINNATI 9ALt LAKE CITY CRANEORD SAN FRANCISCO DENVER SANTA DARHARA tAIRUANItS SEATTLE HONOLULU SYRACUSE HOUSTON WASHINGTON, D.C. LEXINGTON, KY WHITE PLAItIS W.W. Grainger, Inc. 5959 West Howard Street Chicago, Illinois 60648 Attention: Mr. Bob Bishop Gentlemen: SCOPE AND PROJECT DESCRIPTION .Y:1)/+"k S 1 V W CD CH IE CONSULTANTS IN THE ENVIRONMENTAL AND APPLIED EARTH SCIENCES SUITE 500, NORTHGATE EXECUTIVE CENTER • ISS N. E. 100TH STREET • SEATTLE, WASHINGTON 9 8125 • (20G) 523.0560 CABLE: DAMEMORE TWX: 910.444 -2021 June 6, 1978 Soils and Foundation Investigation Proposed Office and Warehouse Building Tukwila, Washington We have completed our soils and foundation investigation for the subject project in accordance with your authorization of our proposal dated April 13, 1978. A description of our investigation and our recommendations are presented in this report. The purposes of our investigation were to explore the subsurface soil conditions at the site and, using the information obtained during this investigation along with available geotechnical engineering data from previous projects in the immediate area, provide engineering recom- mendations for foundation support and site development. Specifically, our studies include: 1. Recommendations for the design of shallow foundations including allowable soil bearing pressures, as well as minimum width and depth for spread and continuous footings. 2. Recommendations for placement of permanent and surcharge fill. ATI/ENS PC1iTH CALGARY RIYADH JAKARTA SINOAPORE KUWAIT SYDNEY LONDON TEHRAN MADRID TOKYO MCLDOURNE TORONTO VANCOUVER, D.C. W.W. Grainger, Inc. June 6, 1978 Page 2 3. Estimates of the magnitude and time rate of settlement of foundations designed and constructed as recommended. 4. Criteria for the support of floor slabs, including estimates of postconstruction settlement performance under the design floor loads following completion of the recommended surcharging program. Present plans call for the construction of a 1- story, slab -on- grade, warehouse /office facility with a 19 -foot ceiling clearance. The structure will be 180 by 200 feet in plan dimensions. A future 180- by 120 -foot southward expansion of the facility is planned. The finished floor elevation will be established at car - loading height. The structure will be supported by a combination of continuous perimeter wall footings and individual interior column footings. The maximum anticipated live plus dead peripheral wall and interior column loads will be on the order of 3.5 kips per lineal foot and 80 kips, respectively. The overall total slab -on -grade design load will be 300 pounds per square foot. FIELD EXPLORATIONS AND LABORATORY TESTING Six text pits were excavated on the site to explore the shallow subsurface conditions. These test pits extended from 7.5 to 11 feet beneath the existing ground surface. The locations of the test pits are shown on the Site Plan, Plate 1. The field explorations were continuously monitored by a'staff geologist from our office who classified the soils encountered, maintained a log of each test pit, collected representative soil samples, and made detailed observations of site conditions. The logs of the individual if W.W. Grainger, Inc. June 6, 1978 Page 3 test pits are presented on Plates 2 through 4. The soil samples were classified in accordance with the Unified Soil Classification System as presented on Plate 6. Samples recovered in the field were placed in air -tight containers and returned to our laboratory for further examination. Moisture content and density determinations were performed on selected soil samples. The results of these tests are being maintained in our files and are available upon request. SITE CONDITIONS Surface: The proposed site is located southeast of the intersection of Olympic Avenue South and Todd Boulevard South. Existing warehouse facilities border the site on the east and south. The relatively flat site is grass covered with the exception of small ponded areas with up to 1 foot of water that are located west of the building area and the immediate building area which is overlain by approximately 3 feet of fill. This fill consists of loose gravelly sand. It is our understanding that it extends at least 5 feet beyond the proposed building perimeter. The subsurface exploration program indicates that beneath the recently placed fill the building area is underlain by nonuniform, alternating layers of silty sands, sandy silts, silts, and sands, with varying amounts of organic material in some of the layers which are typical of this portion of the Green River valley. These materials are generally in a loose (soft) condition; however, medium stiff to stiff silt layers were encountered near the surface in the test pits that were located along the proposed western building line. Ground water was observed at depths ranging from 5.5 to 7.0 feet below the existing ground surface. W.W. Grainger, Inc. June 6, 1978 Page 4 A review of the available information in our files from previous investigations in the industrial park revealed one boring that lies within the proposed building area. This boring encountered alternating layers of loose (soft) sandy silts, sands, silts, and peaty silts to a depth of 18 feet below the ground surface. These materials are underlain to the limit of the drilling by loose to compact well and poorly graded sands. The ground water was observed in the boring at a depth 6 feet below the ground surface. The boring is located on the Site Plan, Plate 1 and a copy of the boring log is presented on Plate 5. RECOMMENDATIONS Based on the results of the soil explorations, laboratory testing, and our knowledge of soil conditions in the park, we conclude the building loads and floor slabs can be satisfactorily supported on shallow founda- tions. A surcharge program to reduce postconstruction settlements is recommended. Special attention should be given to the extent of surcharging along the south wall of the initial building area. The planned future expansion of the facility will require additional surcharging at a later date. In order to minimize the potential influence of this future loading on the south portion of the initial building, we recommend that the present surcharge operations extend at least 25 feet into the future expansion area. Site Preparation and Earthwork: All vegetation on the site should be cut close to the ground surface and removed before additional fill is placed. The existing fill in the building area should be spread to form a uniform thickness over the building area and thoroughly compacted before additional fill is placed. The additional fill required to establish floor grades should consist of relatively clean sand or sand and gravel. All fill should be compacted to at least 95 percent of the maximum dry density as determined by AASHTO Compaction Test Procedure W.W. Grainger, Inc. June 6, 1978 11 Page 5 T -180. The fill should be placed in lifts of approximately 8 to 10 inches of loose thickness. Vibratory compaction equipment should provide the most efficient method of compaction for the specified fill material. The zone of compacted fill should be carried to approximately 4 inches above the bottom of slab grade to allow for settlement under the weight of the fill. We recommend that the earthwork operations be observed and testing carried out by a qualified soil engineer in order to verify that these recommendations are achieved. We recommend that a surcharge fill be placed over the structural fill to preinduce settlements which will otherwise be caused by the storage loads within the structure. The extent of surcharging used is, in part, a function of the time which can be allowed for the surcharge fill to remain in place, as well as the amount of postconstruction settlement which is considered acceptable. Our experience with adjacent structures indicates that a surcharge fill consisting of 2 -1/2 feet of material through the central portion of the building area sloping to a 2 -foot thickness around the perimeter should induce the major portion of settlements due to design floor loadings if left in place for approximately 2 to 3 weeks. Alternatively, the thickness of surcharge fill could be reduced by approximately 1 foot if the material can be left in place for approximately 10 days to 2 weeks longer. The surcharge fill should extend for full height at least 5 feet beyond the building perimeters on all sides with the exception of the southern site, where the full height of surcharge should extend at least 25 feet into the future expansion area. Settlements resulting from the placement of the remainder of the structural fill pad, plus the surcharge load are expected to be in the range of 2 to 3 inches. In order to monitor the magnitude and rate of settlement during surcharging, we recommend that at least four settlement markers be placed within the building area. These markers should be W.W. Grainger, Inc. June 6, 1978 Page 6 installed immediately following the spreading and recompaction of the existing fill and before additional material is imported. We recommend that the markers be read at least twice a week during and for the first week following fill placement and once a week thereafter. The readings should be provided to us promptly so that we can evaluate them and advise when the surcharge can be removed. Foundation Support: Footings may be founded either at shallow depth on the natural soils or on structural compacted fill. In the latter case, it will be necessary to overexcavate and replace natural materials for perimeter footings. The perimeter footings should be founded at least 18 inches below the lowest adjacent grade. Where footings are supported on the natural soils, they should extend at least 6 inches below the original ground surface in order to penetrate any zones of topsoil and surface vegetative root structure. These footings may be designed using a bearing pressure of 1,500 pounds per square foot for the total of dead plus long -term live loading. When wind or seismic loads are considered, this value may be increased by one - third. Where footings are founded on the natural soils, it is important that the excavations be inspected by a soils engineer to verify that the exposed soils will satisfactorily support the footings as designed. If wet, loose, or soft materials are encountered, as may be the case in the valley alluvium, overexcavation and replacement to a depth of 12 to 18 inches with compacted fill may be required. Alternatively, the peripheral footings for the structure may be designed using higher bearing pressure if the overexcavation and replacement of the natural soils is accomplished. Overexcavation to a depth of 3 feet below footing grade and replacement with granular fill compacted as recommended for general building area fill will permit design of the footings using a bearing pressure of 2,500 pounds per square foot. This value is intended to apply to the total of all dead W.W. Grainger, Inc. June 6, 1978 Page 7 plus long -term live loading and may be increased by one -third when considering wind or seismic loads. The overexcavation' beneath footings should extend at least 1 foot on each side of the edge of the footing. On the interior, side, the excavation should slope upward at a 1:1 slope to intersect the bottom of the general building area of structural fill. All bearing values presented are intended to be exclusive of the weight of the footing and any overlying backfill. Footings should be a minimum of 16 inches in width. Interior footings may be founded at a minimum depth of 12 inches beneath the surface of the floor slab. Design criteria for these footings is,the same as for perimeter footings founded on compacted fill. Settlements: We estimate that the settlement of footings designed and installed as recommended will be on the order of 1/2 to 3/4 inch. A major portion of this settlement will occur rapidly upon application of load. Postconstruction settlements of both the structural frame and the floor slab due to the influence of the floor loading will be dependent, in part, on the extent of the surcharge program. Our experience in the area indicates that postconstruction settlements should not exceed 1 inch if the surcharge program is carried out as described above. Differential settlements across the building area will be largely dependent upon the uniformity of floor loading. If relatively uniform floor loading is maintained, particularly during the initial stages of building occupancy, we estimate that differential settlements should not exceed 1/2 inch over a 50 -foot distance. Floor slab support: The floor slab should be supported directly on the compacted fill, providing it consists of free - draining material. Otherwise, we recommend that at least 4 inches of sand or gravel be placed to provide a capillary break against the possible rise of moisture through the fill and into the slab. W.W. Grainger, Inc. June 6, 1978 Page 8 In summary, the site presents no unusual requirements with respect to development based on our past experience in the immediate area. Review of the earthwork operations and the settlement data by our office is recommended to evaluate the effectiveness of the earthwork surcharging program. If you have any questions concerning the information presented in this report, please do not hesitate to contact us. JKT:EG:mb 3 copies submitted 7803-004-05 cc: McCann Construction Company, Inc. Attention: Mr. Bruce E. McCann Yours very truly, D 1L MOORE By And ack K. Tuttle Partner •Ernest Gomez Project Engineer, • • • W 0 0 red W J irfr2 1 4 65 -2 PROPOSED OFFICE WAREHOUSE FUTURE EXPANSION BUILDING 364 1 1 1 1 "74 1 C-- PROPERTY LINE PROPERTY LINE PLOT PLAN SCALE VIOL REFERENCE; DRAWING ENTITLED; "M.CANN PROJECT 0 915, SOUTHCENTER SOUTH INDUSTRIAL PARK, TUKWILA, WASHINGTON," ALFRED H. CROONGW$T A.I.A. &ASSOCIATES, ARCHITECTS. DATED 10 -24 -77 BUILDING 300 KEY TEST PIT LOCATION 1 AND NUMBER -- APPROXIMATE LOCATION 100 SO 0 100 OF BORING PERFORMED DURING PREVIOUS INVESTIGATION .AMu• s MOON■ PLJTW W i 0 • TEST PIT 1 0" - 2" Grass Cover With Ponded Water 2" - 2 ' ML Brownish -Gray and Gray Mottled Silt (Soft to Moderately Stiff)(Moist) 24 44' SM- Mottled Gray and Brown Silty Very Fine Sand (Loose) ML 4' - 5' SM- Gray Silty Clayey Very Fine Sand And Sandy Silt ML (Loose) (Saturated) 5' - 74' SM Gray Slightly Silty Very Fine Sand (Saturated) (Loose) 7' - 11' SM- Gray Very Silty Fine Sand and Thin Interbedded ML Gray Silt With Organic Matter (Loose) (Saturated) Test Pit Completed at 11' 5 -17 -78 Ground Water Not Encountered TEST PIT 2 0" - 3' SM- Grass With Roots, Into Gray and Brown Mottled ML Very Silty Fine Sand to Sandy Silt (Loose)(Moist) SP Dark Brown Fine Sand (Loose) (Damp) 4' - 5' SM- Mottled Gray and Brown Very Silty Fine Sand, ML Sandy Silt with Small Roots (Loose) (Wet) 5' - 74' SM Mottled Gray and Brown Very Silty Clayey Fine Sand (Loose) (Wet) 74' - .11' ML- Gray Sandy Clayey Silt with Abundant Roots, Soft, SM with Thin Very Silty Fine Sand Seams and Silt Seams (Saturated) Test Pit Completed at 11' 5 -17 -78 Ground Water Encountered at 54' SWAMIES S 11010011111111 H c TEST PIT 3 SM Mottled Gray and Brown Silty Very Fine to Fine Sand (Loose) (Damp) 2' - 2 ' ML Gray Silt (Soft) (Damp), 2' - 5' SM- Mottled Gray and Brown Silty Fine Sand (Loose) ML (Damp) 5' - 6' SM Mottled Gray and Red -Brown Silty Sand (Loose) (Wet) 6i' - 11' SM Gray Silty Fine Sand with Roots (Saturated) (Loose) Test Pit Completed at 11' 5 -17 -78 Ground Water Not Encountered 0' - 1' CL Gray Silty, Gravelly, Sandy, Silty, Clay,: (Soft) (Moist) 1' - 2i' SP- Brown Silty to Slightly Silty Sand (Damp) (Loose) SM 2' - 5 ' ML Gray and Slightly Brown Mottled Very Fine Sandy Clayey Silt with Roots (Moist) (Soft to Medium Stiff) - 8' SM- Gray and Brown Mottled Very Silty Fine Sand ML Interbedded with Very Fine Sandy Silt and Silty Sand (Wet) (Loose) Test Pit Completed at 84' 5 -17 -78 Ground Water Encountered at 7' TEST PIT 4 I • •OO MR MAJOR D /V /S /ONS GRAPH LETTER S17MSOL SYMBOL TYPICAL DESCRIPTIONS ■ COARSE GRAINED SOILS MORI THAN f0 % OF 8ATl111AL 11 LA tNAN N0 !1 11141 GRAVEL AND GRAVELLY SOILS 8044 THAN SO % OF COAR1I MAC. TION ON 40 I[VE ' S e • • CLEAN , GRAVELS � t, ,: GW [LITTLE On NO wlll•IRAO[O ORAAAAA, SAAVtt• N 10111, LITTLE OR ' NO FINIS ►14111 B � I!''. �r•� !, I /� I!! GP t I ? FoonLf• SAND NINTH/1M LITTLE ON NO 1 GRAVELS WITH FINES IAFFRICIAILI A8O144T OF 714[11 l' 1 I• `•�11 QM SILTY, 08A4[LS, SRAVII -SAND• fat 811 TUn[f r we re J` w : w GC CLAYEY CRAMS, ORAV[L•SANO• CLAY MINtuR[S . SAND AND SA NDY SOILS Mont THAN fo% OF COAlII FRAC• TION fund 40 4 411V4 CLEAN SAND ( LITTL1 OR NO ; '•',.', • • ' •• SW ..?:%:..,...,.. ' w(LL •ORA010 , DRAV[LLY SANDS, LITTLE OR NO FINIS FINIS) I � i I , 1 SP "I. P00411 • DRAM DS, IRAVILLY DMD SANDS, LITT11 OA 40 FIND SANDS WITH FINES I 1 IASLI AM0041 $M 1 I• SILTY SANDS, SAHD•11LT 8)81001114 000 110 OF FINIS1 :.. i • • •• • • : •":!, • SC •� % A P.i %. • ! :R %. • ! :R CL AVIV SANDS, tAMO•CLAY 8117011111 FINE GRAINED 5011 3 MORI THAN SO % 01 SAL IS WALLIS THAI 40. 100 SHIRE 1111 I I ML IN011IA4IC 11114 AND VERY Ills/ SANDS, ,OC FLO" SILTY OA SILTS wIT4 111M1T (CITY SILTS j 1 1041 118IT AND ` W THAN SO / CL CLAYS / / M INOR410 CLAM OF Low TO r10Wr [CITY, SNAVILLY CLAYS, SANDY CLAYS, SILTY CLAYS, LIAR CLAYS I 1 1 OL ONSAINIC ORI S CLAYS 0 4 MO RPI.*1TICITY MH 1NORSANIC SILTS, 111CACl0US On DIATO8AC[OUS FIN[ SAND OR SILTY SOILS SILTS 110010 LIMM? L � AND mum THAN SO C FI CLAYS I40MA41C CLAYS 01 41441 ►L ASTICITY, FAT CLAYS OH 041ANIC CLAYS OF 810108 TO NEON FLASTICTY, 011ANIC SILTS := 1!y� 1 • HIGHLY ORGANIC SOILS': . F { PT P141, N0MUS, SNAMF 1011.4 PITH HMI 1111SA41C CON NOTE DUAL 1141011 A41 1.410 TO INDICAY[ 10RDIILINI 1011 CLASSIFICATION! BOIL CLASSIF CHART UNIFIED SOIL CLASSIFICATION SYSTEM •SASS • MMws • Geo = Engineers Alfred Croonquist Architects 600 University Street One Union Square Building, Suite Seattle, Washington 98101 Attention: Mr. Al Croonquist GeoEngineers, Inc. 2405140th Ave. NE, Suite 105 Bellevue, WA 98005 Telephone (206) 746.5200 Fax, (206) 746.5068 RggE Mt 2 9 in MAHAN & DESALVOI - ode V' RECEIVED CITY OF TUKWILA MAY 0 4 1990 PERMIT CENTER MAY 1 4 1990 MAHAN & DESA vi ' uli d G6iechnlcal 1990 ! Engineers and 3404 the sign Ghee\ 3t) ,' •,i •r � cs Qs Sta ti,Bt c)tn - ,,�t %`.'t_r�t ca oi t`1 ` Cj, LS (NBC F le %W;. "• ,,,rNS -.1 pi��''� Report ,tei' i apV" -._ Geotedhni90 'C641WStation Proposgd Warehouse Expan$.ion -~ Southcenter Sputh •trial Park Tukwila\ Washington, W.W. Grainger ., . -..• File No. 1963- 001 -B01 INTRODUCTION The results of our geotechnical consultation for the proposed expansion of the W.W. Grainger warehouse in the Southcenter South Industrial Park in Tukwila, Washington, are presented in this report. The warehouse is located on the southeast corner of the intersection of Todd Boulevard and Olympic Avenue South. The scope of our services is described in our proposal dated March 16, 1990. Our services were authorized by Mr. Al Croonquist of Alfred Croonquist Architects on March 20, 1990. Mr, Jack Tuttle of our firm directed the original geotechnical study and construction monitoring for the existing 220 -foot by 180 -foot dock - high warehouse building while with another firm. That work was accomplished in 1978. The preload fill placed during the original site preparation extended 25 feet beyond the south Mall so that subsequent preloading of the planned expansion area would not materially affect the existing building. We understand that present plans are to extend the dock -high building 100 feet to the south, with a possible future addition area extending ■•■• RECEIVED APR 3 1990 ALFRED CROONQUIST ARCHITECTS is \ 0 Geo�O Engineers Alfred Croonquist Architects April 2, 1990 Page 2 50 additional feet to the south property line. A new parking area will be provided on the west side of the expansion. Details of the near -term expansion are shown on foundation and floor plans provided to us by Alfred Croonquist Architects dated March 2, 1990. The purpose of our services is to review available subsurface and construction information for the original building and to develop recommen- dations for earthwork, preloading and foundation design for the expansion areas. No field explorations have been accomplished by our firm in the expansion areas. We have made a judgmental assessment of probable soil conditions based on a nearby boring and test pits by another firm, and construction and performance information for the original building. SITE DESCRIPTION The original building was constructed in 1978. The building area was preloaded to a height of 2 to 21 feet above floor slab subgrade level. The full- height preload extended 25 feet south of the building into the proposed expansion area. Following construction, the fill that was placed in the expansion area was graded to about floor level immediately adjacent to the building and crowned to slope both to the sides of the building and to the south away from it. Settlement of the exterior walls of the original structure appears to have been relatively uniform and within acceptable limits, based on observations we made on March 15, 1990. The expansion area is now covered with small brush and tall grass. Subsurface conditions in the expansion area were explored by Dames & Moore in 1978. These explorations indicate that the site is underlain by alternating layers of loose and medium stiff sandy and silty alluvial soils, some of which are moderately to highly compressible. The alluvial soils become medium dense below a depth of about 20 feet. CONCLUSIONS AND RECOMMENDATIONS We conclude that site preparation and earthwork procedures similar to those used in the original construction will be appropriate for foundation and floor slab support of the near -term and future expansions. Additional fill will be required to establish floor grade in the new area. A preload GeolOEngineers Alfred Croonquist Architects April 2, 1990 Page 3 program will be necessary so that postconstruction settlements will be within tolerable limits. Monitoring by our firm will be necessary during construction to assess the adequacy of preloading, general earthwork and foundation preparation activities. Site preparation and earthwork should be accomplished during prolonged dry weather in the same manner that was used for the original building. All vegetation should be removed from the expansion areas. Existing fill in the expansion area should be graded to a uniform thickness over the entire expansion area and thoroughly compacted before placing additional fill. The excavation and replacement of native soils recommended below for perimeter footings should be accomplished prior to placing additional building pad fill. All new structural fill should consist of clean sand and gravel containing less than 5 percent fines (material passing the No. 200 sieve) by weight, relative to the fraction passing the 3/4 -inch sieve for placement in wet weather. For placement in dry weather, a slightly higher percentage of fines can be allowed. The fill should be compacted to at least 95 percent of the maximum dry density determined in accordance with the ASTM D -1557 test method. Structural fill should be placed in 10 -inch -thick loose lifts and should be placed up to a level of at least 4 inches above floor slab subgrade level. Preload fill should be placed over both the near -term and future expansion areas to a minimum height of 2 feet above floor slab subgrade level. The toe of the preload fill should be located no closer than 20 feet from the south wall of the existing building. On the east and west sides of the expansion areas, the preload should extend for full height at least 5 feet beyond building lines. It will not be possible to place preload fill to full height to 5 feet beyond the south limit of the future expansion because of the property line. In this area, we recommend that the toe of the fill be carried to the property line and that a preload fill be placed to 4 feet above design floor grade along the south limit of the future expansion area. The width of this elevated preload fill- should be 15 feet 10 Geo 0 Engineers Alfred Croonquist Architects April 2, 1990 Page 4 as measured from the top of the slope at the south limits of the fill to the point where the preload fill is sloped to the remaining preload grade on the north side of the berm. The results of the initial construction indicate that much of the settlement will occur fairly rapidly. We expect that settlements under the weight of the building pad fill plus the preload will be about 2 to 3 inches. The major portion of these settlements should be complete in about two to three weeks. We recommend that the magnitude and rate of settlement during preloading be monitored by installing at least four settlement markers within the expansion areas. The markers should be installed after the area is cleared of vegetation and the existing fill is regraded, but before any new fill is placed. The markers should be surveyed before any new fill is placed, on a twice - weekly basis during filling, and at weekly intervals thereafter. Settlement readings should be provided to us as soon as possible after each observation so that we can maintain an up -to -date plot of the information and advise when the preload can be removed. We recommend that wall footings be supported on a minimum thickness of 2 feet of structural fill and column footings on fill extending 3 feet or to 1/2 of the footing width below the base of the footing in order to reduce both total and differential settlements. The subfooting fill pad should extend outward from each side of the footing a horizontal distance equal to the depth of the fill pad beneath the footing. An allowable bearing capacity of 2500 pounds per square foot may be used in design for footings supported as recommended. This value applies to the total of dead plus long -term live loads. A one -third increase in the allowable bearing pressure may be used when considering short -term loads such as wind or seismic loads. Exterior footings should be founded a minimum of 18 inches below the lowest adjacent finished grade. Interior footings may be founded at a minimum depth of 12 inches beneath the floor slab. The minimum widths of individual column and continuous wall footings should be 3 feet and 1% feet, respectively. aS7n;71 r10,+•!' Raw .r'T,'.['Y *,"�SM. f ' _. , T . -J ......- A OPOOMMIEVMMMMMWMPWWSPff 1 Geom OEngineers Alfred Croonquist•Architects April 2, 1990 Page 5 We expect that footing settlements will be on the order of 1/2 to 3/4 inch. Differential settlements of up to 1/2 inch could occur between adjacent unequally loaded footings. A major portion of the settlements are expected to occur as structural loads are applied. The floor slab may be supported directly on the sand and gravel structural fill pad. We expect that floor slab settlements on the order of 1/2 inch could occur. We recommend that a representative of our firm be present during earthwork and footing construction. Our representative would observe the excavations for footings and the placement and compaction of structural fill. A sufficient number of in -place density tests should be performed as the fill is being placed to evaluate whether the specified compaction is being achieved. We appreciate the opportunity to provide this consultation. If you have any questions concerning this report, please contact us. GMB :HRP :ia o Four copies submitted Yours very truly, gineers, Inc. on W. Koloski Principal g41-1-4 "e--10•e Herbert R. Pschunder, P.E. Senior Engineer i 11' I1 ECliV Fp ' CITY h v im AUG 1 0 1990 PERM ir CCNrtl7 Prepared by PAC -TECH Engineering, Inc. 6100 Southcenter Blvd., Suite 100 Seattle, . 98188 (206) 243-7112 Job #50606 July- City of Tukwila Engineering Department 6200 Southcenter Boulevard Tukwila, WA 98188 Attention: Reference: Mr. Ross killer Engineering Review W.W. Grainger Building Expansion DRAINAGE REPORT July 2, 1990 Job #50606 Existing Conditions The object site lies in the Southcenter South Industrial Park, in the Southeast Quarter of Section 35, Township 23 North, Range 6 East. The parcel lies southwest of the intersection of Olympic Avenue South and Todd Boulevard. The 3.0 acre site is currently occupied by a 39,000 square foot warehouse with related parking and landscaping. The southern 150' of the property is currently covered with tall grass. Grades on the site are extremely flat ranging from 0.5% to 2.5 %. The developed portion of the site is currently collected and directed to the existing enclosed storm drain system within Todd Boulevard. Please see downstream analysis portion of this report for a detailed description of the off -site system beyond this point. The undeveloped portion of the site contains several low lying areas which produce some slight ponding prior to site surface water discharge. Runoff from this portion of the site flows in several directions with a general fall to the south (See exhibit""A" Existing Conditions). Proposed Condi tions The previously developed portion of the site will receive only minor adjustments to the existing parking lot. No increase in surface runoff will occur from these site improvements and lot grading will remain unchanged. Proposed improvements include the expansion of the existing warehouse to the south. Building expansions will occur in two phases with approximately 17,300 square feet of building space and the entire parking lot expansion occuring under this phase of construction. The second phase of construction will include the additional expansion of the building to the southern boundary of the site (approximately 50 feet) . Surface runoff collection will be addressed under fully developed conditions. On -site detention will not be provided per King County Surface Manual core requirement #3, exemption No. 1 (attached). The calculated 100 -year, 24 -hour peak runoff rate generated from the proposed additions (Phase I and II) will not increase by more than 0.5 cfs from the existing conditions. 100 -year peak runoff rates were developed using the "Waterworks" software, provided by Ingenious Systems, Inc. Per discussions with the City, conveyance calculations are based on a 25 -year, 6 -hour storm event., computer input, and generated output is included in the calculations portion of this report. Due to site constraints, bio- filtration will not be provided. The exisitng finish floor elevation will be matched and requires that the parking lot be approximately 1' to 2' below the adjacent planting islands. For this reason, gravity flow from the asphalt can not be directed to swales located in the perimeter landscaping. In order to reduce the impact to downstream water quality, an oil water separator has been provided on the site. The basin has been located at a point which will collect runoff from the entire site paved area, including those portions not effected by the expansion. Downstream Analysis Site discharges enter the existing enclosed storm drain system at the intersection of Olympic Avenue South and Todd Boulevard in the northwest corner of the site. Flow travels across Todd Boulevard in a 90 foot 18" storm drain. Runoff is then directed east for 600' in a 30" drain. Flows go south from this point for 750' in a 42 ", 550' in a 54 ", and 3050' in a 60" storm drain. At this point the enclosed system outlets into an open channel running to the east. Flows then enter "twin" 60" culverts and travel under SR 183 into the City of Kent. The storm drain system was not followed beyond this point. No signs of existing problems were present during our site visit and downstream walk. Standing water and base flows within the 60" outfail culvert was ]2 "+ during our site visit. A high water mark was noted about 1' above that level. The existing system appears to be oversized and adequate to handle a large -event storm water runoff under existing conditions. The proposed development will not significantly increase these discharges. No signs of inadequate capacities or adverse impacts from erosion or scouring were encountered during site visits. impacts to downstream and adjacent properties will be minimal and no adverse effects from development are anticipated. The expansion shou]d proceed as proposed. Sincerely, S. Samuel. Hemenway Design Engineer 1 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL Exemptions From On -Site Peak Rate Runoff Control On -site peak rate runoff control will not be required for a proposed project in the following situations. (1) Negligible Peak Runoff Rate Increase *: o The proposed project site post - developed peak runoff rate for the 100 -year, 24 -hour duration design storm event is calculated to be less than 0.5 cfs more than the pre - developed peak runoff rate for the proposed project site existing runoff conditions. OR o The project proposes to construct 5,000 square feet, or less, of new Impervious surface. *Proposed projects in designated critical drainage areas requiring stricter peak runoff rate or runoff volume controls shall not qualify for this exemption. OR (2) Direct Discharge: ** The proposed project will discharge surface and stormwater runoff without on -site peak rate runoff control directly to: A Regional Facility. Direct discharge of surface and stormwater runoff to a regional facility will be allowed if: the facility has been demonstrated to adequately to control the proposed project's increased peak rate of runoff by an adopted King County basin plan or by a detailed drainage analysis approved by the SWM Division; the facility will be available by the time of construction of the project; AND, the conveyance system between the proposed project and the regional facility will be adequate for the proposed project's design peak runoff with no significant adverse impacts. A Receiving Water. Direct discharge of surface and stormwater runoff to the following receiving waters may be allowed. Proposed projects that require Master Drainage Plans (see Special Requirement #3) shall demonstrate no significant adverse impacts from direct discharge to a river. Cedar River Green /Duwamish River (below river mile 6.0, F.E.M.A.) Puget Sound Lake Sammamish Sammamish River Skykomish River Snoqualmie River Lake Washington White /Stuck River A Lake, Wetland or Closed Depression. See Special Requirement #8: Use of Lakes, Wetlands or Closed Depressions for Peak Rate Runoff Quantity Control, in Section 1.3.8. The applicant should note that many lakes, wetlands or closed depressions will not qualify for this exemption. * *Projects qualifying for Direct Discharge must meet the requirements of Special Requirement #5: Special Water Quality Controls in Section 1.3.5. 1.2.3 -5 1/90 w,w CiRAIfk I PREPARED BY: CHECKED BY: DATE: '7.3 -cb SCALE: PAGE PAC-TE(TH ' Engineers / Planners / Surveyors 2601 S. 351h - Suite 200 / Tacoma, WA 98409 / 473 -4491 Seattle 623.5736 / Gig Harbor 851 -3033 6100 Southcenter Blvd - Suite 100 / Seattle, WA 98188 / 243 -7112 3721 Kitsap Way - Suite 4 / Bremerton, WA 98312 / 377.2053 A'K 1Z-11 OFF A 1-l4 'S f S r" Cre- AMs'tVZS (p". -4 .a " ) XIS`'/ GoND /T /bMi. 7V 4 A: 0,96 Ac. a oto A .. 0, 84 . k c A I.-0 LL/ r/A' S - 1MP12.-+i/o1.)5 FOR: ex" 1Bn rA„ vNDGvb-zo lM PEQV /DVS PE12-Viavt Mer/cw OF Si tE' d/v �rrAC -HE.t› 7N2t.c - 'F Mc/lot- >u�zr -rt c t-tHo ueN . it . 1S L.► -E'l r 'r'14 . /JEW Fhl.l.. So /LS . NA uE eib3 A DDC'D TA O 1G /Nf+L. CD /t..t 7 /!E . SOLL..� /ND / Coq re o// *i.e.. , So /G SvW Mg P.S NAY f5e U LASE. b 'f 0 oa'r* /4/ A .G-0N se rv- 1/4 TivE . VW L.VE, /So 5H T Ft-D ) (? /, 7 y 2--lo, mi 4 JOB NO. OF ' '] 177;V L-0P GOND/ 7'itMJ5 $ o R C4 2,v 5 E" vA - ye — ✓A W 4 e-ell tA14S ASS v M cfl /ti Pe-/ZV/ Ot/S 5 , nit 6 V,* 4. vv /S G'6 c:/✓7'/ A- -t r Co 42E Gtr ',Biz- 04 L/C(' <- An- 74rC.Ap Ex AA? kr H 14.) ti. 'wc ;. r /.t// i +'JA - c. ( ce-t: ice= ve - 1e+ Go//I/ r7 P-A S - Fx4-1 IT CN =�S 300! cruTTE.12. P► ft-oW . D,9 MiN . File Basin Hydrogrcph Storage Discharge ' „_eve1 pool 3MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMI1MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMB 3 • INPUT, MODIFY OR BROWSE DATA 3DESC :RIPTION : EXISTING SITE 3AF :EA (acres) 3RAIN PF :EC: I F' (in) . 3TIt•1L-" INTEF :VAL(min): 3T1 M E OF C :ONC: (min) : 3RAINFALL SELECTION: 3ABSTRACT COEFF 3BASE FLOW (cfs) 3STORM DUF: (hrs) 3PERV I OUS PARCEL 3AREA: 0.840 acres 3C :N 86.00 b:l 3 SUMMARY DATA 3F'EA HYDROGRAF'H TIME: 3F'EAK HYDF :O►3PAF'H FLOW: 3AREA (acres) 3RAIN PF :ECIF' (in) : 3TIME INTEF :VAL(min): 3TIME OF C :ONC: (min): 3RAINFALL SELECTION: 3ABSTRACT COEFF 3BASE FLOW (cfs) : 3STOF :M DUF: (hrs) . 3F'ERV I OUS PARCEL 3AREA: 0.000 acres 3C N . 90.00 BASIN ID EX1 SBUH HYDROGRAPH 0.900 4.00 10.00 26.61 1 0.20 24.000 0.900 4.00 10.00 0.99 1 0.20 0.000 24. 000 IMPERVIOUS PAR►_ EL AREA: 0.060 acres CN 96.00 8.00 hrs 0.4050 cfs 3DESC :RIPTION : DEVELOPED SITE 3TOTAL HYDROGRAPH VOL: 0.1971 ac -ft 3 HOME END F1:Find F2:New F3:Get F4: Tc -C:a l c F5:Delete 3 3 Pgup Pgdn FS: Compute F7: F8: Method F9:Template F10: Ex it TMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM IMPERVIOUS PARCEL AREA: 0.900 acres CN : 98.00 3 SUMMARY DATA 3F'EAK HYDROGRAPH TIME: 7.83 hrs 3F'EAF( HYDROGRAPH FLOW: ' 0.7791 cfs 3TOTAL HYDROGRAPH VOL: 0.2824 ac-ft 0. cc-5 - 041 Gr (2,3 GF 5 RAINFALL CHOICES 1. TYPE IA T'YK'E: 1 3. TYPE II 4. TYPE IIA 5. TYPE 3 6. USER 1 7. I(C 7 DAY 8. CUSTOM RAINFALL CHOICES 1. TYPE IA 2. TYPE I 3. TYPE II 4. TYPE IIA �. TYPE 3 6. USER 1 7. KC: 7 DAY 8. CUSTOM DE AZf A /OO %o IMPe4 VK)V S {c.y , TYPE "C" File Basin Hydrograph Storage Discharge Level pool 3MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMB 3 INPUT, MODIFY OR BROWSE DATA 3 BASIN ID DV 1 SBUH HYDROGRAPH 3 r'1 3 v, 3 3 3 3 3 ^ 3 3 3 3 u 3 3 HOME END F1:Find F2:New F3:Get F4:Tc -Calc F5:Delete 3 3 Pgup Pgdn F6:C :compute F7: FS:Method F9:Template F1c :):Exit TMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM> KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL FIGURE 3.5.1H 100 -YEAR 24 -HOUR ISOPLUVIALS 100 -YEAR 24 -HOUR PRECIPITATION 3.4 ^ ISOPLUVIALS OF 100 -YEAR 24 -HOUR TOTAL PRECIPITATION IN INCHES 0 1 2 3 4 5 6 7 5 Mlles ;AmC • 13 • , 23 111 SITE Ur w or t Drive h' . r ;t . R AVEL PIT ZS C =tt •• ;S AgD •(: : SDI LS Nk = Nookso-k 5 loa TYPE SC,s INI- GOUMTY Sol LS VC'( SCS WESTERN WASHINGTON RUNOFF CURVE NUMBERS (Published by SCS in 1982) Runoff curve numbers for selected agricultural, suburban and urban land use for Type IA rainfall distribution, 24 -hour storm duration. LAND USE DESCRIPTION CURVE NUMBERS BY HYDROLOGIC SOIL GROUP AB CD Cultivated Iand(1): winter condition 86 91 94 95 Mountain open areas: low growing brush and grasslands 74 82 89 92 Meadow or pasture: t 65 78 85 89 Wood or forest land: undisturbed Wood or forest land: . young second growth or brush Orchard: with cover crop 42 64 76 81 55 72 81 86 81 88 92 94 Open spaces, lawns, parks, golf courses, cemeteries, landscaping. good condition: grass cover on 75% or more of the area fair condition: grass cover on 50% to 75% of the area 68 80 86 90 77 85 90 92 Gravel roads and parking lots Dirt roads and parking lots 76 85 89 91 72 82 87 89 Impervious surfaces, pavement, roofs, etc. Open water bodies: lakes, wetlands, ponds, etc. 98 98 Q 98 100 100 , I 100 Single FamNy Residential (2) Dwelling Unit /Gross Acre % Impervious (3) 1.0 DU /GA 15 1.5 DU /GA 20 2.0 DU /GA 25 2.5. DU /GA 30 3.0 DU /GA 34 3.5 DU /GA 38 4.0 DU /GA 42 4.5 DU /GA 46 5.0 DU /GA 48 5.5 DU /GA 50 6.0 DU /GA . 52 6.5 DU /GA 54 7.0 DU /GA 56 Planned unit developments, % impervious condominiums, apartments, must be computed commercial business and Industrial areas. Separate curve number shall be selected for pervious and impervious portion of the site or basin TABLE 3.5.2B SCS WESTERN WASHINGTON RUNOFF CURVE NUMBERS 3.3.2.3 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL For a more detailed description of agricultural land use curve numbers refer to National Engineering Handbook, Section 4, Hydrology, Chapter 9, August 1972. Assumes roof and driveway runoff is directed into street /storm system. The remaining pervious areas (lawn) are considered to be In good condition for these curve numbers. Ru,toi Cvg No 's (cN 1/90 PREPARED BY: CHECKED BY: ?-141 DATE: 7.3-9U SCALE: l PAGE 1 PAC-TErII Engineers / Planners / Surveyors 2601 S. 35th - Suite 2001 Tacoma, WA 98409 1 473-449 1 Seattle 623 -5736 I Gig Harbor 851 -3033 6100 Southcenter Blvd. - Suite 1001 Seattle, WA 981881243-7112 3721 Kitsap Way - Suite 41 Bremerton, WA 98312 1 377.2053 A z. Co c,/V `tY 4 AJC.C FOR: l� 1� 2. t Vg A lv r � T f, - a:S"Ee' ?. K 1 Ti l 1 �` c-L�G. FLAIL/A,/ ✓EV /. &. r x t - t - 7 P'/ Ps G4 F I .. /I'! y a, i r:p ! . ', ', u e P;'$ „ " O, 4 ') 12 @ 0 , 7 7 4 2. lea c.0* IZ... `t-' '. 501E'r:5 , 13 ro 1 Foe. coA.4 r '/ - t . ©c/Tic'ar 1 • Su MI MIlie-Y or ' t5CI TS -. A f. p r7 c,rr 5 /,• D �✓ c r5 5.A.) e+ !.-. riZ ere' '4 ►J pe 4. -� � j - E/En.r Suer: A'- . E r+f7A/Th /A/4 Oil 4 [r OG L.. V /A./ 7/7 r� iz e- r A. 4 (_ r , . TNr Ft= EGTS w#24) A c. 1 4 1- t5• r PA/D //4 WI c. /VE64.lc5f!?G p✓� Tb 14 , ¢ - , v , P F / N / S y / ' G O O D . 1,..t V A r /0/./ C,. (XL.2. e JOB NO (401 � f I T JaOSt✓ P/ r Ix '% M 1 /4C 77 T:-% C 7 - {'t r f c. ( M 1 A rip 51-orE .1WEge • tNc. C- t Fiore. 1 -F rx t 7 7,x/4 SY‘T: M 3,4 /MS USE:b' 1M C>'T"C'rL /Al /'!q 5c.44•,412 +Arair -t VtLt Dem- LL-1 Toe /E -Q Gp.)T> / "7 ta✓l!J'. A- . CA, . . Vfl`Lv bF' .8 Wh'S (7 OF i 25 -YEAR i-NOUR PRECIPITATION - - l/ - tSIROV LS OF 25-fEU $-NOUS MECIFITIMON TOMS OF AN INCH PIM figure E,-S $[AL [ 0 SNOPIONISH COUNTY Orwtl f�J Comities �l �6 /\/~'~� � ^ � �` ��� � �� //^J �y �-'7 y�`\� ���- File Basin Hvdrograph Storage Discharge Level pool 3 INPUT, MODIFY OR BROWSE DATA 3 3 BASIN ID DV11 SCS UNIT HYDROGRAPH METHOD 3 3DESCRIPTION : DEV EASTERN BASIN 3 3AREA (acres) : 1.250 3RAIN PRECIP (in) : 1.60 3TIME INTERVAL(min): 10.00 3TIME OF CONC (min): 5.00 3RAINFALL SELECTION: 6HR 3ABSTRACT COEFF : 0.20 3BASE FLOW (cfs) : 0.000 3STORM DUR (hrs) : 24.000 3PERVlOUS PARCEL 3AREA: 0.000 acres 3CN : 80.00 3 SUMMARY DATA 3PEAK HYDROGRAPH TIME: 3PEAK HYDROGRAPH FLOW: 3AREA (acres) 3RAIN PRECIP (in) : 3TIME INTERVAL(min): 3TIME OF CONC (min): 3RAINFALL SELECTION: 3ABSTRACT COEFF 3BASE FLOW (cfs) : 3STORM DUR (hrs) ••1 3PERVIOUS PARCEL 3AREA: 0"000 acres 3CN : 80"00 IMPERVIOUS PARCEL AREA: 1.250 acres CN y : 98.00 1.750 1.60 10.00 5.00 6HR 0.20 0.000 24.000 2.83 hrs 1.0521 cfs 3DESCRIPTION : DEV WESTERN BASIN IMPERVIOUS PARCEL AREA: 1.750 acres CN 98.00 RAINFALL CHOICES 3 1. TYPE IA 3 2. TYPE I 3. TYPE II 4. TYPE IIA 5. TYPE 3 6. USER 1 7. KC 7 DAY 8. CUSTOM c�]� �� x � / k ' 3TOTAL HYDROGRAPH VOL: 0.1436 ac-ft 3 HOME END F1:Find F2:New F3:{�et F4:Tc-Calc F5:Delete 3 Pgup Pgdn F6:Cumpute F7: F8:Method F9:Template F10:Exit TMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM) File Basin Hydrograph Storage Discharge Level pool 3MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM8 6� � INPUT" MODIFY OR BROWS DATA � BASIN ID I)V10 SCS UNIT HYDROGRAPH METHOD 3 3 • /ou RAINFALL CHOICES • AINFALL CHOICES 1. TYPE IA 2. TYPE I 3. TYPE II 4. TYPE %%A �5. TYPE 3 6. USER 1 7. KC 7 DAY 8. CUSTOM %����//� �� �� /&��° � L �� 0") 3 � 3 SUMMARY DATA 3PEAK HYDROGRAPH TIME: 2.83 hrs 3PEAK HYDROGRAPH FLOW: 1.4730 cfs 3TOTAL HYDROGRAPH VOL: 0.2010 ac-ft 3 HOME END F1:Find F2:New F3:Get F4:Tc-Calc F5xDelete 3 Poup Pgdn F6:Compute F7: F8:Method FS:Template F10:Exit TMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM> File ,Basin Hydrograph Storage Discharge Level pool 3MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM8 3 INPUT, MODIFY OR BROWSE DATA • 3 'BASIN I D DV 1 1 . -SC:S UNIT HYDROi3RAPH ME1HOD 3DESCR1 F'T I ON : DEV SOUTHEAST BASIN. 3AREA (acres) : 1.100 3RA I N F'REC I P (in) : 1.60 3TIME INTERVAL(min): 10.00 3T I ME OF C:ONC " (min): 5.00 3RAINFALL SELECTION: 6HF: 3ABSTRACT COEFF : 00.20 35ASE FLOW (c f s ) : 0.000 3STORM DUR (hrs) : 24.000 3 3PERVIOUS PARCEL 3AREA: 0.000 acres 3CN : 80.00 3 • 3 SUMMARY DATA . 3PEAI< HYDROGRAF'H TIME: 2.83 hrs '3PEAK HYDRO)3RAPH FLOW: 0.9259 c f s 3TOTAL HYDROGRAPH VOL: 0.1264 ac -ft 3 HOME END F1:Find F2:New F3 :ret 3 F'gup Pgdn F6:Compute F7: F8:Method IMPERVIOUS PARCEL AREA: 1.100 acres C:N • : 58.00 RAINFALL CHOICES 1. TYPE IA 2. TYPE I 3. TYPE II 4. TYPE IIA 5. TYPE 3 6. USER 1 7. KC: 7 DAY B. CUSTOM F4: Tc -C :al c F5: Delete F9:Template F10:Exit 3 3 3 3 ■ 3 TMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM> .1 GIB IS .o • agi EXISTING BUILDING rtgV O• g+ A .. GED •■••■•••ri W.W. GRAINGER BUILDING EXPANSION x I ST' N6- C.-47/4/Z) / r/ "NS �}CFFi "Ake MATCH EXISTING ASPHALT EX. CAT al 614541.1 .59 2.7 ;0.57, as IM� 2 } D..S'EYPE. II., I E.• IS.7& MELD VEJCIrYO 10 UTILITY OVERFLAWr zI.O n EASEMENT 17' JOILfl UbE FIRELZ*UE EXIST. I . • 21.20 CONNECT TO NC ALUMINUM EOOI DOWNSPOUT' d C4rcA1 e.1. uJ AIM + L2.9�� lZ'IE Al. • 18.95 •�� S'IE.a. • 19.04 /' L'IEE•I9.1Z a IIIMO IMO 220 119" ROOF GRAIN O.•yf CONSTRUCTION NOTES © TIGHtI.JNF DRAIN AROUND EXISTING GAS METER AND STAIRS. MAINTAIN (L MINIMUM SLOPE. O .. FILL AGAINST' FOUNDATION AS REQUIRED TO PROVIDF POSITIVF FLOW AWAY FROM BUILDING AND MAINTAIN 0.5 FOOT MINIMUM COVER OVER ROOF DRAIN. 3O. AFTER REMOVAL OF PRELOAD, GRADING SHALL PROVIDE POSITIVE FLOW FROM BUILDING. O CONNECT TO EXISTING 10 INCH ALUMINUM PIPE AS SHOWN. EXISTING PIPE BEYOND CONNECTION POINT SHALL. 115 PLUGGED AND ABANDONED IN PLACE. 55. INSTALL CB OVER EXISTING 8 INCH PIPE. CB SHALL BE FITTED WITH OIL /WATER SEPARATOR (SEE DETAIL SHEET 2) REFER TO NOTE 6. 6O. REPLACE R INCH PIPE FOND CB 11 WITH 12 INCH CMP TO EXISTING 12 INCH CMP CONNECTION. ADJUST EXISTING UTILITIES IN EASEMENT AS NECESSARY TO ACCOMMODATE LARGER PIPE DIAMETER. (E) *NOTE 0.67 FOOT MINIMUM COVER OVER B ORM LINE. CONTRACTOR TO TAKE ADDED PRECAUTION TA ENSURE P' OPER BEDDING COMPACTION TINDER DUCTILE IRON PIPE. TRENCH ONSTRIICTION SHALL BE PER W.S.D.O.T. STANDARD PLAN R -lRC FO BEDDING UNDER FLEXIBLE PIPE. L01 ATE UTILITIES WITHIN EXISTING EA FM :NT. ADJUST ELEVATIONS REQUIRED PRIOR TO GRADING 'IO BASE • AISE. p . MATCH'EXIRTING PAVEMENT. PATCH PAV OF TUNWILA STANDARDS (SEE DETAIL S EXISTING ASPHALT TO BE REMOVED AND RE RADED AS SHOWN. I1 INSTALL EXTRUDED CONCRETE: CURS OVER EX;STING PAVEMENT. REMOVE ASPHALT FROM ISLAND INTERIORS FON LA. TING. 02 INSTALL CONTINUOUS CURB AND SIDEWAEX P ;K ARCHITECTURAL PLANS. PATCH EXISTING PAVEMENT AS REQUIRE b. ECC 1 .ME/T AS REQUIRED PER CITY EE 2). I I4EW E�/c RAMP as 10' RJNLR t c RE.SERVAT1oI•J PAVEMENT PATCH PER CITY OTANPARO EX.c4rtN &CSILI -R/M• .1b 8 "( E. N. • 10.36 8" (E.3. • 7.4 .64 PROP 8"1.E.•20.66 CONNECT CpW•JSPOUT TO E.•- ISTiNG CSEE Al2CH PLANS) LOwsP. I E. = 22 ao P-ECMZECT �.0 AS SNOWIJ EXISTING BUILDING FIN FL 26.58 ,- 1. 7 _ ' - 1 EXIST. 6' ALUMINUM ROOF. OILAIN TO we I EMOVEO Aio 1\c. r IbT• I.e. • 21.Ot CONNECT OWM EXISTING TO EISTING o6L 0e-TAIL A¢GH. PLANS) INSTALL 5'CONC WALK CURD SLoPj TO ExISTINCI 7 ti R EXI vAu 111■11110. flab JEW bl/G RAMP F..� .�.�..... • . artu 64.5/0 RfM• b "sE. N.• W.94, IE.S. • :Go .b4 PROP 6 "I.E.•20.56 - _L Z7.0- B" ROOF DRAIN 0.•$7. NOTES STING GAS MF.TFk AND STAIRS. )UIRED TU PROVIDF POSITIVE FLOW IN 0.5 FOOT MINIMUM COVEk OVER 1NG SHALL PROVIDE POSITIVE FLOW IIMINUM PIPE AS SHOWN. EXISTING TALL BE PLUGGED AND ABANDONED IN H PIPE. CB SHALL BE FITTED WITH IL SHEET 2) REFER TO NOTE 6. 11 WITH 12 INCH CMP TO EXISTING F EXISTING UTILITIES IN EASEMENT ARGER PIPE DIAMETER. OVER R ORM LINE. CONTRACTOR TO IURE p' OPER BEDDING COMPACTION ENCH ONSTRIICTION SHALL BE PER RC FO BEDDING UNDER FLEXIBLE [NO EA EM BASE • A 'H PAV ME AILS EE D AND RE OVER EX FOR PLA DEWAIif P QUIRE NT. AD1UST ELEVATIONS SE. T AS REQUIRED PER CITY 2). RADED AS SHOWN. S TING PAVEMENT. REMOVE TING, R ARCHITECTURAL PLANS. 10' RAILRAA6 RESERVA.T10•4 EXISTING BUILDING FIN FL 26.56 A 1 ! A 1 �L E XIST. G" ALUMINUM ROOF* DRAIN TO HE i2 e.MOVED l . J 0 is‘e OM. OW CONNECT R7WN5POUT TO ST WC. Cs EE ARCH PLA NS) 1-OwEP I E s x2. R - GD112f'_GT R..0 AS SHON/N EXIST. I.E.. 21.01 CONNGGT IPpOWN9POUT To EXISTING (066 pETAIL A¢cH• PLANS) up DOWNSPCLIr LOG AT I ON I E • Z ' 100'- 8' ROOF DRAIN 0.5% ti r Pi2OPOSED PAI21NINIG, y7 9 t $ INSTALL S' CONC WALK EXISTING POWER BKIETING STREE e 2 SLOPE CURE Cr(P) TO E`XIS'TING VAULT 10 REMAIN LIGHT 10 ENE RELOCATED BY OTHERS a FUTURE BUILDING _ .p YpeNRInN - -- 0 A ATV%Z X ,r j1 = gip B" ROOF @0 5k I BEYDNL FOE. Fl EXPAI.1' COI.IFJC I. E. •2 z _ 3 0 TYPICAL 20' WIDE R/W E -MT U. C6R1E R• d0,;0. I , 0943' 5 � � ' � \� \ FUTURE ORAI' LI'.E r STUB JO' TA 11 8 12" ST';.' 44 5'0.0065 538' 60" 5.0.0008 54' 12" 5• ..:C4a 12" STU8 —55'R p05 27.50 LT C.C. 78 TYPE I 4A v. b, v • 0 <V q N , c, h .. M.H. 4 96" 229.4' 54" 5.0.0008 ..s. 12 /4PE 12" STUB 12.13.9 • S. • 4�'T�LTTY EASEMENT -' °--- 16 32'-30' "."0.0Q0.8— P = :8.:0 !. • !1.23 /l AE JF.W U • 90''iG' :U N . 87.50 • 137.44 a 4 VD , ' _ . �2 26.§1 __.. C.C. — J. 74 TYPE II 3•15.61 25.67' C.B. 7 TYPE II 72" 55'R- E40 THIS E -2 C':RB sT WiDIUS I 510-, 2..57 7.T ii '3 44' q ; te 14 w ' ,I j u WEST VALLEY HIGHWAY R E \ 9'44p 90'00'00" 116.50 183.00 IQ 12' STUB. 2 0 u • I .' * N tl 1el V Ca la 12 R 312.12' M.N. 3 96" • N L i'•r 12" STUB -- 12" 5 TUa R/W 12' STUB. E 7 • • • • • f@TtRE 87.A IS 1R 17 1.3'4 f 12 .o e r. -..... 3 — 3 M.H. 3 96" If* ti / h • � M.H. 4 96" . "229.4' 54" 54.00080 • —CL CURVE DATA L ; �. 00 0 • 66.87' . 79'47 '00 538' 60" 5.0.0008 VOTE '1LL C.D. JY STREET STRUCTURE DETAJ� AC ' ` R FE ORq q � FACE OF SLOPED 0 RE H EADWALL FUTURE p , MA TC H i r .L .. ; , . T ��AT \ I2" SAN TA SEWER) ! N ' ' 1 1 N ( �, r I 1 � EXIS -� •. r 0 � 15 ltll I NI . • ' '. 2 2 S TRANSITION it .C.•12/21' d4'i 1.(4 S..SO, Fx TlNsi GRO Cx1 srJN0 M AN 60 ' sro WITH HEA I / V g '12' SO' 5'0.745 FXjsr p6 240" S ECT/ON CAN g A Y h.. !L�a' CONCgsT ` - .. EIHEADMAL( EXJSr1N0 L' C 4!lH0 j a / t "RIPRAP CC /L`VALLEY HIGHWAY EPESTERO 50" STDP11 SIN A .---- FUTU,E'8ANK ti r W, W, IorRAIINGr -R Ex N vE:A T "c" toevr t 7 of 17 JOB No. Jos NAME Ut.- Liat\ , ENGINEERS— NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522.6698 SUBJECT Cf1t1 2 1 12 -00.0 CAA- , L_ --9. GoMMzJJT IS 320 G: O J Li! / (5 I\ D D I Ti o )J , Gels um_ I` Ac -'S 2.3G11 .9x 90 Vs) 60. 6S K 1.4 @ Cc)144. gnc,p - 7//(„ si FILLET @ G. 9kf'►1, AU..oc... mt uE 1-6AD - 9 6. 9 14 /01,x / 33 77 69 I " - * ALC4c...,Iue . LA) At) OCc,uP..,S cIP !681 (AM re■ A-0Y .) �1tot2r� GIN N /w2 7th E@IEr.mg. COT 2 % 1990 G Q 2. V. ►, 4d Gr • 4 U i n Mt\ STZEN (J1 . 1! • 9 UC 2eDUC -7 t FOI AL- - , - EN /3 O) 'MP►X,. Ci-VIL D Go NN • VEG. S '25 AS 'S, 1S. .Nnr (ILL : ERIllwrgiril AUG 0 t 1990 MAHAN.& DESALVO INC MAHAN & DESALvU N �I that 117 PI�,n the n #�rslan .,�:�it'li'.v:it,:i �i�:•t; . • *, is AtY)1 Lit,.1% It11.4{ r, I.J(x0 -x)> DATE CJ✓ ��- l SHEET ,O/F BY PHIL �/ , 2.1t /Pr's ( i &(32 - 14,8) x 159' /8 ?4 1 ENGINEERS-NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 Joe No. 89"t-. Joe NAME teJ U G AN/0C e SHEET OF BY 'U V 5:feces . ► 37o La u it. nil.l Lj/ A Arai�tricsk‘Ac. 3& Apc rr 1 )r )4 1. HNN(11t C.ON>JE &JS. O/J 6( w• ( P t bore I A ctiogo DATE '7-2- Go Go/-4 Cr ow 1 • / - 3l4 (3ot_r! T A, 13 C'/' M- 2.2OLi 12t ,tcilo • 93x /O&r 8(0 5 7, ENGINEERS-NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N,E. - SUITE 205 SEATTLE, WA 98115 - (206)525 - 7560- FAX # (206) 522-6698 JOB No 89116 JOB NAME (N -../ �JQAu i(.E2 DATE 6"z SUBJECT 6u3. O/) ((LID I= L.r/ E,JbLuL c{ Ax,AL laUflUCV ] SHEET OF 1 CA 112 Gca kVN . BY PHIL V. ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 Joe No. efliva Joe NAME �.. /t-- - GpAINGEg DATE ' "10 SUBJECT SHEET OF. BY Ptbt. AUG 27 '90 11:27 ENGINEERS NORTHWEST 522 -6698 MATERIAL, DATA .c ipsil rebar (psis 3000 60000 LOAD1NB DATA unfactorod triad in (pail- 15.0 nut. (psi)* 15.0 .seisxic,., gaff 3 press (psi). 49,0 import farts 1.00 ledger I.l,(plf)s 100 DI (p1i)s 60 ecc (inl= 0.0 concentrated load LL(lb ;) - 0 DI (10:12 0 ecc finis 0.0 concentric load LL(plf)= 0 DL (p1f)n 6 noriz lead plf (+ inward)= 0 diet above ilocr(ft)- 0,0 REBAR BAIA Vertical 1 114 as "00 Horizontal min 1a "G / it (0,15 • Bottom of will I 1,6 9,2 26.59 . 2 • 1,6 -9,5 26,59 r 3 1.;, •7,:i x1 4 2.1 d.9i 2/.!;Y 5 2.1 -9.5 27.67 6 1.9 -7,8 7.;5 7 Y.,2 - 0,6 ' /.''t, 7e. LOAD CASES 11 :2l 3) 4) 51 6) Y. till, + I,;,i:I. inwar.l .901 +.1.3WL outward ,901. + 1.43E0 1.0501 4 1.2911 + 1. ?9WL inward 1.0501 a i.2(31L. + 1,20W! outward 1,0501. + 1,2811. + 1.4E0 1.4(x. + 1,71.1 LME.1.1W/E OCT 2 9 gyp! MAHAN & DESALVO, INC. NOTE D zli61NEGr,S- NORTHWEST CONCRETE JAMB DESIGN (version 3.0) 6 "369 zlnodlawn Ave NE 1989 UDC • Saattl2,Nashington • 99115. 15:44:45 00 -23 -1990 . n p., 100 = = = =o oasuasaaa=aasasa:aaa •A M8 DATA height (ft), width (in; th cane;s (in) add thickness (in) I: factor 10.00 16.00 • 0,25 SPANDREL DATA thickness(in) offset (in. + milord) 6.2 0.00 OPt;IlIN6(3 LEFT width (ft) height (it) SIGHT width (it) helot (ft) 4,0 6,0 • 4.0 6,0 . Sheet 4 _ of Wtf [WINGER WINDOW5 IN EXISTING PANELS . ielantlla.,rt.ta R. parapet ht (ft) 0.0f: 0,90 0.00 1.1 WseiGllfa I.! /seismic: LL h ?selsmicu rt 0 0 MOMENT AND Dt.FL'e'GT10N RE° -'J + inward -outward Case Pu (kips) Ni, (in-k) Phib'r1n (in-h) deii (in) Allow ,tefl(in) Comiments Top of wall 1 1,3 7,1 26.00 0,01 (1,64 case ok ' 2 1,3 -7,9 26,00 - 0,01 0,64 case ok 3 1.3 -7.2 26.00 -0.01 0,64 case ok 4 1.8 6,3 27.00 0.01 0.64 case ok 5 1.9 -(1.4 27.00 -0.01 0,64 rase ok 6 1.6 -7.Y 26.47 -0,01 0.64 case ok 1 4.11 -2.1 28.92 4.06 0.64 case ok 0.00 0,32 case o!: -0,00 0.12 case ok -0,00 0,32 case uk 0.00 0.1, case nk -0,00 0.32 . case n:: -0,00 0.32 case ok -6,00 0.32 CM ok in cases 1,1, 21,, 4), and 5) the I.!. used is 1/2 of.tha applied LL P.3 /9 } .l AUG 2 `� jU U MAHAiTei DESALVO, INC. AUG 27 '90 r 0 tn /A./ 4. AY() -' C CO AWA7. /i VI V/ Co.v4.15 1 0444., lO FoA NEERS NORTHWEST 522 -6698 z.2.rj _.__w._.... -. —... •••• ........... 0 • • ....... • ...... r.. • eV • 1 1404 Lu 1Nh0�J a 24' -/14 1. • @106"" . WA- WAY J „ "7 3 1 7 • • • of • • .• • ff •■••■••••■•••=nwww• ••••• 4 .0 1 ••••••••••••■•••••■•■•■.W.S.•••■••• •••••• ••••••••••• •■•■••• .,•• ••■••• ••• • 000* 5 0 17.4 1 1 2, v T i , g.a5 ' i 1 " ir : , . I , 0 ,, . , . • t....! .• / oo. 0 ••/.1 • "" ' • ... : . . r ..• '' ••••• ' •" r r , UG 27 '90 11:28 ENGINEERS NORTHWEST 522—.6698 10 4e.140-1 is\ • 9 14 ) ( .1 tn (Cit) v-• P4/...„Asr4n ro k Peuh. 4AYOu'r 4 1 0 .1 • ...... A ' ••• I I I • ••• • • ' o 0 Vo • .10 I • • •• ••• • O• • • • •• . •••■■• •• • oda 0 •••••••, 0 -4- •■•••••■•■•• ..... ■ • • 3 FJCeut4r .71• 1' 1 ••••••••4•••••••••••■=1 P 5/9 (2) • 0 O.. 1•0■100016 00 Or.. 600 0 1 01.1.0.0•• 0406 Ioloo•••■•••=0, a.= *1.0.•■••00 'At 4 6448 40%,k, ATL.S• ' r>.•/ • •, •.. oio 11* r ••• ••• • ••• • • • rr. • •••••••7•1011••••••■ AUG 27 '90 11:28 ENGINEERS NORTHWEST 522-6698 / 0 v/.0Z CA ,../e:LA:' A AiZez? /8 %r* ,4, 6a .be•c2 r. - W-Cl ••••••■••■•• r I s• 4, • •• • •111..........11,••■■••1,•1 •••••••■••■• •/..1••••••11•100/•••••••••■••••••••■•••••••••••••••■•■■•••••••■ - 11 • c''' • ••• 1. • a 11 • 0 ," • • .• • • ... . . • • A. w 11 d • A A 2. . „ A ' • • • • • ..... ••■• • • A.. 4•1••••■••■•••••■• ••• sm. • 0.4 • • A • A,“ ;. ••• ■■ =7:r ", "'" ' ". ' 1 1 . . , . . 111.WImOmIrmi■ho 1 • 5 <CA - A •■■••••■•■••••••• ok 7 P.6/9 1 4 fr ' •••••••••••••■• • ••■•■••....0 V. 11■01.4I.olvd■ • • • ■••••■ ••••• 7 0P ■A,/,41.,../. 1 • ..•. •.....•,.. •.. • , •• i-# • Joe No. Q003(. .Joe NAME W (1fA1}-1 � AUG 27 '90 11:28 ENGINEERS NORTHWEST 522 -6698 , ENGINEERS- NORTHWEST INC. PS. 6869 WOODLAWN AVE. N. E. • SUITE 205 • SEATTLE, WA 98115 - (206)525.7560 • FAX # (206) 5224696 DATE 2 2- �J SUBJECT PIZEXAS PAINJEL.0 ! 4F'L C, SHEE OF �_ • 1 4 1w BY PM- V- WALL w/ . r Ut4 Cu T 1 C.,14-14S • - Itl '?,tkt X■11 • 1 l ) 0 , ca rworz Pe i2 a l N P.7 /9 'Li e C� (wpm,. v. 1 w X 40 es " I b(;) AUG 27 '90 11 :29 ENGINEERS NORTHWEST 522 -6698 F)If,iNEf;R8-NORT'r1UEOT 6869 Waadlawn Agile NE Soattle,N2shingtnn 98115 22212222222222222222222222222222222222222222 2222 ,1AM1 DATA SPANDREL DATA OPENINGS MATERIAL DATA ),fi►li)IN6 DATA unfactored wind in (ptf)a 15.0 nut (psf)' 15.0 seiseic,.. zone 3 press (psf)x100.3 ieport fact 1.00 ledger LL(plfla 10(1 GI. (p.f)• 60 ec,` (in)a G,p Concentrated Toed LL(lbs)r 0 DL 116s)Y 0 tcr, (in)= 0,0 concpntri; in „d WOO= U Dl. (plf):1 U hariz load plf I+ inurdJL 0 dist move ilr,nr(it1: 0.0 RE; FAR DATA 4PrfiCA1 1 i) r; 4.20 Onrizant,al rain in ^2 / it 0.15 MOMENT AND DEFLECTION RESULTS + inward - oUtiOrn Cnsn Pu (kips) Mu lin -k) Philf;n (in -h) 401 (in) Al inw Otil tin) Comments fop of wall 1 4.7 69.4 2 4.7 71,1 4.1 - 74,0 4 3,9 69,1 3' 6,1 -73,4 6 -16.4 7 -1,9 Botts of 1 2 4 v 6 7 LOAD CASES I1 2) 41 5) 6) 7) i.e1ipt (ft) width (id) thickness (In) 21.7 12,00 /„I5 thichneta(in) offsFt !in, r cuturr:i't 6,25 0.00 LEFT width (it) height (ft) 12,0 9,0 concrete (psi) rabar (psi) S000 60000 5,4 8,4 tall 0,0 7,0 7,0 0,0 8,6 8.1 12,0 110L •1 1.vWL. .981.4 1.3WL outward ,911 t 1.43E0 ).D DI. 1 1.28(.1., 4 1,2O t. inward 1.050L + 1.2/tLi. 4 1.2 IWL outward, 1.050E + 1.28L! 4'1,4U1 ),i&). ' 1,' /L1 inward '19,4 -71,4 -72,9 76.3 -70,7 -73,1 -1,0 INTERACTION CURVE DATA ,74Po ,7t ?bal .7lMbal ,71I4n 107.1 32,2 107.6 50.7 COMC1;>;TE JA)1F DESIGN (varsien 3,0) 1982 ��gr, 15:43:23 08 -23 -1990 pn 100as 76.29 7,4.29 7t„ 2ti+ 78.87 71),87 77,94 at.G7 81.07 81,07 84,11 94,11. 83,29 71.96 ",neat td of WW GRAINGER WINDOWS IN EXISTING PANELS 3-- m:_ nnaa aosan:nasa:oasasaaaxasawaa:t add thickness (in) K factor parapet nt (ft) 0.00 0.80 0.00 RIOT ...... ,,..wi:lth (ft) height (ft) .0.0 0.0 7. LL IL 1,22 -1,28 1.39 - 1,19 1,39 1.16 1.39 -1,29 1.39 - 1.17 1.39 -0,01 1,39 0.21 0.70 -0.17 0,70 -0.12 0.70 0,20 0.70 -0.17 0,70 -0,12 0,70 -0.0(1 0,70 u /seistica u /soisoicy a /aei 9ii G 0 0 • Casa rk cast ok rase o1: case ok case ok case ok case ok ,TOTE in cases ii, 21, 4) and 51 ihP LI, used 1t1/2 of the applied LL case oh can ok cats ok case ok case oh Gage oh rase oh used interaction curve AUG 27 '90 11 :29 ENGINEERS NORTHWEST 522-6698 MATERIAL DATA concrete (psi) reber (psi) 3000 64000 LOADING DAN unfactored +rind in (psi): 15,6 nut (psi): 15,0 seismic.... zone 3 prat: (psi)2 42.5 import fact= 1.00 ledger LC(plf): 1500 0. (pH): WO err (1n)2 4,0 z LL a /seismir. 0 concer,treted load LL(lhsl* 0 DL (1b3)* 0 ecc (in)* 0,0 1. LL wlselsmic= 0 concentric load LL(plf)- 0 DL (plf): 0 Y. LL ulseismic* 0 noriz load plf 1+ inward): 0 gist above floor(fi)= 0.0• ROAR DATA Vertical 1 04 da 3.00 Horizontal min in ^2 I it 0.15 LOAD CAS AA I) ,9DL + 1.311L inward 2) , 71)1. t 1, 3111. outward 3) .91)1. + 1.43E0 4; 1,050L..F 1.28LL + i,2OWL inward 5) 1,0501 + ;,2t.L t 1,28WL outward 6) 01i41.. + t.2II.l. t t, a6u 7) 1.4DL•+ 1.711 1►I1ERACIIDN CURVE DATA .7tPo .7irbal .7114b31 .1tlin. I A7 t 9. A I[ 0 10 A ROTE in crsec !), 1), 4); and 5) the U. Used is 1/20 the applied U. P.9 /9 ENGINEERS-HARTHWEST CONCRETE Ot'1U )ES1G;3 (ver3iun 3,0) i;heet 5..0 .6069.Woodlawn Ave NE 1988 1!hC WV. GRA1 NGR _ 8 t , 5I 4 , I h N ^ 2 . 8 �,!at�lr. 9l3),ti 1 :I,�G)!u 0-2Z,-010 „ i +'NTIIA►v(,F DOORS IN i;.l,;tlNli F'AMEI. Saezataaa anaa aaascsa=Anaas:sasanasaiaaanss =a aas as 2111XxV/Ic tOraaaaaaaxaaaaasf aataa assmAg, 44442212 2 -- '•• - 122 1A?If. MIA )4)nnt (;'t) winch (in) 2hlni4,5s (1n) add thickness (in) 1; factor *apt hr Ito) . 12,00 16,00 6,25 0,00 t),80 0,:t(: lf.t. Dt SPANDF b Mitknr5s(iu) • off et (in. + c,irrardi. 6,2 0.00 OPENINGS LEFT width (ft),.'.,.height (it) RIGHT width (ft) height (4t) 8,5 ' . 9.0 0.0 0.0 MOMENT AND DiFLECT(ON RESULTS + inward - outward Cd5c? . Pu (kips) ?lu (in -k) Phi$Mn (in -k) drfl (in) Allow deil(in) Cnament$ Top of wall 1 5.5 . 2.0 34.16 -( 0.77 case ok 2 S,,': -20.8 3406 -043 0,77 case nk • 3 5,5 -17,9 34,16 -u.03 0,77 case ok 4 10,5 -9.2 41.26 -0.02 0.77 else ok used interaction GurvE 5 10,5 ,-34,6 41,26 -4,19 0,77 Cale nk used interaction curve 6 6.5 -19.5 35.78 -0,03 0.77 case ok 7 19.3 -46.5 60.85 -0.11 0.77 case ok used interaction curve Bottom of wall 1 5.9 11.3 34.76 0.00 0.38 case ok 2 1, -17,0 ,4.76 . -0,00 4 case ok :( , 9 -12.4 .M,11. - 0.44 0.:tO case Ok 4 10,9 , 8.1 42.14 0.00 0,f8 case ok used interaction curve 5 10,'1 -0,7 42.14 -0.00 0.:0 case ok used interaction curve. 6 1.8 - 1 . 4,1 36 „8 -0.00 .0.38 case o< 7 19.h -11.1 62.02 -0,00 0.38 Mal ok used interaction curve ENGINEERS- NORTHWEST INC. P. S, 6869 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522-6698 JOB No. Joe NAME SUUJECT INDEX W. W. GsiiGeR 7'U 14-II I LA V 4/A SN MIG115 S TXU c Tu 12AL. CAL-.GULATI O/SJ & RooF FRAMIN6 . . 1Z1 12'1 LATERAL ANALYSIS . . . . L i — L 13 1NAL4 bESIGJ . , WI -Li 6 1 • . . . F 1 - F2. RECEIVED CITY OF TUKWILA MAY 0 4 1990 . PERMIT CENTER DATE SHEET OF BY n IF,E7:1VIE -�� M AY 141990 MAHAN & DESALVO, INC. FILE . 411,.• C O Y f'.1' (: i 1� 1 � Malmo' : AL ,go . CQIOaJ QQuIsT ARC•/?LCTS [..gra-CRWign uJIa 61 E., LJ / 4(4 S LUTC 144 N 1; (W4N smuts , LAM 9&1oI ( 682-2690 uur 2 9 1990] vIAHAN & OESALVO, INC. ENGINEERS— NORTHWEST INC P.S. 6869 WOODLAWN AVE. N.E.- SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 • FAX # (206) 522.6696 Joe No. IOb I- Joe NAME ( f.l �..1 ( PA1 KI fa'r- SUBJECT LOA /DS rfl2 12chcy- AeS lJ L.IvE DEAL) sif.►ot,..) 2S PS1 ' . (,VO lzr puu t3 -) ikh "Pa WC.)oL> I 4 S PSr` 2x4 STlrrc wits c.. Z. U. Roar- 2- .Z /1J S ut,AT1 u,J . , 0 b• IV* . 0 A A1\11 CAL. . 1, 0 5 P2101LLER S , 2. 2 3 18 fkieu llJS ,'" I•'7 Mi Sc„ Et.tt ruuS a 6 TOTAL I1, u DATE 2 -26 -ft SHEET P.1 OF BY PN/L,V . ENG I N E E RS — NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 - FAX # (206) 522 -6698 Joe No. Y2 SUBJECT - SeT7FFCN etZ P4 t.lLJS COL uVINs JOB NAME LJ r) ifz 11,1( %L. R"-Aou 1J la '/ wow.) -4 '/2. ' (: 2 /16) C DX • .S PSF x2' ' 61 t otvl' .061 X �8'Y/ 6 2. oS" &J' cI x 36PSF - 2 88 &'1 mom . 2-86 ku 43o'? /8 i2.4 K- s� I" 1( 1Z . 140.9 ►hi 2, Riptm e 67,2)c. ® (sin ►u >z oo ) P 5 F -r 4 X 2 o P . 7 " r 2S PLJ = . 33 3 14P Mc ° .331) /e 37.46 g7.46k XIS _ /2. 9 ,h 3 2 $ .is' g /a x /5 PI,F ,y9 K., 2,a9 -n' 2x4 s= 3Jaeot,, MAXIMum Q0 (2 :7 11 1 2` LZ'7 '/qj A7 1 4 7o 14 .A Q,, DATE AA .2-26-90 SHEET� OF BY 3 'i /6/.32 11 aee ENGINEERS-NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N,E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 Joe No 9M3 („ Joe NAME C7/ SUBJECT OP ��m u uG LE 'k) So' x 3 7 P sp + .o& x Sox 1.iltt sa.s 23, Sa 141 So' T 8c6, -,i1 fcxjxg_ = 1.11 FT r -� tip, 0 1 spl RR-= 1.11 x sd.s � + 2 3 o3Ky 58. x -. DATE / ` �/ C ID SHEETKA_OF BY PV ( » k 7o MID3'FAu) d . , . 36 Vr n4) r 32.47 j 'r = /. S'X 3'x (.N 1410 04,c 6..75KEO x l,ls d= sq. 12". u S F A► G 34' 4(. 4 1 S (MP(.o 5pA f / -ll K f'Fr X 41.5 - 2.56.9 S ` Z3�.Q6k' ki2(2.7Gx / ,F(, ' 630 ,13 4.1'+X ENG INEERS— NORTHWEST INC. P. S. 6869 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX #E (208) 522 -8698 Joe No. SUBJECT JOB NAME CA I.kDr Pr^c. t ►a @ ria:u or sgrm x15pt - i.39 , ou NACzokik_ 09eic2. P.2. Sr ,4 '1 212 X 2`hx ' /ct L_ D i v . 6 J . GRAw (a .. DATE 2 0 SHEET 12,4 OF BY P o lf T /isto0 aN UPI- < woo = 1. 39 ", ),8sk Z7 MOrv\ n-fr 11J1PooucrD 7ryNe--. = 1•394 e 2 - 41 € 4 or pAwEL A =.) Ic" 50 _ .4 K4 4 6i /2 � w As= • 0098 x 3 „ x/2'' e z • Oc,98 11, cb ENGINEERS — NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525.7560. FAX # (206) 522.6698 Joe No. 1003co Joe NAME G SUBJECT L A-7_E1A I-. rH c u AKE. -CM coer? S = 1.2. 0ccunAosicy ut.M. 5T12u c1t u1 Lh l x1(.. PQA M t %•r-ST M C0 k , SIAfrAe 2,"c- )4rILo SA se slfi'2 E at u A71 all W►�uc� v= 60 MP►% % Ea(Pa.g..,QE 213 -'P L-F 0.3x1.ax 2,75 4 >20 14,60, G 1,3 17 1 ' = 1.0 DATE " - SHEET L I OF BY V. .'7 < Zv ' 'JIALL. p?zoG12A, pctl( 11VPuq VALL4.(c S 1N = 1417S PP =1UsE PIP- so I pout = 0 96 (psi: oc. r - ! Is 'PSF o rr 1 ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 FAX # (206) 522 -6698 Joe No. Joe NAME MC.(A J/ 1 3 SUBJECT L..A7E7 I U O ' O`' /4UrJEl� 8967, Y h 328' - s szl ; _.._.....___ 62 0 21.1), •0' 29 (D. LIPS E - w Ortaftli 1•44At = 2XL x X ./y 8 Pu= goc )F- ►2 P x '' 5 `S (nve.l <22';j lszi.o � v. P(.F ^,23 .s (t-oor —35 400 291 Rood' DATE /� SHEET (� OF BY t 2a R' ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (2061525 -7560 - FAX # (208) 522 -6898 JOB No JOB NAME ML. CAI I 2'TS SUBJECT /UV At»rnOi.1 rru GUS( ti (PuRuul) NAluu6 cAsc. 2 A(- S 0Aiwg, IS NtrtJI►`Mbt M . j P I F FN 29c, pv K 4 jQD 1 DATE SHEET1A_OF BY MAx C dgc , L /FT x(320 /8xlsa' = X1% 6'7 14 ( (QIo 1 Q) 6 628 ft F ENGINEERS--NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. • SUITE 205 • SEATTLE, WA 98115 • (2061525.7560 • FAX # (206) 822.8898 6" JOB NAME 61/04(; Joe No. SUBJECT A =aNNU=0 0 N I / 80►-- 0" (4e 20'• o ") \ N \ DATE - •90 S �T L-1 [ OF g v p t O o 0 U 0 0 Q 0 a 0, 0/APHRAGm A/A/4/4./G 5C A A MARK C0/V 7 : EDGES ortv.s./R_ ECTES yv TER MEDiATE FRAMIN.1Z-1 r .-.' ai"t to *4.tz /ode /2. 57 /0c/ IP 4/'04. /ode a I_ loci e cps' t /o : e .s"s iod iz ,: :1 . • . •,•• • • • • " •"' • ••• • . • • SrpLe 84-01 .ot v A \'‘ • if ' ; AS 1LULT Jtc AGL 130UA/4OAR/E5 To NAVE 2 —/Oc/ 44c AGG 4/A/7..5 ARE CoA-tft-70Al /VA/4.5 , /46 Zak! e" CW 4— 4.10100awiesir IS:)• ADD 14 CM-CS. 4 Ai 4 t - ;mot C C ENGINEERS-- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - 1206)525.7560 - FAX # (206) 522 -6696 Joe No 9 Joe NAME 1146E2_ SUBJECT NA IL--I tiI LY G c) r.! I' owes C m1,244 u i) , " ° SHEET LA OF e� /O ' L. /u[1 1 3606')BY ,) MAIL ALL ?WiM Cr1E2 2 ° ...i Co ire. e IN Tri2McDi Mr_ St- ocG,NC, 571 mr,.,ra s Oro' o 074472 FroES (2 rz .j - S -0,c cmzd .: 1 e J 0c 4 " pc G 4'. t DATE 12"1 1� „ C. 12 "• e. // /2" d c. 13E/40 S 1 V )C CO'v1NOIJ ENGINEERS — NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N,E. - SUITE 205 - SEATTLE, WA 98115 • (2061525.7560 • FAX N (209) 622 -0619 Joe No SUBJECT tro Joe NAME 6/+41N 6 DATE / - 31 . 9 0 S t i or /80' — O" (4e 30 1 PV o O 0 a 0 0 254.1 • UNIFORM BUILDING CODE pogrdie bPat eniNagin AMC OiZ Si; ALI Oi' TZ SV 1 RN El NI 01.i OSI IR I Oil SIB IN 11 Nii .1 lliglimil 1.0VI.. a Isvuz'pis sift pal prill 4•iwr c I p h i §e. Ira OE 15 ei T319 n ill go ea go a§ 10 gli 1 11 II 11 Iii 11 IN ij N§ 01 Oi8 SST a§ iiii 061 OLT OIZ S9T RE El IN IN 1010 ''' "' ' "c' "M NCI C4M NM IC'4 Mil ;e 1 W ;ft :fe Ist H Jil 'h I 11 " cpoI' I I 'IVH1]10AZLLS . C - D, C STRUCTURAL II and other grades covered in U.B.C. Standard No. 25 -9 254.1 • UNIFORM BUILDING CODE ENGINEERS—NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (208) 522.6898 Joe No SUBJECT 5 L L Joe NAME C7P -laiki v et PA NT - •abet) C Lr n c #1-) kiC c7 -cki Crxisrnl - .*8 40 GE, DATE FA S 14 — • U LT1f F\ 7 1 S _ .. l,.ilr(...oi,N (i -- * ULC- Au..c.)wAa = _2_: 3 . x 4o X . 9 40. K /1 1 -- Ji - , o SHEET✓�_OF BY V V. 7 /;" L,ac 6 .4q K /1h 4 9" x G.41 S6.4/ K LIMIT C th.DVP cUIJN ECM cJ Tv 40.S CI4o2t Fo1cC Q /80' ( ( 'D Q) • NEc.., PAkiiEL. To an 7NEL .sed I6o(37o -ia) “.2. K 2,1- !Cu PA2A1oeTS 4 cd / 1 " (No I u cgrAre ALww so) cow.). j 1 iper @ . 'IJC Or. PANEL. /o FoE AtipPr /otJ r 6G. 2 Z1 c /4- 24;7 t y— 4,51 j S 15 0 GTS rzs, 6G.651= 5 13.0LTS 11 - 12 e 4.3.9 K 4 13otu a 1 2. /1s 5 y', 3 4 133LTI I 7'17 — y, @ Iuca' S 2. 29 9_ 130a1 ENGINEERS — NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 - FAX # (208) 522 -8898 9555L. JOB NAME , `? UJ C.re. SUBJECT C rr 1' Cdr k } P (C11.0 O1) `3121 (l, @ bear 9 VP — Joe No. F„-3 2 bd e * 1 12.6,1 14 ' 2 x L7 x (3( 7.75) INico 13 0/-7 REQ'b AIN " Y 21.5 A .42c,< �z. roRCC 42. k 4 4 14 _ 2.66 x I . (2S Y= 'J2 x 242.61 - 2,1.314 = cos (+c x 42.61 4 4 k— DATE L -- SHEET LAO OF BY l.ls ks1 ... oK /0. Z. 11Brair ENGINEERS-NORTHWEST INC P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 FAX # (206) 522.6696 Jos NAME C7 �A�� �A DATE 7 O SHEET_ItlL.or '" Jon No. SUBJECT V - 1301. T 14- 1 N 6 r C_c�/J#•l . n ►-..J Mf M1.,TrN Me0 it's ' LE 2,5 17— BY PI/ v SLAM vF 1)ESIG/J VAGUE M DIF- lCNraoj /A-1bR 2S- /7 GI 25'— I V q3,4 ENGINEERS— NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - (2061525.7560 - FAX # (206) 5224691 JoB No. ?MUG JoB NAME -_C_ L9.C2 _ SUBJECT GAto(zp N U.1G ES r-tJ Cs EAD l6 14-11.16P 01.8 6 ' 139.2c' @ 5.2 S (7 1'. -L, 7( 6e- x1 2 xb (5s c,5 9 I.JEEi ‘S 9k 57.5 ` 8 _ 4 . DATE -3t 'go SHEET L12 OF By 1)v, N E B SS. 17 47. S r S►Mr1o/4 Nn OR. NO 1 2 C° FA Gi 14-tuG C. kir a i oN a N Cprm ENGINEERS - -NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522-6698 Joe No. Joe NAME SUBJECT I / 4" 11: EJ , [22. -4%� C aA► 'Pct 1.1 LiA1 L. urge Sr'c1 u N I �tl� ILEA, w/ 3 /0 "X /Z" 6P6 !0 - glectr EOLTS r KIST1 cv L ¶ coI.,N 1.X 3?x'Igg TS 3/N X I I'I 13RG.k, I I st' 41 lt' 9 I ••XI STWIN GL& =.= L p..9± Go L. 2 ,RolA 10J NAI(.. ` p lI a o STT, 6c, i? tro (kg Pat RANO A DATE 2 -1' 4b SHEET Lai OF BY �u V 42-Gig C ticj'1] • • • • • • • • • • • .. Il E.S. tat if it. S/ " 13OLT1 3 4" *1=2" bat► T. Atp '7 "x '/4" it Eh. SIDE SEE sew+ C .� rtle PueL1■J Gt..). Joe No 9001(o Joe NAME (A 41 0.44Ce SUBJECT WALL. (P. C. :: .rcem 4 Fv= 5 Rein+ bar size (4 to 9) 6 bar spacing (in) 7 d distance (in) 3 inward wind load (O,+) 4 Outward wind load (psf) 5 seismic zone (1 to 4) 6 seismic importance factor 7 Ledger LL (plf) O DL (plf) 9 dist from inside face (in) O % LL w/ seismic (0 to 100) 1. Concentrated LL (1 b) 2 DL (lbs) 3 clist from inside face (ih) 4 X LL w/ seismic (0 to 100) design strip width (in) 6 Concentric LL (plf) 7 DL (plf) o % L.L. w/ seismic (0 to.100) 9 Cont. horiz force (plf) 0 height above flr (ft) ENGINEERS-NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 • FAX # (206) 522-669 000 cock DJ): 3 Wall heioht (ft) 2L:2. 4 k factor (0 to 1) 5 Parapet heiaht (ft) 6 Wall thickness (in) , 7 Additional wall thickness (in) bo .2 74) MO CY' COLS. 1#•■■■•■•■•■■•■■•• DATE SHEET LJf OF BY PPA- ENGINEERS - NORTHWEST 6869 Woodlawn Ave NE Seattle,Washingtnn 98115 _ WAL1. DATA height (ft) 28.00 MATERIAL DATA concrete (psi) 3000 LOADING DATA unfactored wind in (psfl= 5P.15*It ledger LL(plf1= concentrated load LL(lbs): MOMENT AND DEFLECTION RESULTS + inward Case Pu (kips) Mu (in-k) 26.0 -23.3 -34.0 -34.6 7 1.8 -0.5 LOAD CASES 1) .901. + 1.3W1. inward 2) .901 + l.3WL outward 3) .901 + 1.43EQ 4) 1.0501 + 1.28LL + 1.28WL 5) 1.0501 + 1.2811 + 1.28WL 6) 1.0501 + 1.2811 + 1.4EO 7) 1,4DL + 1.71L 16.3 out (psi): 15.0 3 press (psf)= 18.3 100 DL (plf1= 50 0 DL fibs): 0 inward outward. CONCRETE WALL DESIGN (version 3.0) 1988 UDC 10:13:49 06 -06 -1989 po 100 thickness (in) added thickness (in) 6.50 0.00 rebar (psi) 60000 import fact= 1.00 ecc (in): 0.0 ecc (inl= 0,0 concentric load LL1plf): 0 DL (p1f): 0 hertz load plf (+ inward): 0 dist above floor(it): 0.0 REBAR DATA Vertical 14 at 14.0 in d= 3.25 Horizontal min in "2 / ft 0.16 - outward PhitMn (in -k) deft (in) 31.00 0.27 31.00 -0.25 31,00 -0.30 31.34 - 1.11 31.40 -0.30 32.11 -0.00 2.24 K factor parapet ht (ft) 1.00 0.00 2 LL w /seismic: 2 LL w /seismic= 2 LL w / seismic: Allow defl(in) Comments 2.24 2.24 2.24 it 2.24 Sheet W,rof GRAINGER TYPICAL WALL case ok case ok NO GOOD tale ok NO GOOD case ok NOTE, in cases 1), 2), 4), and 5) the LL used.is 1/2 of the applied LL 0 0 strip width (in): 0 0 ENGINEERS - NORTHWEST 6869 Woodlawn Ave NE Seattle,Washingtnn 911115 JAMB DATA height (ft) 27,00 SPANDREL DATA thickness(in) 6,25 ' OPENINGS LEFT MATERIAL DATA LOADING DATA unfactored wind in (psi): seismic... zone ledger LL(plfl: concentrated load Ll.(lbsl: concentric load I.L(pii): horiz load plf (+ inward): REDAR DATA Vertical 3 115 d: 4,40 Horizontal min i02 / it 0.15 MOMENT AND DEFLECTION RESULTS + inward - outward ( :ASP Pu (kips) Mu (in -k) PhilMn (in -k) deft (in) Allow.defl(in) Comments lop of wall 2 3 4 5 LOAD CASES 11 21 3) 4) 5) 6) 7) 3,4 3.4 3,4 4.8 4.8 6 4,0 7 7.3 Bottom of wall 2 3 4 5 6 1 0,0 67,0 82,05 , 0.24 0.86 case ok 5.4 -67.1 82.05 -0,18 0.86 case ok 5.4 -67.4 82.05 -0.15 0,86 case ok 0.0 66.0 85,58 0.23 0.86 case ok 7,1 -66.9 85.58 -0.18 0.86 case ok 6.4 -67.6 84.03 -0.15 0.86 case ok 10,4 -1,7 11.19 -0.00 0.86 case ok used interaction curve .9DL + 1,3WL inward .9DL + 1,3WL outward .9DL + 1.43E0 1.0501 + I.28LL + 1.28WL inward 1.0501 + 1.280. + 1,28W). outward 1.05OL + 1.2811 + 1.4E0 1.4DL + 1,7LL INTERACTION CURVE DATA ,71Po ,71Pba) .7ttibal ,7111n 107.1 34.4 112.3 53.3 CONCRETE JAMB DESIGN (version 3.0) Sheet W,_ of 1988 UBC WW GRAINGF.R 10:34:49 02- 21 -199 JAMBS 8 TRUCK DOORS po 100 width (in) thickness (in) add thickness (in) K factor parapet ht (ft) 36.00 . 6.25 0.00 0.80 0.00 offset (in. + outward) 0.00 width (ft) , height (ft) RIGHT width (ft) height (ft) 8.5 10,0 8.5 10.0 concrete (psi) rebar (psi) 3000 60000 15.0 out (psi): 15.0 3 press (psi): 58.8 import fact: 1.00 300 DL (plf1: 156 err (in): 0.0 0 D1. (lbsl: 0 ecc (in): 0.0 0 DI. (p14): 0 0 dist above floorlftl: 0.0 1 LL (.L LL 58.0 77.43 1.31 1.73 -60.5 77.43 -1.45 1,73 -60.4 77,43 -1.50 1.73 57.6 80,51 1.23 1.73 -64.4 80,51 -1,50 1.73 -10.0 78.80 -1.48 1.73 -6,2 86.06 ' -0.03 1.73 w /seismic: w /seismic: w /seismic: 0 0 U case ok case ok case nk case ok case nk case ok case ok NOTE in cases 11, 21, 4), and 5) the LL used is 1/2 of the applied LL ENGINEERS- NORTHWEST 6869 Noodlawn Ave NE Seattle,Washington 98115 WALL DATA height (ft) 28,00 INSPECTION RE9'D MATERIAL. DATA type CMU standard unit size LOADING DATA unfactored weights tpsfl wall = 62 wind in Ipsfl= 16,3 seismic 3 ledger I.L. (p l f) = 100 concentrated had Ll.(lbs): 0 concentric load I.I.Iplf1= 0 hnriz load p)f is inward)= 0 REBAR DATA Vertical 05 at 24.0 in d= 3.75 1 2 3 4 5 6 7 Bottom of 1 2 3 4 5 6 7 LOAD CASES 11 2) 3) 4) 5) 6) 7) 0.7 0.7 0.7 0.8 0.8 0.8 1.2 wall 0,0 -0,0 -0.0 0.0 -0.0 -0.0 2.2 20.3 -18.6 -19.1 20.0 -18.5 -19.2 -0.2 ,901 + 1.3WL inward .90L + 1.3W1. outward ,901. + 1,43EO 1.0501 + 1.28LL + 1,28WL inward 1.0501 + 1.28LL + 1.28W1. outward 1.0501 + 1.281.1. + 1.4E8 1.40L + 1.711 K factor 0.80 running bond f'm (psi) 1350 unit length 15.50 MASONRY WALL DESIGN (version 3.0) 06 -06 -1989 10:05:05 23.23 23,23 23.23 23.77 23.77 23.65 24.94 po 100 parapet ht (ft) 0.00 not solid grouted rebar (psi) 60000 width face shell 7.50 1.25 out (psf): 15.0 press (psi): 14.0 DL (plf1= 50 DL (Ibs)= 0 DL (plf): 0 dist above floor(ftl= 0.0 import fact: ecc (in): ecc (in): 1.00 0.0 0.0 0.20 0.94 -0,12 0.94 -0.10 0.94 0.20 0.94 - 0.12 0.94 -0.10 0.94 -0.00 0.94 webs 1.00 MOMENT AND DEFLECTION RESULTS + inward outward Case Pu (kips) Mu (in -k) Phi$Mn (in -k) deft (in) Allow defl(in) Comments Top of wall 16.9 22.01 0.89 1.88 case ok -15.7 22.01 -0.74 1.88 case ok -16.1 22.01 -0.59 1.88 case ok 16.7 22.35 0,87 1.88 case ok -15.9 22.35 -0.76 1.88 case ok -16.3 22,23 -0.59 1.88 case ok -0,6 23.07 -0.01 1.88 case ok case ok case ok case nk case ok case ok case ok case ok NOTE in cases 1),2),41,&5) the IL used is 1/2 of the applied LL Sheet W 4of GRAINGER 8 INCH CMU REMOVEABLE thickness (in) effective width (in) 7.50 24.0 no positioners rake 0.00 LL w /seismic: 0 LL w /seismic.: 0 strip width (int: 0 X LI. w /seismic: 0 ENGINEER'1-NI)R1IIWES1 CONCRETE WALL DESIGN lversion 3.0) Sheet 141.5 of 6869 Woodlawn Ave NE 1988 UBC ' WW GRAINGER 5eattle.Washington }11115. 00;47;15 02 -23 =1990 f:X1STING WAIL - - -- pa 100 NALL DATA height Ift) ' thickness tin) added thickness (in) K fartnr 27.00 6.50. 0.00 0.80 MATERIAL DATA concrete fpsi) rebar (psi). 3000. 60000 LOADING DATA unfar.tored wind in.(psf)= 154 out (psf1= 15.0 seismic, '. one 3 press 1psfl= 111.3 import fact: 1.00 ledger,,;. LLtplf)= 307 Ill (plf): 156 ecc (in1 =, 0.0 V. 11 w /seismic- 0 :nncn,;trate4 Inad LLIlbs1: n DL Ilhsi= n ecc (ln)= 11.0 % LL wt=etsmir= n strip width (inl: u concentric load LL(plft,: 0 DL (010: 0 V. LL w /seismic= 0 horit Ira ;d pl4 tt inward1: 0 d1gt „I,nvn llnor(It): 0,11 RAR DATA Vertical 1t4 at 1A.0 in d= 3.25., Iloritnntal Aron in ^2 / it 0,16 MOMENT AND DEFLECTION RESU(.IS t inward outward Case Ii' Ojos) ' Nn (in•I) rhitlin (in=I) dell (in) Allow.deft (in); Comments Ion of wall 1 0,7 • 13,4 27.35 non 1.73 rase ,ok 2 0,9 -14.1 ' 27.35 0,09 1.73 case ok . .3 11.9 • -10.7 17,35 °0;11 1.73 case .ok 4 1.3.. 12.8 28.17 0:08 1,73 case pk 5 1.3 14.4 111,17 4.09 1.73 case ok :6 1,1 -18.8 27,71 -0.,11 1,73 case ok 7 2.0 -1,6 29.75 -0,01 1,73' case ok. Bottom of wall 1 1.1 2 1.7 3 1.7 4 2,2 5 2.2 6 2.0 3,2 LUAU CASES 1) .'!DI. i 1, 3WL ' inward . 2) .901 I'I.3WL outward 3) .901 1 1,4 4) 1,0501 t 1.2011 1 1.28WI. inward 5) 1.0511t 1 1.Y.lJt,L •I 1.111W). outs +ark 6) 1.05D1.,t 1,2811 1 1.410 : 71 1 .101 1 1■111 parapet lit (ft) • 0.00 17;0. . 29.10 0 ;02 0.86 case nk -17,2 29.18 -0.02 : 0.86 : case ok -23,0 29,1a -0.02 0.06 rase ok 16,6 30.28 0.02. 0,86 case ok -17.1 30,20 -0.02 ' • 6.86 case ok -23,0 29.83 -0,02 ' 0.86 case ok. -0.5 32.47 -0.00 0.116 case ok NOTE in cases 1), 2), 4), and 51 the LL used is 1/2 of the applied L1 ENGINEERS—NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX #E (206) 522 - 6698 Jos No4 1,0141 JOB NAME vv GPALUZ174.. SUBJECT A. • Air t x=3 DATE a 4 10 SHEET L__OF BY 7 h /L Le met Li/ s 7FE IBC K f JoISTS hf1E 12A-1 INE Errecrlvrz y 1121'6c S v/A u, e alp N w Ce✓LI. c Na EX ORACI010 IS gro'D ■ '•NI ;INLLR3 0)0:111WLSf 6069 Woodlawn Ave NE Seatl.le.Wa ;hington 10115 JAIID DATA height lft) width lin) 27.00 40.60 SPANDREL DATA thicknesslin) offset (in. + outward) 6.50 0.00 OPENINGS LEFT width Ift) height (it) 8.5 10,0 MATERIAL DATA concrete (psi) rebar (psi) 3000 60000 LOADING DATA unfactored wind in Ipsf1: seismic.,. zone ledger Ll(plf1: concentrated load LL(lbs): concentric load WW1= hnriz load p11 (+ inward): I;EDAR DATA Vertical 3 44 4= 3,25 MOMENT AND DEFLLCIION NESUL1S 4 inward Case I''i iI.In,) Nu 'in•,:i loo of wall 2 1 4 5 6 7 Bottom of 2 3 4 5 6 LOAD CASES 11 2) 3) 4) 5) 6) 1) 1.'1 1.9 1,'1 2.6 2.6 2.7 4.1 wall n, 0 3.2 3.2 0.0 4.1 3.1 6.(I -31.4 78,8.• -41.'2 3,4 31,,1 -36.0 -41.0 35,5 -35,0 -41.1 -1.0 .'IDL 11.3WL inward .901 4 1.3WL outward .9DL + 1,43E0 1.0501. + 1.2011 + 1.28WL inward 1.0501. f 1.201L + 1.20WL outward 1.0501 + 1.28LL + 1.4E0 F.401 + 1.7LL CONCIIETE JAMD DESIGN-(version 3.0) r.heetim l of 1988 UDC WW GRAINGER 1113:37:15 02- 23.19'10 NEW UPNG IN EXISTING PANE!. po 100 15.0 nut (psi): 15.0 3 press (psfl: 34.3 import fact: 1,00 307 DL (puts 156 ecc (int: 0,0. 0 DL (lbs)= 0 ecc (in)= 0.0 0 DL (p141= 0 0 dint above floorlftl= 0,0 'lori,.ontal min In ^' / It 0,16 - outward I`4ittIn (in-41 dell tin) Allow dnfl) n) Comments 29.63 2'1,13 31.76 31,26 30.36 34,32 32.46 32,46 32,46 34.46 34.41, 33.60 31),33 . thickness (in) . add thickness (in) K factor 6.50 0.00 0.80 11.17 -0.19 n.67 0.17 -0.27 -0.66 -0.02 RIGHT width (ft) height (ft) 0.0 0.0 0,12 -0.07 -0.00 0,12 -0,06 -0.08 -0.0(I 0,06 0.86 0.06 0.86 0.86 0.86 0.06 LL w /seismic= IL w /seismic= LL w /seismic.= 0 0 0 (III GOOD NO GOOD 00100D case ok NO GOOD NO GOOD case ok NO GOOD NO GOOD NO GOOD NO GOOD NO GOOD. NO GOOD case ok NOTE in cases 1), 2), 4), and 5) the LL used is 1/2 of the applied LL parapet ht (ft) 0.00 ENGINEERS— NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (208) 522 -8898 Joe No. Joe NAME ww 6 UJCIEC DATE £ . 9O SUBJECT SHEET WI _OF ay NIL U. l✓ I Np 7714E L,sNO /'QESSu2k (.50 2 Or OVICL %z f.JIGY1/) Or S /z OPF7J/ /JG 6.5 I 6. 5' xi5PSF = .098 KLF M01100 r , D98 ktF, ( 9)4/8 8,93 v- _ I cosmic X 6.2s X /'U = .! �, 6 Pg �' .225 ,z USE Solmc 71 APO) M Foe G4N6 (CoV.1Srey.) 'U C 'x)7. ,psF-.114 5P 1`h D M 1 * . x01') 8 = /0.39 S )6.39 "x 12 : 4.. (2. sr 2'7.0 O x6 'ly s = /0./ in Q s x , Oo9S K /ii, X 32/4 384 = 1. SS " 29, ooz x 30.3 ;h L /2 0q < Li/ 5t (COI I S STnrrr2 1WW eci' D As ye) Eva -0"3 W iva prz ,tsSualC- = P F ENGINEERS— NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 • FAX # (206) 522 -6698 Joe No. 90 SUBJECT FOLAIJvi11 �'�►J Joe NAME Gil 1\ - 11■1 1�-- IJ ryetor C.caL P i6L 2 1.11 xco' 65.C' k gec,, ppCaSUpr..' @ / ulf12.1 or1 fit; S ' 2So0 Rsr IAx 5O -4. k EXTra (svtA7n,> Solt- get., pPt S Sunk ' Ex- 7171w? F"C.I S Zoo ° Po. P= S*0 xl.Ilk /fr S + u-.er . yr LjA.L. - 'n 0 Ps OF pc.) x 2-7.77 = 13„ y9 I 43.99 U&.qq S. 87 ' d" r= 2. L' 61JT /1J14 OtAJ Oc)77NC . 5q K IFT ♦ 2.7 Y /FT+.10 K ' /FT 2,9 /P7 3.60 K AT. + 1.5 2. 0 Id SF DATE 1 ?%$ SHEET I 1 OF BY rp MAX _ 5 � y ll iFr I wALl. = 81PSFx3 /.7St' = 2.51 K /kr F76 v 2. o n /' X/5(:) TV: .30 K/F 7 1 I''' 5 ;!I.0 IUU. ;I! I' '" ' �LA�' 1.'4. '.,E. V t r s i vin 1.0 1 all NITRE 6'A SEIIS. • P►o jtc I 1,ci : : TYI' I00I It.S Pun dtssrip:i..n: 6 I t COL 511EE1 1:0 -1- 05-05-I999 _ _ I UDIII COHCIETE f'! (1 :SIL.. 2.5O DIST. rroi: F0T OF FO0IlH8 TO f'6 OF FEFAR..(lN).. 4.00 STEEL F , (I :S11..60.00 C011ll;li DII ;EHI10H -)' AXl:- (ilil.. 6.0 u,usE2.w„,u: ALLOMLE :AIL PRESS= • (1'Sf).. 2.5 40LUNN DIf;EHSION -Y AXIS- (Ilia.. 6. ULT11;n1E F %,1OR 1.6 HIP tan Slit (1).. 4 • • Hlti I :EEAP ::A':ili3 (IU).. 8.0 • I1AX REIAR SIZE 111..11 11 F0011116 St HEDU1 E 11 FOOTIN5 ALL. L^;D DEPTH PElur. -X- REIHF. -1'- PEW. -X- PEIH %, -V- OW (lips) (in) (in'•2) (ir,'2) ( ) ( ) ( ) < ) < ) ( ) ( ) F 3.0 21.3 11.0 0,71 0.71 31 5 31 5 P 3.5 28.9 11.0 0.83 0.83 31 5 3t 5 F 4.0 37.E 11.0 0.95 0.95 51 4 5t 4 F 4,5 47.6 12.0 1.17 1.17 61 4 61.4 F 5.0 58.4 13.0 1.40 1.40 51 5. 51 5 F 5.5 70.3 14.0 1.66 1.66 61 5 61 5 F 6,0 83,3 15,0 1.94 1.94 71 5 71 5 F 6,5 96.E 17.0 2.39 2,39 81 5 81 5 F 7.0 111.5 18.0 2.72 2.72 91 5 91 5 F 7.5 127.3 19.0 3,08 3.08 101 5 101 S F 8.0 144.! 20.0 3.46 3,46 81 6 81 6 P 8.5 161.7 21.0 3.86 3,86 91 6 91 6 F 9.0 180,2 22.0 4.28 4.28 101 6 101 6 F 9.5 199,7 23,0 4,72 4.12 .111 6 III 6 P10.0 220,0 24.0 5.18 5.18 121 6 121 6 P10.5 241,2 25.0 5.67 5.67 131 6 131 6 F11.0 263.2 26.0 6.18 6.18 151 6 151 6 F11.5 286.0 27.0 6.11 6.71 161 6 161 6 P12.0 309.6 28.0 7.26 7.26 171 6. 171 6 PROJECT: v ..,. . _ PERMIT NO. SITE ADDRESS: -] '2- S - ^� ,,, i 7 3 (�,._( DATE CALLED: 7-- --'r / TYPE OF INSPECTION: - _ ' ) DATE WANTED: >� �C '� .m. r „ � A REQUESTER: SPECIAL INSTRUCTIONS: -PH • , NO.: INSPECTION RESULTS /COMMENTS: ,y ,, _10,,, �. INSPECTOR; VP •. ,, _ -Z � �� DATE: ��� CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 , xM? J, dHtx:nw• r Wasiltt`rtiai4uY °: t INSPECTIO ��RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: (,() LA ) ( ) fill y(/ PERMIT NO. (.0 6. 6 SITE ADDRESS: /p 9--e, 1 /'• AI 12 C DATE CALLED: - O - q - r • � DATE WANTED: - ' 1 -CU D.M. TYPE OF INSPECTION: i r /'��• , Q��, SPECIAL INSTRUCTIONS: ci. /: _ /f--& REQUESTER: Vri , /.._ PHONE NO.: ( s -- R a -D-() INSPECTION RESULTS /COMMENTS: NLr-- r / �G.. /, ! - s J 1"7 / /iei--1/ ^"" /4i w t a—T /i , I-'6. (i'n e' .42___..- / 4y?77- 672- 4-7 �.�> , . c- , /%,0 ` i7,4, 4# / � ,<1- 46. ,46-- 4 1 #.- ##( // o.0-- 4--(�. /� 4- eel 'I -,4} /7L? (-- t)L, � .F U 4,9 5 A "" " - 4 / ••1 e /'r ,Ae i-�. 1 5 A...-- i17 C"d �, 4 . l��ie / • /- /k - ,((,. <.Li-4A,- . cam-) /2 7, INSPECTOR: f C ' -e--- - �- DATE: 1- 71 CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 berNiatra VOMVarfaltAiVIVwCitlx!*41V 6ftraid',:gdciv , 201.4 Wit*Olkitolt.4.14.• .Atoikorosuvr „,...... a, ..............».,,..,.... k.....,.....,.....,,,..,...... ....,...uar...,>,•.•v.4,11..mn. riiNAT xrttrxieNtg. ” ass «:12).1 : ^ ATThlF<. ftrOI;Yibrg1d# INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: (') 'in.)" ' i PERMIT NO. 6 (eta `f' SITE ADDRESS: ( 4 T 1 l ` ll • DATE CALLED: 2 - I 2 - 1 TYPE OF INSPECTION: el/re elAreoL ivatri DATE WANTED: 'I 1 SPECIAL INSTRUCTIONS: REQUESTER: PHONE NO.: V C S I �" $ 7 'O INSPECTION RESULTS /COMMENTS: re,- /, .72,, .. K.;,__ n,.? G/ �� .6 -2 --, cv-eje 7 ? n INSPECTOR: DATE: 21 `� --' f CITY OF TUKW/u Dept. of Community Development - Building Division Phone: (206) 431-3670 wwr�w.+ mse+ wv. v.«.. ww+ � .srwva^r. ^� <iN�Neniarph:n�%'v+u MYnttnlYlil! J1: XtI�At !Y4MR:fi'u15t1'iHbf/SM'M�R.hu »nom t� /R �wi' nHYCi4. ^XSM.!i54ittbkl�iBfiJIGY it INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: U EU ("5 it PERMIT NO. 0-10 6 SITE ADDRESS: (b. 7 0 '- c 1 P)I id sat Jai 4 DATE CALLED: C-9 - 4- 6 7 I TYPE OF INSPECTION: /'eimY(,i4t !7f -- 1/4-1/jr j DATE WANTED: a - 5 --9 / � , .m ; , SPECIAL INSTRUCTIONS: r ill `J REQUESTER: fm; � p J PHONE NO.: ( : , (, - f D an �� INSPECTION RESULTS /COMMENTS: /-- �.. -- a Gy 'J c__ z ,44-4,- �C —6/ j� yqfri i i 2 INSPECTOR: r - DATE: 7-5--j 1 81 i uu+rt*rxtatattiosxmonara cn:,xr x.:~4n..............a ,,,.:. v:,..A.: r..rwm.v.kxantarcet lcr o00.13zw: stz :'tr;CY:::":Y15'dYtVMDI w Ot±'t!`F.V. CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: 60 ,7 x PERMIT NO. 4 ,2-G4. J Z0 SITE ADDRESS: - 7o 2 ,5 `iV 6/ l L�6� DATE CALLED: / r 30 "` TYPE OF INSPECTION: Fi709,iige>4.9 DATE WANTED: — q / f SPECIAL INSTRUCTIONS: REQUESTER: PHONE NO.: 6,57,- �aa.6 INSPECTION RESULTS /COMMENTS: /-7e,7-7--7-4,,?---7 a✓� ---- 7 c / .-. r . .. -� f ' 4 / AM/. . .}f ∎41101r /t/ ..' /�i — .0 .i_ t _ 4 ii INSPECTOR: /941,64_p - -- 1,6. (j -- ). , DATE: / -73/�/ ' p� N'P?Ak'NN4GW'�N�flMe.a +wMderuo w«iw.au CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 nnM. n. o. v... u. f ,+nlun*lvSWnINK!tlr�lk4G:l.Y.t Y,i'?f. INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: W . W . '10 I n . sr PERMIT NO. (DO (p c - T SITE ADDRESS: Via c-- in 1 DATE CALLED: f s- q TYPE OF INSPECTION: OK cc( 1) pj DATE WANTED: 1- �j--CC ) ; SPECIAL INSTRUCTIONS: REQUESTER: ' ke_ PHONE NO.: (051 0- .c ,a D c e-,-, INSPECTION RESULTS /COMMENTS: c f2' - _ INSPECTOR: ,,'G -222' _' ,-1,/ DATE: l--- 71- S.- Gj / CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431.3670 ty.Y ti :7;J is 4114. 2tNi`. kMR3'. i;'; �! tJ! tR`. ;r2'1' ?:'�R'rA.L *.x:. °a''r;:}li INSPECTIOIRECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: / - i�� , PERMIT NO. ZC G SITE ADDRESS: 9 7 ?_- S Tom:, ,.. j,. / 31U, -./ DATE CALLED: TYPE OF INSPECTION: (96, 1- (v„ /4 f DATE WANTED: L/. `/ d, SPECIAL INSTRUCTIONS: .9 REQUESTER: /V / -',,- (% 1.1-) PHONE NO.: / (5: ‘,„, INSPECTION RESULTS /COMMENTS: / ,: -.,,,Q -----7--1,-...- . < ,7_. -, c -, - �, -�-,. 2 G ,,e,�?..4 , - rte �� G � ..... . . ""S'e> d;14✓1 3 .. /9-, a - .∎ i J __ - !p ;% V -- 0 INSPECTOR: .- % �� _ �,,.,/�- -- DATE: /-- Z- i C/J 011.411Wist akeru ourn•Mourvm rr✓.At .tr.wrnarN..+ -www CITY OF TUKW1LA Dept. of Community Development - Building Division Phone: (206) 431 -3670 .........»..... »....« «. -..,„ .......,.,wr. +....,...r+rm a+...nnd.tsr�rv�,.p Oat} AlitIVri'. tl 001 2SVi ZJ 3W!tN:: ?',' itlRYRk7 ;7i+t INSPECTIO RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: _ . � -, PERMIT NO. ei _6 , SITE ADDRESS: 9' 7 7,7 n ° , -, . ( 43 4.f., C'7,, - , x „,„ DATE CALLED: DATE WANTED: /— Z 3 ---- C 1 m TYPE OF INSPECTION: ,- , ,L • / SPECIAL INSTRUCTIONS: "�.3(D REQUESTER: /4 !' 4-A'".e _. /6 PHONE NO.: INSPECTION RESULLTS /COMMENT$, { /' "(1 e9! r �J L /'fir a /-7 G t L l WG�.- l -�- 7lT 7 � j - .r ... i a O J — 9 - , / . 69 r / I -- - / = / v0 • /' 72 C< < , -a-5 , DATE: / - l/ INSPECTOR: /4._,_4 � A. -(I2, 11 ei4Y illitAlti IctrA INSM9 VS'000.31V/it∎ms'eznua. KSn • in.!rw..wwr..�u...+.n.w•a....,. axe , ro.r :.rnroe.fannxnt+r�acari e CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: bL W ( /td.it PERMIT NO. (o c: 9-6, 6 / SITE ADDRESS: �� 749-? ✓�f' &) L DATE CALLED: /— / 9 q / TYPE OF INSPECTION: AQ4t ' ° 2)266 •A-f}' DATE WANTED: / — /J' I / Oa: SPECIAL, INSTRUCTIONS: REQUESTER: / , .Q.. Viii laLc e- A- 61' l ' ✓ PHONE NO.: f(, s 6 ""- -- O INSPECTION RESULTS/COMMENTS: ' _ 4 -t - -*--L v'- -yam --7N-0 12-41.-r".4.--- �� •J.Q i / 1 �T / 0 INSPECTOR: -- 2 --- - " DATE: I - / " 7 / CRY OF TUKWILA D :f Commun �3ityy Development - Building Division ���` r,. �"!£; �s�t` �' �£ f` k4Tl�" i! LM- �dk? s�clY;: k3 .r4: *z�!t'��axxivs,•n;s,•rr<�.; t��:;, + +. INSPECTIORECORD 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 PROJECT: W (WtAi `ljO PERMIT NO. 0 / SITE ADDRESS: / " [ Z• I fIgP ` DATE CALLED: f'' GI TYPE OF INSPECTION: - .. • (1 C ; . -A- e - DATE WANTED: / IL ' a l f SPECIAL INSTRUCTIONS: REQUESTER: n PHONE NO.: 10 9(p -- ' 222() INSPECTION RESULTS/COMMENTS: (4, F 4_ - -ef r% INSPECTOR: /Ct e _- .4.----(7 DATE: 7-- /6-( —, kivi stroar .�naaa'trC,aaJR,avv,3ar:,rnE Mltt'rracta4mn. >.t< Nis /{{rcyyJ4 t rata CM OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 vtv,.,.. „vrrnarrsew- eertozweAmot t Xve , ts: >rwtredt4Wa? S kJ INSPECTICORECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: ;, PERMIT NO. ,r, .. SITE ADDRESS: a 5 r D i i V / CALLED: / -- / .6 -- �I� TYPE OF INSPECTION: _DATE nC. C.�, ;n-( DATE WANTED: / --r / --- 91 M J SPECIAL INSTRUCTIONS: REQUESTER: //If PHONE NO.: &Ls 6 -- gca.a0 INSPECTION RESULTS /COMMENTS: C ! lff'� t..-- - < .( 1 re /f �fv INSPECTOR: f 4.0'17Y1 DATE: j_ //- / 1 CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 •,.nnwraw.nt., + +xir+rr.- :ivrarrct• lit#4 rr.? rt.*t"St?;;: •Wsall ows.rarrraammil xwrimtan.siz INSPECTIOIRECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: ( ( (4l t ii f it_...) PERMIT NO. ( (9 (n _ / � SITE ADDRESS: (r2 7,'1 -'j I or( 1.� Al l/L�(' S DATE CALLED: . TYPE OF INSPECTION: O).-v DATE WANTED: -- Gf SPECIAL INSTRUCTIONS: REQUESTER: /j' (V� PHONE NO.: ( b -•- Ku� INSPECTION RESULTS /COMMENTS: C / - I /J / INSPECTOR: mac-e_...--- ,l 11 DATE: / Z. - 4/ .O+1/Y✓i#momt X?„ 4n' iWli4d! :.•rtkv(•slr CITY OF TUKWiu Dept. of Community Development - Building Division Phone: (206) 431 -3670 4 L2Y>�'•^`�� f fM : xVli.: ilVM•.. xax3i7.: FN. t : 7 f T. • s. ":?=?::+ �b ,V #ift'is,. n"!S19X,7;:S= .YAP;ff %I ki /eA'. INSPECTIORECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: +.k) t )3 (c'l n o J PERMIT NO. (Q 24n 6, SITE ADDRESS: ( �.,,e 1 (O U J� l S DATE CALLED: ,`•' "' q / 40 .0.0 TYPE OF INSPECTION: Slap C ck i x o DATE WANTED: l — 1.4---- 9 ( ---.4.9-- SPECIAL INSTRUCTIONS: L REQUESTER: "kit( ec, O PDCt3 r Jj" it PHONE NO.: Co C)(; --? 7 2_-Q INSPECTION RESULTS /COMMENTS: (4-c,JV • --r-e c,:,.,,r.-l.t_A .Z- -- _ - * -Q--.-4 c�c �• -0 c e(A) - -- . � 1-1 _ , �� G (» n Z (.►--� a.� r cyr. .4 -i-tk. - I - v GE.6 -4 foo G— ,,..y-eA-J CA) cw-14-wa. eA-cA.CL•tc471,-- • INSPECTOR: L DATE: / - if q / �Mj$ �.( �. �tA' sl'' � �` c ' �2e' � ftJ ;» �'} L�",# 7a*_ �t;? G% Y�L1N7 9. Y+: L. a�arnar. wucnr. �.» e.«. , n ,,.. r x r� KU-.+ � .,w.xnd.,Mma CITY OF TUKWILA Dept. of Community Development - Building DM Phone: (206) 431 -3670 INSPECTIORECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 Type of Inspection Site Address d Requestor rvt cc.. CITY OF TUKWILA Building lir rtment 6300 souttIL cer Boulevard Tukwila, WA 98188 (206) 431 -3670 INSPECT N RECORD PERMIT # Cn 2-c Date Special Instructions Inspection Results /Comments: (/v ea '►�e.� — Inspector C �r ^ Date Wanted / 3 ��i I a.m p.m. Project (/JLJ Phone # Date / - �' "'� �' Inspector ISi Type of Inspection rh --010. Site Address (D "7Z.5 a Requester /14 j e f .. 9bY1'.Tw:�Nit'f%p 9tJe. ^R3l d� �•JWb� CITY OF TUKWILA Building qVIment 6300'Soutliii6cer Boulevard Tukwila, WA 98188 (206) 431 -3670 Inspection Results /Comments: t. j -e 1 t — 4' Special Instructions INSPECT N RECORD PERMIT # Zoo 6 uccfv .�MLrikath*:^t41:k5'iHtSi$lC1tN 1P:1 w.w:iJ:Mi4W�ri•*;n +:t �+a!ww +t✓iva.`.�Nt'fuhatvn Date /2-2 l 1 la tiokDate Wanted /Z ' 3/— Project 4 , 0 4 ? ) 54 --d ea, Phone # ( °• R + tD K Date 12/ 9 o a .m. Inspector Type of Inspection (17 Site Address CP o1 • Requestor 7'7k -ie OS Inspection Results /Comments; CITY OF TU I LA Building •'' rtment 6300 Sout '.cer Boulevard Tukwila, WA 98188 (206) 431 -3670 6 ...._ .,«....,.- ....»...utt.aw+.n .«rrwwnnw.mrwx«wwrrr �+ ww. urtY. t+ snY' h�/l mn. K+ iLLTSY? drt. Yt+.' � 6 G71 , Y4S7rnt :OKi�ax INSPECT N RECORD ' PERMIT # (0 Date 4j /d / /q o Date /2'Z !0 Date Wanted Project 42 Phone # bsZ Y ?c O a(4) p.m• Special Instructions �+- C Cult eAe1N F'�f�dkYiM pe of Inspection to Address luestor ?cial Instructions ;pection Results /Comments: n�.n•FAM L. ' J ' �9dS }y' wwru+ eq' naa+ exn. a.., .��wa..arcrs«u..,.+crrmu+r:�uxv ter+ zvr�a +�.•ep�..c• <4, "�y.'�,+r+�.;ro-r :.,�•,�r.;n. 1 »wr- mXreMatwxask:•vnv .....,..�. _ CITY OF TUK LA Building 0 tment 6300 South ,er Boulevard Tukwila, WA 98188 (206) 431 -3670 //(..*-)—_ .0. if INSPECTION RECORD PERMIT # Date Wanted /2,-;? ► p.m. Project A.,/ e: Phone # Date Inspection Results /Comments: Requestor /,/ ? /AP.. /D /"% Special Instructions trt;sss�aas.r u SSA CITY OUKMILA Builds � iparttaant 6300 S tcanter Boulevard Tukwila, WA 98188 n ' (206) 431 -3670 Type of Inspection /.4 i� %C=am Site Address 6;7) "3/..I/ �XLU a h�Zda�vti7rar5rr ::iko,lonAitee:Ft ratftSAI*;A2",I NtifOrkt41ttint,`nvtr k!Ek! aintirtiVirO 1rt : . INSPECTN RECORD PERMIT # /1,2Z, ( Date 134. Date Wanted /2 /2e 3 a.m. Project - Phone # /6 '2 22 Inspector y„,4, �2 Date_ j2.'" 29' — RD e„J Site Address 11)/?" I'OGtOl '(Vo( 5 Type of Inspection Requestor yf(,OA- Special Instructions Inspection Results /Comments: -0-yr ; £ U .� .-�- .—.) Q c e l 0.-C 'lid"" ).,,.c) [�./ t -oz 4 , ^per • / V Inspector :.t CITY OF TUKWILA Built' Department 6300 .thcanter Boulevard Tukwl a� WA 98188 (206) 431 -3670 /43 v sxaesr,=r:,n 01 lbK44l !if .1+/d'►Yli1M!W61'IY itkGtSY #: RSYr;ir `l L'kSt. 7.tOilitge. 114.02Ct'i thiiglet X:Al1Wta INSPEC ON RECORD PERMIT # # Date /7 Date Wanted /2-- q O a .m. E Project fN , (n1 e2/1(a.,4446/ Phone # (p 1 • V i/ Date /2- Inspector :,' X19$. CRO i ? +32�{; Type of Inspection Site Address Requestor Special Instructions • ?: ICIRIM :n.'ttt.�nsarkavmnrue„,..r was„ n,. a+ w ,n..w ».«c,.�,.�rn�M: +n;nnav!r� r= raurnenn, nY✓ �r.. wrx�ri+' ti+ �. �rt.url+tYek�€ir.rr ^ti�.w�SR�i ili�:t� ; ai:}: '51;.(YI'�:'F:'T.�•Me�:'*{± nY ,3'� >w. r� CITY OF TUKWILA 8uildinoartment 6300 So rnter Boulevard Tukwila, 98188 (206) 431 -3670 4.11' q CA41 1 Inspection Results/Comments: 1 4p // ra /42],c,44,44-e,+-,S CA-41 op 5? INSPECTION RECORD PERMIT # Da ? — (� Date Wanted 1 ( ,- 0-9d a.m. p.n Phone # Project Date `j-- Inspection Results /Comments: Inspector CITY OF TUKWILA Buildio�artment 6300 So nter Boulevard Tukwila, 98188 (206) 431 -3670 (y� vsuttm tiuiei f imoo ,taunt 4 Vtli7;i' .tlYEAVAVA'' ;t4 2*#4 t fe -6 : h ? avV. g ; INSPECTION RECORD 1 !!P ;; C PERMIT # Date 1 1 --- q - C ) (L. r .4 Date //- 13 '1 d Type of Inspection (iti✓ Date Wanted 1 1 - 12 - l ,m. p.m. Site Address 7 S 77v cLet. Project , • ( • 'era f' to N' Requestor ` L1 Phone '# Special Instructions nsaector -ket f11.111101TedwzkYoainktl4_a aamnrm-t wdn...... vudlkir aval.mear.WilIRi4gr.ctImYnkS" •aE*W.Iai .Mi Ltlatt'1NW.AlittrrlA AVS.� CITY OF TU WILA Building ' rtment 6300 Sou Ater Boulevard Tukwila, WA 98188 (206) 431 -3670 INSPECTION RECORD PERMIT # ((p Date 1 I '' c PD �Q 1 ) 1 5 - 7AA( Date Wanted 1/— 60 —10 ype of Inspection ite Address (470-f.,5 110,(ti ejI VG{ ' S > Project W G3 E14/ equestor Q k?6-v h:Q Phone # MCP �2ZQ pedal Instructions rU ( %_ (/vi /2t mAv(z G, nspection Results /Comments: I ' ' t.._ -_ .'•, L.1/1,,0 t2A-4 C lan! Z-- . -_, t A.. Date l /- 6 — n .w...... w.,,... ...„,t•...,rearn;hr...,t_6..,. ,wwkv ioixmoi,„...i..,.,,vm.x^t .,,,1,, , INSPECTION RECORD PERMIT # o�Cp CP Q Date 1 O ,.CQ — 9 0 Type of Inspection ��l tom' C 4o ^ Date Wanted - 0 ~�'1� a.m. p.r Site Address P- S d Cal 19). , Project 0.) tU - `a. ra Requestor JO Phone # IttaaattleAtttibik Special Instructions Inspection Results /Comments: hYr�4 ^evookm CITY OF TUKWILA Buildin °partment 6300 So enter Boulevard Tukwila, A 98188 (206) 431 -3670 prkl Ce Inspector — D a t e / 6 -- - 9 d CITY OF TUKWILA Boil , Department 6300 .,chcenter Bo Tukwi a, WA 981 (206) 431 -3670 Type of Inspection Site Address Requestor Special Instructions Inspection Results /Comments: Cc�YV� .rwvwµ•wr� sM.. n✓ vinr�ws. �4�. owWiP�Y� t+�!YVe�YMfWiti�IkA'f1UW WM'. b✓ dt5tliwtMtJ�4i ✓L#irbtYl'UMbIG.WHnni INSPECON RECORD �Ce l0 PERMIT # Date in -- - 9 Date Wanted ) O Project Phone # Inspector GO(ifi Date /0-''6 itatanat145160.thl hYdx . Gn xx...+w+o. +.:waM�.wacww.»a+..MSC_+v rov. Mxcv.�oraGC.e�eP�+s.MNV�nu+csM- SL'Ft�l'�,.'.Y7�')aL:7ifJI[Skl} ,MJi3S�31tiil{�N.7 ' iS CITY OF TUKWILA Bulldip hpartment 6300 So enter Boulevard Tukwila, A 98188 (206) 431 -3670 A , Type of Inspection Site Address - 72-5 e-/c -! , /t, 54_0 Requestor Special Instructions Inspection Results /Comments: 4;pt A7 I-CieY frt 49 /`-'vlle Inspector INSPECTION RECORD PERMIT # Date /(O --2 3-410 Date Wanted /O--? 1 . p.m Project l,J, Ze2 4.-,.y, �, P■-• Phone # �t ,/ T Q so ~/� Date /(9 ^ C/U 1441 2ita gMil i47141411(2S461W.i4 M R .O.. LUt+ Y7.w1 xv a+«......4x+rrroutea ldtt02924cxeaak : nI sINYeWit haueN34ttraf[311412ileostro 'a*a Type of Inspection Site Address Requestor Special Instructions Inspection Results /Comments: CITY OF TUKWILA Bu i 1 dy�^�• Oepertment 6300 t 'hcenter 8ouleva Tukwi . WA 98188 (206) 431 -3670 INSPECTION RECORD PERMIT # Date 20 -(q -Z Date Wanted /° 2Z --q° a.m. O. Project kJ tin) < bArat}y1.4ipt Phone # 5 (0 — ; - -O ir! n-wr � . • i j Inspector Date //7--•_2 2_ . • ! " .!1`14^%1 7 , 11 ? • .: .. ,,. +. ' .;SM,t'. �ir' , . _i;.,y ^'f �.1 ,• • ILA TURWILA FIRE DEPARTMENT FINAL APPROVAL FORM FINALAPP.FRM City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Project Name t 4 -" t-r/ �r�, f, y c Address 9 7 5 7.1. /Retain current inspection schedule _ Needs shift inspection Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature Approved without correction notice Approved with correction notice issued Gary L. VanDusen, Mayor Control No. of"' Permit No. 'f '' 4 Suite # Date T.F.D. Form F.P. 85 GeoEngineers I ic. 2405 - 140th Ave. N.E. Bellevue, WA 98005 ( 206) 746 -5200 FIELD R �'�RT 1 No. 002.--13o 1 Project: W e- x py�, Date: ti /l? /41 Owner: lit/' 24/ Gran, -r c . Report No. ! y- Prepared by: A A el / � J /"' i Pe - 7Yl it Locatio k 4.A. Arrival Time: tIQO Page: I of Purpose of Visit: , C s�'I' Zt-t /rnk r , ><. S1says/ v 47. l Depart. Time: 1 130 Permit No. Z ,/ - 41 r-f -I.c. s,'-t �.-(- .�- ,r e Bey r t r► /1`e 4,Q.. 05 be r frt � (Pe. - 4..9- I , ) .12) , 4 s� �rr,tck GyeZ Slti4 f - T firfic�k ai -n �-/ 0.8-7,1. 1/1/. ,, C- 2 , !tee i. / r �: .�. .r. c �c.c� uwc " .4 F- a Sr /4 p rAx ) _ / 5 ela W! r�l ( a 9 1:10, 17 71 /4. Ace . ( lu-� .. �;.�. , ?sf I..- r t.� d ,any a /L_ y � I r . . �l / / . G1 GG_ /, y 7 I n 6s v��..l +L. 5-.4„, r AZ 1 i'P -1" 4d-- , „via L.,. -- el - S rt l itetW / eGieg c C'r % 4Vet.a a zA42 -e r f' e2.1"44.1 /..(1 G/1 ( 6 A f e& ii4 r ! l ;NZ ;dzc 5 oet S a2 -- r A �. 1 4-2.... ,, a 4. - ,;d .0.- - / .,en01; H /,..0 * / fi 7 ,1?ri -t WAS" 5 ; to / 8 dl Rte / O h 5er' vae-6 eu. Abed Ora 1 Ii1. 0i o pill /etc 1 > ks & 47 P1 ly � 4v-, t - tom .iP ; s / / ,: 9 , '5141 �� ill } eek L .4-, t1 cl C-fte- n c_. . Ipts .1 r Attachments: Distribution: Signed' In This report presents opinions formed as a result of our observation of activities relating to geotechnical engineering. We rely on the contractor to comply with the plans and specification throughout the duration of the project irrespective of the presence of our representative. Our work does not Include supervision or direction of the actual work of the contractor, his employees r agents. Our firm will not be responsible for Job or site safety on this project. P 7114i Prepared by: ` eel- Isc1uncer Purpo e of Visit: N GeoEngineers I.. 2405 - 140th Ave. N.E. Bellevue, WA 98005 (206) 746 -5200 fi Project: FIELD RED RT (A)arr. F, inc10,'1 Owner: 1 ' V VJ Gr o t, er Location: ✓ T, t uirl ci 1JA Weather: 1 •�, rM �1 pa fly Arnvalfii e: e3r.A J45P Depart. 1me: Sul, le tr ^-1P apL1-1- !',,n �, rrr1- pa ve,e•n r re pn f W. S,G File No. 1963- Oo2- - Ro Date: (tL 1 2.1 ,/9i ) Repo N . IS Page: of Permit No. T. fenrj Srh r s f a hac '' ,, $2. ks f 4 k / 0 6 nS e,.1r}Soet 4 �^e � � 175e P et?orrv!f ' /i e o' n rg - I1 e `'� WO re. on 5e asrrl(.11 -e5 X 11 P. COtrY,ena. t3- ar {41 s n / 11w \1 ^^ ,,,, �t V r as ltt r5 . Pi $ r g S'r 47n 3 are 3 AC. (',v s l a . I6 J e 11ps Q AC 6 vtr 4" Cmis.e.EA I r or K p v {r , Yrlu^d/ e „ t-, �Pr1m� ( �' 7ri7 r� nx�C ,v) 1 2- 01` , ii.u, 1- rorlt IL rv„ in +he r or v7142,, C1ita . (^ I rte O1� n j� 5 uobase, [Noel ,pen elcud 10 k Cii i) on'el; del ()iv v` F 1(J r � � �nit 133 (rZ Sin 411 Srt4 ) n,lrn1 Of) 19, v s Yr$,./4-61 �vr ,)-ht CorntrhT d)1e, 11Ptn! favf,it4 -4 1 r .T J a� „ ' n, ! Trrrt �P oIP� �11r.. ut9s Orl —S/ j i , rn t/ysi7- 4o roll 111 r t �r rtr•n S�f�nc}C. �n U1trPl 1 t7llil � �n* f 11 rid . I rI G [run /I.� o IrW ( c 4 Or A� 1tiUS Q7' 'r6SNf- 1'n alt e; life t7 /ran 41 tale) Pr :v. Ake, a - ((�� I / r I ( .1 1 1 , , acne of ►rluri . , ssr) 1 2 „ f '/�,• *p Ii rt o elves) 1 n V •P on e - comes aQ ) L A' ) QQ.1rYnnen+ OW, 1 ..5 r`ct1.•a„ 1 Z041 / 4 lves 1 r el y Arnie) OS) P 1 y :41v (�l�1rr t ey '- kent 44.0.„4,71, 4,2 J I I S4�rt# pr e (n Wrs 1 1 [ :Pro2t'i1 /� fYre .nr.n dt-1t l rYfi )n Pa3u /4y1 1 44.0.„4,714,2 N Gl l tk Sulked. /;'nr 'onS - r;tt^ht n. .. �/lt rrMa+1 r A . paiti lt,• or & rte /r oT. vo �11r'fvrt+t se;! n/M%,)y rttrin� ,„ /Im S ine! m , Ct &kr fift:rnl.( p ulj\lc my 0 �) r/viccn . 0 < ;/+; C htr T hark 011re.+tln�' (4/15 5 WtE^r+I , I 3;111 lev. `4. 2 1'4” k Som., tic Wilt [;7 UVY� �l�r 5'014 Sad otreA bSerw.)�, 4„, "Me Ar�rlton rrnrN^ dYifid n" G QA� n�l�nq � ( M + 711iS �rY0., l.'tT 1,,nl5 or Surf ,1•L4 Ji'5 "r' vnl r?,n rte ?a 121,11e( rrvi)lei rdi f l rj „., 7f10 14r, 144,Je n4 I, 4,1 4-Kaic 4441c cknd1 j 1L k 7k Tent t r Scoital J ry S_, 42 This report presents opinions formed as a result of our observation of activities relating to geotechnical engineering. We rely on the contractor to comply with the plans and specifications throughout the duration of the project irrespective of the presence of our representative. Our work does not include supervision or direction of the actual work of the contractor, his employees or agents. Our firm will not be responsible for job or site safety on this project. Attachments: D Distribution: lit 14 a Lomt) sfVd vn, 04 -Site, Signed' 4 .ae144.k W.W. Grainger. Company c /o.Al£ red Croonquist & Associates One Union Square Building, Suite 3404 600 University Street Seattle, Washington 98101 Attention: Mr. Dave White This letter constitutes our closing report for construction monitoring services for the addition to the W.W. Grainger warehouse in the Southcenter South Industrial Park in Tukwila, Washington. The addition is located south of the existing building which is southeast of the intersection of Todd Boulevard and Olympic Avenue South. We made a series of site visits between August 1990 and January 1991 to monitor various elements of earthwork and foundation installation activities. Our visits were coordinated with representatives of Poe Construction. The observations made during our visits are summarized in Field Report Nos. 1 through 15, transmitted to you separately. GeoEngineers, Inc. 2405 140th Ave. NE, Suite 105 Bellevue, WA 98005 Telephone (206) 746.5200 Fax. (206) 746.5068 JAN 231991 C TY or ruK W.,LA PLANi'UNC, DFPT. January 22, 1991 Closing Report Construction Monitoring Services Warehouse Expansion Southcenter South Industrial Park Tukwila, Washington, for W.W. Grainger Company File No. 1963 - 002 -BO1 Consulting Geotechnical Engineers and Geologists Leo Engineers W.W. Grainger Company January 22, 1991 Page 2 We understand that no further construction activities related to the building addition require observation by our firm. We conclude that the earthwork and foundation installation activities which we have observed have been completed in general accordance with our recommendations. We have enjoyed working with you on this project. HRP:JKT :cs X 0 0 cy, K. I 19i; Ji". cw F VOq .9 ti O ` fr AL Two copies submitted cc: W.W. Grainger Company 5500 W. Howard St. Skokie, IL 60077 Attn: Mr. Bob Bishop /city of Tukwila Building Dept. 6300 Southcenter Blvd. Tukwila, WA 98188 Attn: Mr. Duane Griffin Mr. Bob Benedicto Poe Construction 3207 "C" St. N.E. Auburn, WA 98002 Attn: Mr. Alan Peterson Yours very truly, GeoEngineers, Inc. 44-1-64 al-LL- Jack K. Tuttle, P.E. Principal ADDRESS Plan Review PROJECT W A 1d ( w e . 11,10, I [-.RtA lj'" 6 DATE (2 -10 -90 PLAN CHECK NUMBER CITY OF TUKWILA DEPARTMENT OF COMA 'JTY DEVELOPMENT prepared by:, PLANNING DIVISPoN RE: FFU1 M EZzh.NINE� uueL; I r OFFICE UN04ANC.I�T� &E el►T[ED - 1- l,___EstA&►tdS M a: • i-et) : 14ac) T AtNI NG Rtvl, 4 201 35)(Z2 2 0 = ccc4J( NT ix = 381 L. ,l_ r a K, F2OM Ia_FinCE• = 770 < O ; t OI4e. < 60 l' UtdCN e N , 20;• 4fl�Ll(P = 640/6= 43 Cam, DN LEL ,AL e_A tT 6► K . F 1 I ` QQ.la_i.. ✓ n . 55CtTiNct ROM q; ISD ..N�QF MF 4Nt t 13 0 144. -aa '3 MI N E_ RA 205 UAS QG s m �t�7 MAl,bls C N__‹.. ._ x Ex ✓ , K ED ✓L 2 W sVt N4F. laktUN _Cogeoce... ((T 2• Vl 7 SEND �, OE s /5 W.QD U r O E.. 30 01=012W-cm ,'( I- Pie LID .c e_ WALLS ML,1s'c tt "fici4tl Wore , -- Co)(LL co t4 isSAN Eot _ elf t_ (',_ • &. i, hr! k _ i ..• .1••• A. s CALL 4p cca y I • s. L. wirLI A 2DjMj_____Th ?fib ' U r _ kJ 2 iJAW 1 _ q , SAFI 1 ADDRESS Plan Review PROJECT W A 1d ( w e . 11,10, I [-.RtA lj'" 6 DATE (2 -10 -90 PLAN CHECK NUMBER CITY OF TUKWILA DEPARTMENT OF COMA 'JTY DEVELOPMENT prepared by:, PLANNING DIVISPoN DATE SHEET NUMBER(S) SUBMITTED TO: CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUBMITTAL * * \ I 1 D r. c G 1990 L V 4� PROJECT NAME L v V e �.'I -� G % �'�I { 4l+ �,:. , hs, ADDRESS CONTACT PERSON t-A v C) v3 ft I ARCHITECT OR ENGINEER Wit = c ))4 1• `=--T PERMIT NUMBER C < ' G C.�' ' (If previously issued) PLAN CHECK NUMBER TYPE OF REVISION: � '=' X _�. l n Pe° Lr ›1 )A..... -,, T At) PE 1') I v 1: e f 7E d 65-0 n Cepg6? -(r-z� � p t61cek 1 ee Mf IVvi;l U ' . C__0,\\-e. d 1J av i d I -cf0 (L--ft mw a5.0 "Cloud" or highlight all areas of revisions and date revisions. �. 1 1\ C7Z PHONE �1i1r .7 CaaQd d past CoS,00 i ii R.Q.c..4p+ Copies Date Description 01 Field Report Nos. 10 and 11, dated 10/15/90 and 10/19/90. Geo eEngineers LETTER OF TRANSMITTAL To: Alfred Croonquist Architects One Union Square Bldg, Suite 3404 600 University Street Seattle, Washington 98101 Attention: Mr. Dave White Regarding: Construction Monitoring Services We are sending: Attached These are transmitted as checked below: For Your Use ❑ For Review and Comment cc: W.W. Grainger Company Attn: Mr..Bob Bishop Poe Construction Attn: Mr. Alan Peterson City of Tuwila Building Department Attn: Mr. Duane Griffin ❑ Under Separate Cover ❑ As Requested ❑ Other (see remarks) 2405 - 140th Avenue NE, Suite 105 Bellevue, Washington 98005 Telephone: (206) 746 -5200 Fax (206) 746 -5068 Date: October 22, 1990 File: 1963 - 002 -BO1 ❑ Returned OCT AIM[l.WEI)) 24 1990 CITY OF TUKWIL.A PLANNING DEPT. Signed: & t tj Bert Pschunder • GeoEngineers If. 2405 - 140th Ave. N.E. Bellevue, WA 98005 (206) 746 -5200 F IELD RE RT File No. l ?la 7 . - ( ()Z (��) t� Project: Date: /0 - /9 — 9 - 6 Owner: f �° C ' J i v/'C ,`�'1 C� P� (_C). Report o. (I Prepared by. .pc)i-t C. //0 } Locatio : ei-i7L*, ' / A{nval Time: Page: Purpose of Vjsit: / <.- -rdJ-5 r /j/Gl /r. I � '!7 Weather: JG, it it \./ Depart. Time: Permit No. r/ C) r / y✓l ck el le (7— , -�f' s 7 h C' 1;1 ` 1 ; c ter')' '2 C' ,- ti.� ,■' h; c, /� . �� -..//' / ` 'r .,. .,: /s( ) P � �' . 7-i �e 1.1.4....)C.,_5 � , , G s aS 2 '' r) �r -J fr c , ' C I /��ht („ ILG1 62 4, e-...... d,1 // d }4 2, N o T h f: "The7 "The v7774)4 f //1S. e,-. : G /9 /e:/- CG.,, nee t -ti rfo_ /v 14 , , y 771 c 7' A.^ -- r, ...S(..t(; r 1- r, ' .+° - • • /7 /J I - _ _j 7 D If z / " I Z -7� /� zul r..Y� r\ b r) t J sc .. / �/j P /Il Gr �e1"`.i r G ,lam /r f G• () /vLP e, c-/ C C/. / p n/ e� - GI CC'? ) v /`ec LA,'fp / tie /l 1 _5 Diu 5 E r ✓ C' /l / f p�r - ortYlc, /1 L)+— 2 44 e _ / 2. r ( !�' /Q -)4 e._, This report presents opinions formed as a result of our observation of activities relating to geotechnical engineering. We rely on the contractor to comply with the plans and specifications throughout the duration of the project irrespective of the presence of our representative. Our work does not include supervision or direction of the actual work of the contractor, his employees or agents. Our firm will not be responsible for job or site safety on this project. Attachments: Distribution: Signed Ar ` GeoEngineers Il . 2405 - 140th Ave. N.E. Bellevue, WA 98005 (� (2 06) 746 -5200 FIELD RE • ; T File No. , G173 -oo .- •r Di Project: \ c Q -\\o.1 .r � .�. .∎\"' , nvN. Date: Q - \ s 9 C.) Owner: Wrw, C- ,ta. Report No. \O Prepared big `rt7\ ∎∎ u1/4 .. fNA.....s. Location: v 71/4.)N Arrival Time: \o 7 Page: I of Purpose of Visit: �tre\ Cs• \dam nOY\; \ Weather: 0.„).43,(.0,6* - .ci Depart. Time: \ \ 01 Permit No. -I- \J\5; sa,_ -*-1 .4— ...3 to r%' '4 7 O 0bb• RV0\ctr.,\ '..4. O c\ \ G-\ . t '- ; r ". "‘ 4.- `7C.t..S \:.,;, N r ` h , r�r fi 42. V.,. Y \ \2. ..ON) ■ h cf \- T`f''"0l.- 5 \A.k's, 0.� C \V ,t 1'11` -. 6_ v "Q,. 4\ L l - I , t .:11 �c � i `.� � , t y n •¢. r t:, Cr t \. , ,' K, p C c? • o t r,\ � � � h kC ,c , 1 � 1 sJ t\ , / 6 • c_ \ Y , Os 0 J �.a. r : '`" r , , . ,. . Y • I \,, r4{ 0 N. r. .�.. ;� c> r., -, .4 ? L► 'fir t 1 I:a: r-1 'C' '0.\ r Cpl:.. \ \r\•4. \r'^ s'A, ‘ 'C' 1Cx..\ \r17 r' St l4" r? •••4 -AA v\ y ■ Yr AV ^ k ' k 0 '1"r\ CA ° '� 0 m s: 'Y,. +. •', t,4 CIA 42. f:•— 4 .44A-% \ 4 1,. 0 :7, ` < <.', r",.. \ o_ l C' \ on" c?t " \ * va � J r' ` . c..T►V" 4_ V454VN, 1 �i 2.. ...' \ \ ` . '\ y �t? ..." e . '-,:o ,`.r',._ 0( ".0 -.� ^`. \_ 4 ')\\ e3 e3 r1,?,( ^.\ r W ■\� -) p� c.- a4 `` \ M 0. -m 0•4'N. .AeittF d QCyCZN SO r■ '\" CC\U�s..0 \o\ W \ \\ i \ 0.•L \ S o x ` .2& -.. �d (i% eU s ". , ) r This 'upon presents opinions formed as a result of our observation of activities relating to geotechnical engineering. We rely on the contractor to comply with tho plans and specifications throughout the duration of the project Irrespective of the presence of our representative. Our work does not include supervision or direction of the actual work of the contractor, his employees or agents. Our firm will not be responsible for job or site safety on this project. Attachments: Distribution: C(\ � .e, Signed' GeoEngineers LETTER OF TRANSMITTAL To: Alfred Croonquist Architects One Union Square Bldg. Suite 3404 600 University Street Seattle; Washington 98101 Attention: Mr. Dave White Regarding: Construction Monitoring Services We are sending: Copies 0 1 These are transmitted as checked below: ® For Your Use ❑ For Review and Comment Remarks: Date 0 Attached ❑ Under Separate Cover Description Field Report No. 12, dated 10/23/90. Poe Construction-Alan' Peterson pity of Tukwila Bldg Dept. Mr. Duane Griffin ❑ As Requested ❑ Other (see remarks) 2405 - 140th Avenue NE, Suite 105 Bellevue, Washington 98005 Telephone: (206) 746 -5200 Fax: (206) 746 -5068 Date: October 26, 1990 File: 1963 - 002 -BO1 ❑ Returned Copy To: W.W. Grainger Co -Mr Bob Bishop Signed: Bert Pschunder G@OEngineers' ' c. 2405 - 140th Ave. N.E. Bellevue, WA 98005 (206) 746 -5200 FIELD R JRT File No. j q63 -66z - Bo 1 Project: iii/ � j E - y q Date: , / 1U ' Z3 / Owner: Lv. W G �� . 5 ,,„- Ca . Report No. 1 Prepared by: by: . Location: TK.ku.., /u Arrival Time: lLA Page: j of / Purpose of Visit: i ocs 51.4.60i El/4. 44 -fig, Weather: c ....r c.rri l Depart. Time: i. 00 Permit No. I - , -k e �P Z.% r o rP 1 re-A - caPcrQ 1161 a i:e of GIA elW d re-e- d t 1/261-1 l.' 5/ - d 1 /2. 4�.c s / ex ' - /.� r/ro r I - L. vv ! s G...tIS le-e-.7 / 1 Tiae n+ • ". ... Q�c_° - v( 4 0 . r A. - ..t ! . , ` r 4 � ( ie/ c• e r/e�� e _ � . 0... .. _ i� .. _ �o ' / i_ e% _.:. 4 L. I' :-.-.■ .r G+ 1 SAS .r � - ex'r'Qrtp[ ( crat 'fn -!/ 's1 •e, sere v ' This report presents opinions formed as a result of our observation of activities ;slating to geotechnicel engineering. We rely on the contractor to comply with the plans and specification! throughout the duration of the project Irrespective of the presence of our representative. Our work does not include supervision or direction of the actual work of the contractor, his employees o agents. Our firm will not be responsible for job or site safety on this project. Attachments: Distribution: Signed: -2044/ 2 October 16, 1990 Poe Construction 3207 C St. N. E. Auburn, WA 98002 Very truly yours, DOUG ONOVAN DD /mt Attachments MIKES SAND AND GRAVEL COMPANY P.O. BOX'130 AUBURN, WA 98071 CONCRETE • GRAVEL • CRUSHED ROCK • SAND PLANTS IN AUBURN KENT TACOMA SHELTON 833 -3700 854 -0560 922 -9116 426 -3344 Gentlemen: We hereby submit the following mix design with data for. your W. W. Grainger, 6725 Todd Blvd. job. 3000 PSI 5 SK Concrete Cement Type I -II Coarse Aggregate 7/8" (SSD) Fine Aggregate (SSD) Water Slump 4" + or - 1" Attached are trial batch results on . a similar mix. Please feel questions. 470'lbs 1,820 lbs ' lbs 233 lbs and quality control free to call if you appropriate S., Tukwila reports have any. PROJECT SPECIFICATIONS Database Name : 89008 -28 Project Name : CONSECO8 THIS PROGRAM IS AN ACI 318 -83 (BUILDING CODE REQUIREMENTS) PROCEDURE FOR COMPUTING THE STANDARD DEVIATION OF THE FOLLOWING DATA: Project: 5 Sack - Consecutive Breaks R /M.Supplier: Miles Sand & Gravel Plant: Kent, Auburn, Tacoma Dates: From 10/19/1989 To 05/30/1990 Testing Laboratory: Cascade Testing Lab, Boss Testing Specified Strength: 3000 PSI @ 28 Days Specified Slump: 4 Concrete Design: S.S.D. Weights per Cubic Cement (Type I -II) Coarse Aggregate (7/8 Fine Aggregate (Sand) Water Report Date : 10/11/90 470# 1820 # 1480# 233# DESCRIPTIVE STATISTICS Database Name : 89008-28 Project Name(s) : CONSEC08 Overall Standard Deviation in PSI Summary of Computer Study Number of Tests Averaged 35 Average Strength 5335 PSI Standard Deviation per ACI 318 -83 444 PSI Within Test Standard Deviation 125 PSI Within Test Coefficient of Variation 2.35 % Report Date : 10/11/90 In Field Results + Excellent + Very Good + Good + Fair + Poor + + + + + + Below 400 + 400 -500 + 500 -600 + 600 -700 + Above + + + + + 700 + + + + + + + + + + Within test Coefficient + Below 3.0 + 3.0 -4.0 + 4.0 -5.0 + 5.0 -6.0 + Above of Variation in % + + + + + 6.0 + + + + + REQUIRED AVERAGE STRENGTH Database Name : 89008 -28 Project Name(s) : CONSEC08 Report Date : 10/11/90 "Building Code Requirements for Reinforced Concrete" (ACI 318 -83) defines two formulas for computing the Required Average Strength. The Required Average Strength shall be the larger of the two computed values. Method 1 -- The probability that the average of 3 consecutive tests will fall below F'c should not exceed 1 in 100. Required Average Strength by Method 1 = 3595 PSI Method 2 -- The probability of a random test result being more than 500 PSI below F'c should not exceed 1. in 100. Required Average Strength by Method 2 = 3535 PSI Required Average Strength = 3595 PSI TIME vs PSI GRAPH Database Name : 89008 -28 Project Name(s).: CONSECO8 DATE 1000 10/19/89 10/20/89 10/23/89 10/24/89 10/24/89 10/24/89 10/25/89 10/26/89 10/26/89 10/26/89 10/26/89 10/26/89 11/01/89 11/01/89 11/02/89 11/02/89 11/06/89 11/11/89 11/11/89 11/14/89 11/14/89 11/21/89 11/25/89 11/30/89 12/13/89 12/25/89 03/12/90 03/15/90 03/20/90 03/21/90 03/21/90 03/22/90 03/22/90 03/22/90 05/30/90 PSI Report Date: 10 /11/90 Specified Strength: (.) Average Strength: ( +) Test Average: Plot Specification: MOVING AVERAGE of 3 20.00 3000 1000 5000 6000. 7000 + + * . +* * • * *+ . . +* * + ( *) CASE LISTING Database Name : 89008 -28 Project Name(s) : CONSEC08 Report Date : 10/11/90 Page Number : 001 TEST REPORT TEST TEST TEST TEST MOVING TEST AVERAGE DATE NUMBER A B C AVERAGE AVG OF 3 RANGE RANGE 10/19/89 56915 5390 5450 N.A. 5420 N.A. 60 60 10/20/89 56404 4990 5270 N.A. 5130 N.A. 280 170 10/23/89 56406 5060 5230 N.A. 5145 5232 170 170 10/24/89 56407 5450 5430 N.A. 5440 5238 20 133 10/24/89 56409 5450 5820 N.A. 5635 5407 370 180 10/24/89 56408 5230 5180 N.A. 5205 5427 50 158 10/25/89 56410 5220 5360 N.A. 5290 5377 140 156 10/26/89 51446 5200 5060 N.A. 5130 5208 140 154 10/26/89 56414 5160 5130 N.A. 5145 5188 30 140 10/26/89 56413 4950 5020 N.A. 4985 5087 70 133 10/26/89 56413 5520 5660 N.A. 5590 5240 140 134 10/26/89 56414 5410 5410 N.A. 5410 5328 0 123 11/01/89 51783 5110 5020 N.A. 5065 5355 90 120 11/01/89 51783 5290 5340 N.A. 5315 5263 50 115 11/02/89 51784 5750 5200 N.A. 5475 5285 550 144 11/02/89 51784 4790 5220 N.A. 5005 5265 430 162 11/06/89 118675 5305 5200 N.A. 5253 5244 105 159 11/11/89 119448 5695 5660 N.A. 5678 5312 35 152 11/11/89 119393 5835 5590 N.A. 5713 5548 245 157 11/14/89 11 5095 5020 N.A. 5058 5483 75 153 11/14/89 119641 4635 4295 N.A. 4465 5079 340 161 11/21/89 .51804 5520 5660 N.A. 5590 5038 140 160 CASE LISTING Database Name : 89008 -28 Project Name(s) : CONSECO8 Report Date : 10/11/90 Page Number : 002 TEST REPORT TEST TEST TEST TEST MOVING TEST AVERAGE DATE NUMBER A B C AVERAGE AVG OF 3 RANGE RANGE 11/25/89 54364 5310 5280 N.A. 5295 5117 30. 155 11/30/89 121585 5375 5465 N.A. 5420 5435 90 152 12/13/89 54356 5480 5430 N.A. 5455 5390 50 148 12/25/89 54364 5240 5200 N.A. 5220 5365 40 144 03/12/90 54801 5550 5370 N.A. 5460 5378 180 145 03/15/90 55870 5500 5550 N.A. 5525 5402 50 142 03/20/90 55902 4400 4310 N.A. 4355 5113 90 140 03/21/90 129079 5540 5390 5450 5460 5113 150 140 03/21/90 129054 5770 5800 5850 5807 5207 80 138 03/22/90 129949 5210 5405 5250 5288 5518 195 140 03/22/90 129927 5265 5070 5090 5142 5412 195 142 03/22/90 129838 7250 7070 7220 7180 5870 180 143 05/30/90 59142 5010 4930 N.A. 4970 5764 . 80 141 Poe Construction 3207 C St. N. E. Auburn, WA 98002 Gentlemen: We hereby submit the following mix design with appropriate data for your W. W. Grainger, 6725 Todd Blvd. S., Tukwila job. MILES SAND AND GRAVEL COMPANY P.O. BOX 130 AUBURN, WA 98071 CONCRETE • GRAVEL • CRUSHED ROCK • SAND PLANTS IN AUBURN KENT TACOMA SHELTON 833 -3700 854 -0560 922-9116 426 -3344 16, 1990 Attached are trial batch results and, quality control reports on a similar mix. Please feel free to call if you have any questions. Very truly yours, DOUG D NOVAN DD /mt Attachments 4000 PSI 5.5 SK Concrete Cement Type I -II Coarse Aggregate 7/8" (SSD) Fine Aggregate (SSD) Water Slump 4"'+ or - 1"' 517 lbs 1,850 lbs 1,390 lbs 233 lbs PROJECT SPECIFICATIONS Database Name : 89009 -28 Project Name : CONSECO9 THIS PROGRAM IS AN ACI 318 -83 (BUILDING CODE REQUIREMENTS) PROCEDURE FOR COMPUTING THE STANDARD DEVIATION OF THE FOLLOWING DATA: Project: 5 1/2 Sack Consecutive Breaks R/M Supplier: Plant: Dates: Testing Laboratory: Specified Strength: Specified Slump: 4" Concrete Design: S.S.D. Weights per Cubic Yard Miles Sand & Gravel Kent, Auburn, Tacoma From 06/27/1989 To 09/15/1989 CMTL, Cascade Testing Labs 4000 PSI @ 28 Days Cement (Type I -II) Coarse Aggregate (7/8") Fine Aggregate (Sand) Water Report Date : 05/14/90 DESCRIPTIVE STATISTICS Database Name : 89009 -28 Project Name(s) : CONSECO9 Overall Standard Deviation in PSI Summary of Computer Study Number of Tests Averaged 33 Average Strength 5472 PSI Standard Deviation per ACI 318 -83 624 PSI Within Test Standard Deviation 172 PSI Within Test Coefficient of Variation 3.15 % Report Date : 05/14/90 In Field Results + Excellent + Very Good + Good + Fair + Poor + + + + + + Below 400 + 400 -500 + 500 -600 + 600 -700 + Above + + + + + 700 + + + + + + + + + + Within test Coefficient + Below 3.0 + 3.0 -4.0 + 4.0 -5.0 + 5.0 -6.0 + Above of Variation in % + + + + + 6.0 + + + + + REQUIRED AVERAGE STRENGTH Database Name : 89009 -28 Project Name(s) : CONSECO9 "Building Code Requirements for Reinforced Concrete" (ACI 318 -83) defines two formulas for computing the Required Average Strength. The Required Average Strength shall be the larger of the two computed values. Method 1 -- The probability that the average of 3 consecutive tests will fall below F'c should not exceed 1 in 100. Required Average Strength by Method 1 = 4836 PSI Method 2 -- The probability of a random test result being more than 500 PSI below F'c should not exceed 1 in 100. Required Average Strength by Method 2 = 4954 PSI Required Average Strength = 4954 PSI Report Date : 05/14/90 DATE 07/06/89 07/07/89 07/10/89 07/10/89 07/11/89 07/12/89 07/12/89 07/12/89 07/14/89 08/11/89 08/25/89 09/05/89 09/06/89 10/13/89 10/17/89 10/24/89 10/24/89 10/27/89 11/08/89 11/09/89 11/09/89 11/20/89 11/20/89 11/20/89 11/20/89 11/28/89 12/01/89 12/12/89 12/12/89 12/27/89 12/27/89 12/28/89 01/01/90 TIME vs PSI GRAPH Database Name : 89009 -28 Project Name(s) : CONSEC09 Specified Strength: (.) PSI 1000 2000 3000 4000 • • • Report Date: 05/14/90 Average. Strength: ( +) Test Average: ( *) Plot Specification: MOVING AVERAGE of 3 6 000 1000 • CASE LISTING Database Name : 89009 -28 Project Name(s) : CONSECO9 Report Date : 05/14/90 Page Number : 001 TEST REPORT TEST TEST TEST TEST MOVING TEST AVERAGE DATE NUMBER A B C AVERAGE AVG OF 3 RANGE RANGE 07/06/89 56444 4830 5090 N.A. 4960 N.A. 260 260 07/07/89 56328 5090 5060 N.A. 5075 N.A. 30 145 07/10/89 38855 4850 4760 N.A. 4805 4947 90 127 07/10/89 52764 4920 4920 N.A. 4920 4933 0 95 07/11/89 52767 3960 3960 N.A. 3960 4562 0 76 07/12/89 106842 5165 5305 N.A. 5235 4705 140 87 07/12/89 106922 5305 5200 N.A. 5253 4816 105 89 07/12/89 50480 4990 4810 N.A. 4900 5129 180 101 07/14/89 56337 5310 5040 N.A. 5175 5109 270 119 08/11/89 51049 4850 4690 N.A. 4770 4948 160 124 08/25/89 56228 4780 4700 N.A. 4740 4895 80 120 09/05/89 44573 5800 5660 N.A. 5730 5080 140 121 09/06/89 51625 5150 5460 N.A. 5305 5258 310 136 10/13/89 56940 5690 5590 N.A. 5640 5558 100 133 10/17/89 50541 6650 6630 N.A. 6640 5862 20 126 10/24/89 20 5870 N.A. N.A. 5870 6050 N.A. 126 10/24/89 21 5695 5835 N.A. 5765 6092 140 127 10/27/89 23 4670 5590 N.A. 5130 5588 920 173 11/08/89 28 6790 6280 N.A. 6535 5810 510 192 11/09/89 51797 6700 6530 N.A. 6615 6093 170 191 11/09/89 51792 5520 5770 N.A. 5645 6265 250 194 11/20/89 51801 6310 6070 N.A. 6190 6150 240 196 CASE LISTING Database Name : 89009 -28 Project Name(s) : CONSECO9 11/20/89 11/20/89 11/20/89 11/28/89 12/01/89 12/12/89 12/12/89 12/27/89 12/27/89 12/28/89 01/01/90 51802 51803 51861 51582 57403 54036 54036 54189 54401 54191 54366 5840 6240 4740 5460 6150 5550 5080 6230 5810 5820 5290 Report Date 05/14/90 Page Number : 002 TEST REPORT TEST TEST TEST TEST MOVING TEST AVERAGE DATE NUMBER A B C AVERAGE AVG OF 3 RANGE RANGE 6050 6260 4510 5380 5460 5380 5090 6050 5720 6120 5190 N.A. 5945 5927 N.A. 6250 6128 N.A. 4625 5607 N.A. 5420 5432 N.A. 5805 5283 N.A. 5465 5563 N.A. 5085 5452 N.A. 6140 5563 N.A. 5765 5663 N.A. 5970 5958 N.A. 5240 5658 210 197 20 189 230 191 80 186 690 206 170 204 10 197 180 197 90 193 300 197 194 1 00 . ',;14;::;;),Y,'!:-:#,..1'i..i';;;..`a.'':;!',kial.:;'.:i;`.:CV.'::,(k,!?::21,?:;.::,,',:: ;,,i'a:.,-; ;;)?„..,,,, .,•:,..: ,f2::, .-.i.,; „I ;:„ t,, ..,, , . FORD BOB SANCHEZ Field Service Representative • . ' • • /44.4.1141,4 .5/441 , .5_Eaiz4w__4reprc --e2;~-Extr: :',:: . • . ft 4, ex% 5 / 5 /s -.•- 4 4 /PV *1 i b. i'Le Or ir.1 • The FORD METER BOX COMPANY, Inc. 775 Manchester Ave., P.O. Box 443, Wabash, IN 489920443 Phone: 219/5634171 or 5634441 FAX: 1400-828-3487 " ' , - Cry el Kolke, CLK:Rl cc: Alfred Architects One Union Square Building, Suite 3404 Seattle Washington 98101 October 31, 1990 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 90 -T -10 (Revision to WW Grainger Addition) Dear Mr. Griffin, We have received a revision to the proposed project and have reviewed them for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. We have no comments. Enclosed are the drawings, calculations, and soil reports for your use. Sincerely, coa cO tp 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624 -8150 RECEIVED CITY OF TUKWILA OCT 3 1 1990 PERMIT CENTER TO 14411Att vkAtzt,49 ADDRESS 4694freE ATTENTION C 4TAt k,t,'r( rz�-�--: ---_ WE ARE SENDING YOU THE FOLLOWING COPIES DESCRIPTION COMMENTS (23 /P4.LTRANS) City bf Tukwila PLANNING DEPARTMENT 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 A ttached [I Under separate cover LETTER OF TRANSMITTAL 6-1, 6•2 f S"3; 4'4 s -r f ait THESE ARE TRANSMITTED Ora2 [j For approval For review and comment Q For your use and information Q As requested LI Other : W4lL OF 4b1;0/T70* 74VEL6 /N GEU sac c .Al d tu4LG4geaostii elAiioAW p/64�6 FXal5uL6VVIMiaa DATE PROJECT NAME ( 1 A,C O - ADDRESS CONTACT PERSON w f - i ARCHITECT OR ENGINEER C -(1 PERMIT NUMBER ' (P)(10(.0 — (If previously issued) PLAN CHECK NUMBER TYPE OF REVISIONs crl SHEET NUMBER(S) /. 4- "Cloud" or highlight a 1 areas of revisions and date revision.. SUBMITTED TO e (206) 431 -3670 CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * *REVISION SUBMITTAL ** rip r iX)( . PHONE cam' 1% October 23, 1990 City of Tukwilla Attn: Jack Pace Subject: W.W. Grainger - Building Elevations. Dear Jack, 1.ni CROONQUIST ARCHITECTS One Union Square Building, Suite 34 OCT 23 1990 . Seattle, WA 98101 (206) 682 -2690 °-- CITY c i;. i .:it.::1 PLANNING In:PT, We are submitting to you a proposed revision to the exterior elevations formerly approved for the W.W. Grainger Project. The original design called for concrete wall texture to match the existing building at the west and east elevations. A smooth stucco finish over an exterior CMU wall was called for at the new south wall. The Contractor has advised our office that a concrete form is`no_ longer available to match the existing concrete wall yy;S� texture. Faced with a different concrete texture or no texture at all, we have recommended to the Owner that all new exterior walls recieve a smooth finish to match existing smooth surfaces in lieu of proceeding with a texture pattern which will not match. Additionally, the Owner has requested the south CMU wall be replaced with concrete tilt -up construction. We have recommended this wall also be smooth finished. We have submitted revised building elevations reflecting smooth, instead textured walls at all new east, west, and south walls. Please review these and advise whether this change will be acceptable. The Contractor is preparing to pour the concrete slab at this time and will be preparing wall panel forms in about 14 days. Your timely attention to this matter is appreciated. DATE CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 (206) 431 -3670 * *REVISION SUBMITTAL ** PROJECT NAME U (J 61gAlln & E - RECEIVED CITY OF TUKWILA OCT 2 3 1990 PERMIT CENTER ADDRESS CONTACT PERSON tAN,/ PHONE C7-' "04=16 ARCHITECT OR ENGINEER C-FE "--- J Imo? i PERMIT NUMBER (DaIDb) (If previously issued) PLAN CHECK NUMBER q0 J TYPE OF REVISION $ l ' ,10 &7�� --.I A-itmft F W A `_rt LT- U P can cP — SHEET NUMBERS) ') 7 7 "Cloud" or h ghlight all :till of revisions and data revisions. SUBMITTED TO t Oit p1=7 CITY OF TUKWILA 6200 SOUTIICENTER BOULEVARD, TUKWILA, WA SHINGTON 98188 Plan Check #90 -196: W. W. Grainger, Inc. 9725 Todd Bl PRONE # (206) 433.1800 Gory L. VanDnsen, Mayor THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER (p.,(,(2 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. 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). 3. All mechanical work shall be under separate permit through the City of Tukwila. 4. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 5. 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. 6. All structural concrete to be special inspected (Sec. 306, UBC). 7. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 8. All high- strength bolting to be special inspected (Sec. 306, UBC). 9. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 10. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. W. W. Grainger, Inc. Page 2 11. 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. 12. 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). 13. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). 14. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 15. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 16. All wood to remain in placed concrete shall be treated wood. 17. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. 18. 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 INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED X 1 Footings 431 -3670 X 2 Foundation 431 -3670 X 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 X 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 X 7 Framing 431 -3670 X 8 Insulation 431 -3670 X 9 Suspended Ceiling 431 -3670 X 10 Wall Board Fastening 431 -3670 X 11 Concrete 431 -3670 X 12 Welding 431 - 3670 X 13 Bolts 431 -3670 X 14 FIRE FINAL Insp: 575 -4407 X 15 PLANNING FINAL 431 -3670 X 16 PUBLIC WORKS FINAL 431 -3670 X 17 BUILDING FINAL 431 -3670 .. Is________ , . n , ., e -7„ (INSPECTOR COMMENT SECTION ON REVERSE) CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: 9725 Todd B1 OTHER AGENCIES: BUILENG PERMIT INSPECTION RECORD (Post with Building Permit in conspicuous place SUITE NO.: BUILDING � PERMIT NO. �P DATE ISSUED: 1 0 C1 ` V PROJECT: W. W. Grainger, Inc. 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. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15, FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. 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. 05/17/90 "X" REQUIRED INSPECTIONS 1 Footings 2 Foundation 3 Slab and/or Slab Insulation 4 Shear Wall Nailing 5 Roof Sheathing Nailing 6 Masonry Chimney 7 Framing 8 Insulation 9 Suspended Ceiling 10 Wall Board Fastening 11 Cc■G.RSTO 12 Wilit_r t w6 13 bot..-rS 14 FIRE FINAL Imp: 15 PLANNING FINAL 16 PUBLIC WORKS FINAL 17 BUILDING FINAL PLAN CHECK NUMBER 0 -1910 i PROJECT: W. W . 4 1r, t•GF..: THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER ,1X1 No changes will be made to the plans unless approved by the ���+CCC...JJJ Architect and the Tukwila Building Division. O 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). Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (872- b363). Il/9 mechanical work shall be under separate permit through the ���.. ✓JJ l A City of Tukwila. `(/�) All permits, inspection records, and approved plans shall be ..// posted at•the job site prior to the start of any construction. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment 04 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. ler 11 structural concrete to be special inspected (Sec. 306, UBC). All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). All high - strength bolting to be special inspected (Sec. 306, UBC). Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. Partition walls attached to ceiling grid must be laterally braced if over eight (81 feet In length. O Readily accessible access to roof mounted equipment is required. O Engineereed truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear tho seal and signature of a Washington State rofessional Engineer. A ny exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification s wing the fire performance rating thereof. Subgrade preparation including drainage, excavation, coapaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure.). A statement from the roofing contractor verifying fire retardancy of rook udlll be required prior to final inspection (see attached procedure). All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1981 Edition), Uniform Mechanical Code (1908 Edition), Washignton State Energy Code (1989 Edition), and Washington Stag Regulations for Barrier Free Facility (1989 Edition). 1 0 All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desire inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the Job site. 2 Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. N otify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. O All spray applied fireproofing as required by U.B.C. Standard No. 43 -I, shall be special inspected. "`✓ All wood to remain in placed concrete shall be treated wood. All structural masonry shall be special inspected per U.I.C. Section 306 (a) 7. 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. Fire Department Review Control Number 90 -196 (513) Re: W.W. Grainger, Inc. - 9725 Todd Blvd. Dear Sir: City o� Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 July 25, 1990 Gary L. VanDusen, Mayor 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 when serving an occupant load of 50 or more. (UBC City o'T Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 Gary L. VanDusen, Mayor 3304(b)) Exits serving more than 50 occupants shall be provided with illuminated exit signs. (UFC 12.108(d)) Panic hardware is required on all assembly area exit doors (UFC 25.106) 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)) Storage under exterior or interior stairwells shall not be permitted unless such space is protected on the enclosed side by one -hour fire resistive construction and sprinklered where required. (UFC 12.106(c)) Any room having an occupant load of more than 50 where fixed seats are not installed, and which is used for classroom, assembly or similar purpose, shall have the capacity of the room posted in a conspicuous place on an approved sign near the main exit from the room. (UFC 25.114a) 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) 4. All required occupancy separations, area separation walls, and draft -stop partitions shall be maintained and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or Page number Yours truly, cc: T.F.D. file ncd City o 1 Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor improperly installed. (UFC 10.401) Walls and ceilings of corridors serving an occupant load of 30 or more shall be not less than one -hour fire resistive construction. (UBC 3305(g)) (UFC 12.105(a)) If the building is to be used for the storage of high -piled combustible material (as defined in UFC, Sec. 9.110); automatic fire - extinguishing systems, smoke- removal systems, fire protection and fire separations are required per Uniform Fire Code Article 81. All hydrants and all surface access roads shall be installed and made serviceable prior to and during the time of construction (UFC 10.301) (The fire department access road on the east side of the building should be marked prior to construction.) The Tukwila Fire Prevention Bureau ^Kt 1 1ll(I . Mahan &DeSalvo CONSULTING ENGINEERS August 28, 1990 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 90 -T -10 (WW Grainger Addition) Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions only of the 1988 Edition of the Uniform Building Code. We have no additional comments. Enclosed are the drawings, calculations, specifications, and soils reports for your use. Sincerely, Crystal Kolke CLK:3 4/./ge_. Alfred Croonquist Architects One Union Square Building, Suite 3404 Seattle, Washington 98101 c1 q �, 1411 Fourth Aveffue'BIdg. Seattle, Washington 98101 (208) 824-8150 RECEIVED CITY OF TUKWILA AUG 2 9 1990 PERMIT CENTER I I Mahan &DeSalvo CONSULTING ENGINEERS August 20, 1990 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 90 -T -10 (WW Grainger Addition) 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 only of the 1988 Edition of the Uniform Building Code. Our comments follow. Structural 1. The architectural drawings show several new windows to be installed at the north end of the existing building. Provide calculations, details, dimensions, etc. to verify the adequacy of all cut openings made to the existing precast wall panels. Consider reinforcement around window and door openings as required by Section 2614(d). 2. Section A -4 shows 4x8 @ 8 -0" o.c. and Roof Framing Plan show 2x4 @ 24" o.c. Please clarify the type of roof framing to be used at the CMU wall. 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, Cry: tal Kolke CLK /CAG:2 cc: Alfred Croonquist Architects One Union Square Building, Suite 3404 Seattle, Washington 98101 l �lh1 Mahan &DeSalvo CONSULTING ENGINEERS May 31, 1990 POTOTT Duane Griffin J�Jf 1 r x-1990 City of Tukwila 6200 Southcenter Blvd. 3 F , ; �,:J,Nci Tukwila, Washington 98188- _.__• ` Regarding: 90 -T -10 (WW Grainger Addition) 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 only of the 1988 Edition of the Uniform Building Code. Our comments follow. Structural 1. In the General Notes; a) Reference name, date and number of soils report. b) Under "Inspections", include special inspection of masonry. c) Under "Reinforcing Steel Welding ", clarify information to specify WABO certified welders. d) The maximum allowable bending stress for 2x6 Douglas Fir No. 2 is 1450 psi for repetitive members. Revise notes and any design, as necessary. e) For all Simpson connectors used, note that all recommendations and installation procedures will be followed. 2. The architectural drawings show changes to the structure at the north end of the existing building that have not been designed. Provide design calculations, details, dimensions, etc. to verify the adequacy of all cut openings made to the existing precast wall panels. 3. Check capacity of mezzanine floor to support storage loads. 4. Roof diaphragm; a) Call out on the drawings size and spacing of roof stringers adequate for panel span capacity. b) Provide 3x stiffeners where nailing is 2 -1/2" o.c. per Table 25 -J -1, footnote 3. c) Calculations check shear values for 5/8" plywood; however, drawings show only 1/2" plywood. Clarify new and existing plywood thickness and show adequacy. d) The length of plywood nailing zones on the drawings do not support the lengths designed in the calculations. Revise as required. 5. Section L -4; provide lateral support for the CMU wall in accordance with Section 2310. May 31, 1990 City of Tukwila Re: 90 -T -10 Page Two Sincerely, 6. Provide details of the chord connections made on the existing panels as designed on Sheet L9 of the calculations. Clarify panel numbers not shown on the drawings. 7. Show, on the drawings, the added holdowns at the chord along Grid F in the existing portion of the building, per Calculation Sheet L12. 8. Section G -4; provide calculations checking the GLB's along Grid F for stresses due to both axial forces and bending moment at the level change in the roof. 9. Revise the connection Type "B" call -outs between panels 5, 6, and 7 which reference a connection to an existing panel. 10. Call out weld specifications for connection Type "A" on Sheet S5. Also, call out weld between column and base plate in Section B -5. 11. Revise the CMU reinforcing detail on Sheet S5 to show grout cover at all reinforcing in conformance to Section 2409. 12. Coordinate the footing dimensions shown on the foundation sections on Sheet S3 with the information on the Foundation Plan, Footing Schedule, and the calculations. Also, in Section G -3, show the vertical reinforcing. 13. Provide information on the drawings to verify that suspended ceilings comply with Uniform Building Code Standard No. 47 -18 and Section 4701(e). 14. Coordinate panel thickness shown on the drawings with calculations. 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. d( ,kecke.&9 Crydtal Kolke CLK /CAG:1 cc: Alfred Croonquist Architects One Union Square Building, Suite 3404 Seattle, Washington 98101 311 Mahan &DeSalvo Copies Date Description 01 Field Report Nos. 08/20/90. 1 through 9, dated 08/10/90 through DL GeoeEngineers LETTER OF TRANSMITTAL To: Alfred Croonquist Architects One Union Square Building, Suite 3404 600 University Street Seattle, Washington 98101 Attention: Mr. Dave White Regarding: Construction Monitoring Services We are sending: ® Attached These are transmitted as checked below: ® For Your Use ❑ For Review and Comment cc: W.W. Grainger Company Attn: Mr. Bob Bishop Poe Constuction Attn: Mr. Alan Peterson ✓City of Tukwila Building Department Attn: Mr Duane Griffin ❑ Under Separate Cover ❑ As Requested ❑ Other (see remarks) Signed: 2405 - 140th Avenue NE, Suite 105 Bellevue, Washington 98005 Telephone: (206) 746 -5200 Fa: (206) 746 -5068 Date: August 20, 1990 File: 1963 - 002 -BO1 Bert Pschunder PERMIT CENTER ❑ Returned RECEIVED CITY OF TUKWILA AUG 2 41990 GeoEn ineers Inc 9 2405 - 140th Ave. N.E. Bellevue, WA 98005 (206) 746 -5200 IELD REP File No. 11G1-0 L —b/ Pr ect: 414.1 �bwner. Vo �.., Date: / �� 8 Lo '7 G l M Report N6. R .91L3, Prepared by: — r — ria Location: .La,.,' /.._. Arri al Time: 7 Ow Page: Page:, of / Permit No. Purpose of Visit: C.0/1.57 G rro - i ,err - o eIA1 Weather C- y `° Depart. Time: R °° • v ice. _4�,�. ....- a... zL . / - i ovteeu-e— /191n. -,—.1-44 --os+1.7_•ec. 4.s.•111 A4-- . r.e.... .m . l.. a � L. i / - I ' D �r�_I -.1.0-4 �. l `►. . � • ... /r / / U l� NEIV/1 i a a j 1 CITY OF TUKWILA . .,, This report presents opinions formed as a result of our observation of activities relating to geotechnical engineering. We rely on the contractor to comply with the plans and specifications throughout the duration of the project Irrespective of the presence of our representative. Our work does not Include supervision or direction of the actual work of the contractor, his employees or agents. Our firm will not be responsible for job or site safety on this project. Attachments: Distribution: Signed* GeoEngineers IncI 2405 - 140th Ave. N.E. Bellevue, WA 98005 (206) 746.5200 FIELD REP File No. tqt.3-- oa-- o/ Pr �act• I' L W e,pup,t, A- oldk�,•k ovv Date: Fill/9V (Fr: Report No. 8 Owner: 14 w, Q4& Prepared by :T Tq Location: Arrival Time: Page: Purpose of Visit: , Gopt.rfritAcm f ttilbor^tA) Weather. t Cl,, t u Depart. Time: .60-•eo Permit No. f 3— s 4.4. V u - • t...- s % +0 h.%42• 4or , env► )k nM41tbw . Arsa- 4 .,,,,* 1 t .51 -C 41 --1-Le- i„ i411.1 tv, osr +e�r ' LAI t -C-Loa r e�rr�►d#.. "C LL. wish ua1 U.arel tAMA le uetA.IKAD � s, l+- t t t ki..... 'EA +N.ad +tklN. .do, t Iy,,,44.e . -r t; 1-' . tJ�Gld c o►�•,�o d t 4.. u i . o.. - led , t i ►-A.4- +c .1 rD L (.-r ; A- 1'L t i m-co / 4� i 4..90�.D vt/N..OI j �-FA l talc ob -F.wi i L . l b .d�1 ry a 4 `. i - wo as- V41;k4 '" of B % C J"• Yv4.a A wl.K.NA dry d ,;< i 4 is 44 6v eol b J A- ST N D —1.561 . A- i-O 6"4" g - #t - ■ o rte. 4.1.4... s.‘:.1....44.,... Ac a4 v...., 4 J) 1i o ? . - f .. i 1 / I. • . - i■ .t% + - .► - - _ VW' - U t, d afitr u514 -I-L 6,4 lr1l a.,rrA This report presents opinions formed as a result of our observation of activities relating to geotuchnical engineering. Ws rely on IM contractor to comply with tM plans and specifications throughout the duration of the project irrespective of the presence of our representative. Our work does not Include supervision or direction of the actual work of the contractor, his employees or agents. Our firm will not be responsible for job or site safety on this project. Attachments: Distribution: Signed: w -4 C XI rn 0 0 rn z N -t rn N -4 vs PROJECT (AI o�Q1.Ot Ili, 1 TEST TEST NUMBER DATE 3 '1 7 yip() * IL : 14o1.4‘.. S. = s...,},.. TEST METHOD Ro slat 60 '{mow.. t Mea 440Le. 5.E a�.G►- 4 GENERAL LOCATION ‘.44 s ∎ .(a. 7 p Po wl 3 ewK- 40 La -am.. E 20 DENSITY TEST METHOD N - NUCLEAR (ASTM D 2922) SC - SAND CONE (ASTM D 1556) RB - RUBBER BALLOON (ASTM D 3167) SOIL TYPE S - SAND s - sandy G - GRAVEL g - gravelly Si - SILT si - silty C - CLAY c - clayey SUMMARY OF IN -PLACE MOISTURE AND DENSITY TESTS ELEV. (FEET) FEET TO GRADE SOIL TYPE TYPE COM- PACTOR V FIELD MOIST. S. (o 5.81 s_ Li- q . ►Z - 7 - 7_ x�F 5 .10 OMC PERCENT COMPACTION BASED ON: OSTANDARD PROCTOR (AASHTO T 99 - 57, ASTM D 698) -MODIFIED PROCTOR (AASHTO T 180 -57, ASTM D 1557) TYPE OF COMPACTOR R - RUBBER -TIRED ROLLER V - VIBRATORY COMPACTOR S - SHEEPSFOOT ROLLER GO - GRID ROLLER .L - LOADED SCRAPER JJ - JUMPING JACK DV = BACKHOE VIBRATORY PLATE VP - VIBRATORY PLATE HT - HAND TAMPER FILE NO. [ LS (jZ - C) I SHEET DRY DENSITY $ COMPACTION (PCF) FIELD MAX. FIELD SPEC. I O4- l'3 o a 9 5 2 . I2 ► sZ .3z 131 CTS RI Ill OF - ABBREVIATIONS OMC - OPTIMUM MOISTURE CONTENT RT - RETEST OF AN AREA S1 - SLIGHTLY GeoEngineers Ince 2405 - 140th Ave. N.E. Bellev ue, WA 98005 (206) 746 -5200 FIELD REP j i No. - o Z .- / Prort 4 ( wk ,4„a. 3 .149 Date• Q 17 ' f c) (;) port Owner: 1.0. u . C n.ou � 'u•E -r' R P No. 7 Prepared by: ?'rd Location: "Arrival T4.I2 W i l A‘.. me: 7 Page: of Purpose of Visit: C- )75fY l vw /�� W her. ,,_0 k J Depart. Time: Permit No. r / s / • / • , / ■ . i OLD.. L L ./! QZ LI 66. ,. QLi / gj i /jLQ./ 10101 _ //• ... - A - c . ..., /-,...,40 4t..."-a-r) L.c-e4/4.-":"/ 4.7. A --#Eg , aoro-i,•Z -t / ✓�1 LL s �_ _ _ __ _ �.-. .. / e..end.. -rir_ l /ems Z3e-e1 - - - . It .� (si ��n2 "efigri _ . 9 -de., e...... .4.44.,-..d cm.4............" p at..416 r .,_....e.e. ,,,co lel. (4sle / (NS. 4 ,*e.-- ri-_,..n....4.-- ,da...2....6 4.444.Xe „, t _ e t t . t fr e - , 4 1 I - s 4 . e;/._. - fr - 4 otoe-- _ _dfekjn 1 $ .. .,1a /n w [,( /� - -.r.. .. .. + j . 4 - _ /� }� fir.. �, M (37 This report presents opinions formed as a result of our observation of activities relating to geotechnical engineering. We rely on the contractor to comply with the plans and specifications throughout the duration of the project irrespective of the presence of our representative. Cur work does not Include supervision or direction of the actual work of the contractor, his employees or agents. Our firm will not be responsible for Job or site safety on this project. Attachments: Distribution: 0 -4 C io m D z 0 0 rn -+ - m 0 . 0 PROJECT dMekwwle, /4 TEST TEST NUMBER DATE IZ U SOIL TYPE S - SAND G - GRAVEL Si - SILT C - CLAY TEST METHOD N ►,� _ W.W. Geaiv SUMMARY OF IN- PLACE MOISTURE AND DENSITY TESTS GENERAL LOCATION 1414 SIB (i,i4 r1d1e) tJ.ln1, Cvrv►e r- Kohl` s a s kt we..+ si da S.W. Car ve.r .S -EA BIr1;, C.,.Id,� it) S. W , Cor,,,tX 5. 4:.-1. L ..0 t ) s - sandy g - gravelly si - silty c - clayey ELEV. (FEET) FEET TO GRADE SOIL TYPE •w TYPE COM- PACTOR R - RUBBER -TIRED ROLLER ✓ - VIBRATORY COMPACTOR S - SHEEPSFOOT ROLLER GD - GRID ROLLER - LOADED SCRAPER JJ - JUMPING JACK BV - BACKHOE VIBRATORY PLATE VP - VIBRATORY PLATE HT - HAND TAMPER FILE NO. R6S -02 -o I SHEET t OF 1 FIELD $ DRY DENSITY MOIST. (PCF) 10.3 $ OMC FIELD MAX. 133. 129.1 IQ•O 150.E 10.S 9 .`t 9 1 12'7.1 12 6.4 [29.2 12-S R PERCENT COMPACTION BASED ON: 0 STANDARD PROCTOR ( AASHTO T 99 -57, ASTM D 698) (.MODIFIED PROCTOR (AASHTO T 180 -57, ASTM D 1557) DENSITY TEST METHOD TYPE OF COMPACTOR N - NUCLEAR (ASTM D 2922) SC - SAND CONE (ASTM D 1556) RB - RUBBER BALLOON (ASTM D 3167) 3 - 1 % COMPACTION FIELD 4 7 SS �I S �t S 92r R � RZ SPEC. qS ABBREVIATIONS OMC - OPTIMUM MOISTURE CONTENT RT - RETEST OF AN AREA Si - SLIGHTLY GeoEngineers Irlf :" 2405 - 140th Ave. N.E. Bellevue, WA 98005 (206) 746 -5200 FIELD REFIT j —U -�,, Project: \ l /� 1 VVQfGtlnust Ada,+;nt� Date: / r lc/ fd( t R ort �1 4 awn �. : Prepared by: Loc lion / 1,41-- rri =Tine: Page: of / Purpose of Visit: Weather: 44 - f ? v D /0rt T e i me: Per No. ve , =�- . / ._2 i. c. G6-i s...71 D �� pp A.44,4•1 -- 01 Eel .....,•_.e...7 ,,151'49 p - 1 /L s /" LI'/ . 17-4--- .4.0e../ o/ .40740-?'4 , 7 4 1 . /- Q.4..+ eAA.„..4 0 A As /••••—•,---' • r�.� / • /� This report presents opinions formed as a result of our observation of activities relating to geotechnical engineering. We rely on the contractor to comply with the plans and specifications throughout the duration of the project Irrespective of the presence of our representative. Our work does not Include supervision or direction of the actual work of the contractor, his employees or agents. Our firm will not be responsible for Job or site safety on this project. Attachments: Distribution: Signed: • 0 SUMMARY OF IN -PLACE MOISTURE AND DENSITY TESTS TEST NUMBER 7. 3 y ly SOIL TYPE TEST TEST DATE METHOD i nr4t L % 4 A f GENERAL LOCATION k. W . ce r w,r DOA. e t*IAd S.. Aka. ■cv.c{ SowItl ca. TYPE COM- PACTOR X ro+ 4, 1,,,. i � d+- D v.R rn DENSITY TEST METHOD 0 N - NUCLEAR (ASTM D 2922) SC - SAND CONE (ASTM D 1556) rn RB - RUBBER BALLOON (ASTM D 31G7) N SOIL TYPE --I S — SAND .-� G - GRAVEL N Si - SILT -4 C — CLAY s - sandy g - gravelly si - silty c - clayey ELEV. (FEET) FEET TO GRADE FIELD MOIST. 3.G 4.3 3.9 4.2- OMC TYPE OF COMPACTOR R - RUBBER -TIRED ROLLER V - VIBRATORY COMPACTOR S - SHEEPSFOOT ROLLER GD - GRID ROLLER .L - LOADED SCRAPER JJ - JUMPING JACK BV - BACKHOE VIBRATORY PLATE VP - VIBRATORY PLATE HT - HAND TAMPER DRY DENSITY % COMPACTION (PCF) FIELD /Sick ( 1 o /y7.70 (SL.7o I c4c4. 30 N PERCENT COMPACTION BASED ON: D STANDARD PROCTOR(AASHTO T 99 - 57, ASTM D 698) , MODIFIED PROCTOR (AASHTO T 180 - 57, ASTM D 1557) MAX. FIELD SPEC. ' J 57.; ABBREVIATIONS OMC - OPTIMUM MOISTURE CONTENT RT - RETEST OF AN AREA S1 - SLIGHTLY PROJECT Wixfeluz d pw — \rJ,4), GAcuncr ■ FILE NO. Wp- Oo2 -$o► SHEET r OF 1 GeoEngineers Ill 2405 - 140th Ave. N.E. Bellevue, WA 88005 (206) 746 -5200 FIELD RE ;T File No. ! tC3 of - Project: Warehouse rV�o�se �d►�a, -► D/ : c) 41) Report No. Owner: W,, IA.I. Eira.:rtsf, r Prepared by: TTIJ Location: Tw{swij4 kM.- Arrival are: o-o 1 Page: � of Purpose of Visit: . � sf rks, M•ot^-;4briz v StAn ' d Depart. Tlrrg�— Permit No. L 4 4 _ _ t . . . /. d • l lo 1.41d .e Z6 1 Ai o‘[_ ) e �rL�z�� � • U 7 .� ��� � '..0.. �f rt r • p ‘ i 7 44/4 P 1 / .. . _ / � _ / k . /� _ _ . , 4 .,___,,IS-7-Al /' 7 1 / - ? w ,- - I — Vv s • This report presents opinions formed es a result of our observation of activities relating to geotechnical engineering. We rely on the contractor to comply with the plans and specifications throughout the duration of the project Irrespective of the presence of our representative. Our work does not Include supervision or direction of the actual work of t contractor, his employees or agents. Our firm will not be responsible for Job or site safety on this project. Attachments: Distribution: Signed: 0 0 U3 3 0 0 1 N • 0 C rn D z 0 0 z 0 -4 -4 rn 0 PROJECT So+t. -L '51 1/.44- u►+.f� 5...� 4 s:.44. Nutt cabrwr') w..t dill. (r.1.146L) � Lai- SicL (Ki U 1 � C w:r1AIG� LD»4 side (S..c4L 4.11wk s'+cL C4. d(s. C dJ 14 50,A4 siot& C� sf wncr� sb'.4'l S 1 c . 1 4 4 . ( wi * r.arl Sw V 5. 4.2 S.Zt. 5.3 4.8 S .Sc1 5. I o 5.91 5_S 641 1 S.LL . 4 122.51 130.15 I L3 .55 130. 'so 135 .0'. IL .2` 13 430.31 411.2-9 j t. . MAX. TEST TEST TEST GENERAL ELEV. NUMBER D 1 I Anikk w — v1/4N-w. Cgagu nvvl) DENSITY TEST METHOD N - NUCLEAR (ASTM D 2922) SC - SAND CONE (ASTM D 1556) RB - RUBBER BALLOON (ASTM D 3167) SOIL TYPE S - SAND s - sandy G - GRAVEL g - gravelly Si - SILT si - silty C - CLAY c - clayey SUMMARY OF 1N -PLACE MOISTURE AND DENSITY TESTS FEET TO 4c "/u rn � l•( ' 1 -138 corrt.ck... FILE N0. 190 RoJ SHEET ( OF 2-- . SOIL OM- MO PERCENT COMPACTION BASED ON: OSTANDARD PROCTOR(AASHTO T 99 - 57, ASTM D 698) 1 S MODIFIED PROCTOR (AASHTO T 180 -57, ASTM D 1557) TYPE OF COMPACTOR R - RUBBER -TIRED ROLLER V - VIBRATORY COMPACTOR S - SHEEPSFOOT ROLLER GD - GRID ROLLER .L - LOADED SCRAPER JJ - JUMPING JACK By - BACKHOE VIBRATORY PLATE VP - VIBRATORY PLATE HT - HAND TAMPER TYPE FIELD DRY DENSITY % COMPACTION % ± (PCF) SPEC. ABBREVIATIONS OMC - OPTIMUM MOISTURE CONTENT RT - RETEST OF AN AREA S1 - SLIGHTLY PROJECT. Add:kioh - VI. W. 6,oane FILE NO.19L3 66j SHEET Z OF TEST TEST TEST NUMBER DATE METHOD 8 1s ►i i t,14 4. 1ui SUMMARY OF IN -PLACE MOISTURE AND DENSITY TESTS GENERAL LOCATION klor}l of A+ be„td m.0 +I „s I ELEV. (FEET) FEET TO GRADE SOIL TYPE TYPE COM- PACTOR FIELD MOIST. OMC DRY DENSITY (PCF) FIELD MAX. % COMPACTION FIELD SPEC. 0 N PERCENT COMPACTION BASED ON: ❑ STANDARD PROCTOR(AASHTO T 99 - 57, ASTM D 698) OMODIFIED PROCTOR (AASHTO T 180 -57, ASTM D 1557) D z 0 0 m z DENSITY TEST METHOD N - NUCLEAR (ASTM D 2922) SC - SAND CONE (ASTM D 1556) RB - RUBBER BALLOON (ASTM D 3167) tn SOIL TYPE -1c S - SAND s - sandy G I - GRAVEL g - gravelly N Si - SILT - si - silty CLAY c - clayey TYPE OF COMPACTOR R - RUBBER -TIRED ROLLER V - VIBRATORY COMPACTOR S - SHEEPSFOOT ROLLER GD - GRID ROLLER .L - LOADED SCRAPER JJ - JUMPING JACK BV - BACKHOE VIBRATORY PLATE VP - VIBRATORY PLATE HT - HAND TAMPER ABBREVIATIONS OMC - OPTIMUM MOISTURE CONTENT RT - RETEST OF AN AREA S1 - SLIGHTLY GeoEngineers Il < 2 v/ < /f5 2405 - 140th Ave. N.E. Bellevue, WA 98005 or " (206) 746 -5200 FIELD REF.�T File No. MX 3- 62' / Project; gi x-036 ,.D , Date � /s' I Wed Ow er: Report N Prepared by: ,P,6 Location: / Z/avi -4 Arrival T'me: egSS /6/0 0 Page: / of 2 .-- Purpose of Visit: e/ - �dri}v6 s We her: P Depa Time: t. 7 �i.'.?o Permit No. s/ rE a)fs v;.0747) n 4-7' 779Z , dlr. S5 ' Cit x 4.4s4. (Pee 4xS) 7--e c`a faas ,--re er —;4/ 6 .�.{Q es".-4 i f ew.72 ear 7Z" t 12.(A77., 1 /1 /411 tie A -r /Q T //t1. S7 - n'e, IC. r /- /• -f') pe-.7-cr:,0 / ^,/ Th".e .4 CT" . X7XQ-'/' M ,'dori>v6 . ,EXTaElt�it ;qpf)J6$ ,4,tP.d 6 /%2.0 f7'.Q4o VJ %r,/ c /ii,r (' iZ /p, / Jr o of 7 < 1/«,r.f*-� , evrizcav;le-i Av4-S w/`7 - 1 4- /1.14e-c it/re) 401) 7Z " $77.E4 , /3,E •4/). d2:12 .6 is A? f%NE .s ,--r/,e) w/ 6 a G (rD 4 = -S " ■4 ' /b % . ,, 7 6 Gv u2.6 4 6' Jw.ae07n er, tf ' Td �- a'. a / 7 a At- t,64 cc) r0/2 . -e / ,@D G 4.X/ ,E ^, r s . SAS; f, oP 7 kw) D*s e v,4 -r✓ nS 7 s7' , G i I s J t4$ r fag e-o 77,4r 2 eesp+m.irpiti hl.P 9'S' 11 - 0.:57 it e4.277F%r/ / s GD u> C S' G 0) • -.2 ,- f- (5.'o /14 07 T6 S'.0-7/4„,e0172' ' Tis " d 7 7e Awl --m.4 ' P /' r i e,-'7 20-z. 01-z- ,/= C. . Sz-L d 6Ale se, `4- 4 6 T .D , ,* iv 6 . GB.2 o S/''5. o F' pe ,6/�' -r✓ J 5 e t S/ c7 . 7,4 fOoriiiiG 41 a U4? ZA0 7, d ' . ,aseW, c' /��, /%'J6 /P' y''' STl.e , Sra-gg ,e f �i`E is" n-I g a 57 9 sri FF ( - G " /'e, -;? -m ) • ree , ee f1t'P .S a e, I3 r�x / 66 - 7 - 1`f406 ‘6 /i 2 - 3 ' , F t7 (A Fr L c. ioletio 73 2 GDS ( - / /) if 0 4- 2 , - / ( S►d / LS • /.11 S - O ✓ t' a .. 2 -c fl . 7 f f , 1 : auk' 4,, ( 4/ / G►x't S14 'GLG /) }�/2d r/i oZ" / 4 1) ES%r..t v) LD•gae) � frvi A' .7# ,� / iv 11 f L t ,eez r Go .4-s kt-g irio 7 A-rf. 7 nverioaPL J S e- r7IY►-m74 /t7" 6 - ic ij. Fiyl/srs ,tw,t. e_47 u S a' G /f.i ,S/9Li , k a./,( 146 v sue This report presents opinions formed as a result of our observation of activities relating to geotechnicat engineering. We rely on the contractor to comply with the plans and specifications throughout the duration of the project irrespective of the presence of our representative. Our work does not include supervision or directl. of the actual work of the contractor, his employees or agents. Our firm will not be responsible for Job or site safety on this project. / • 4 Signed: Ye "6/4 AI Attachments: Distribution: GeoEngineers I 2405 - 140th Ave. N.E. Bellevue, WA 98005 (206) 746 -5200 FIEL R RT o. File rl j' g Q z — o/ Project: Date: V / .S/9 Owner: Report No. Prepared by: Location: Arrival Time: Page: 2- of Purpose of Visit: Weather: Depart. Time: Permit No. 2' " ' v,,��i sf 46.7: 70 s e/t.�t�,rCP i T 6 6 4 b4- . (.D%"Pi?erlit.n. E Iv *cc, 6 A T D RA r / Ol tie F w kc.4 (n 4 7'o a A S Lt) 04“ 9.4 To A b /1O ' -1- 8a"'9a �us Ta .ce t -496 Grp go i c ) )s " drn-rxi e v,fur.4 r,jiJr 79# 1. tfr (i Q ') G i r Bit eews 0 4 ge../ 4 ST` ' e ac°OG '4 ,M). rP:e 14) 4 4iAc6 1a•�i/s, r d'Ate c F -e fesr`i e4s 4: frfkge e f A 1 n . 2 ^ 4 Z err 44 ' S4 uzM AE Gern -P r r-r ..1 4 ( - ,z dF /5 /3.5 i S x5777n . 1 .4 doG447c- 0 .c/.,0,s 404.1 sic r' (4 F (.1-- A ; .4 / / 1 -' FATS "of-A)-6 ' 6 heiJ F cerrn4 - ..J !VO /G ,iii-0/1 if 6 vc "0oyi'i; ,- r v oft.� 4.-14-c Al as r A- 7J1/? 57 P 'c ,2DG/— 41L' �4i -• Ta , -v 91% 6 -� /t c4r7dst , c. iL fl X ; a e.. AC/72%7 ri/i5 /1-4,4 i ,./ //',- . • This report presents opinions formed as a result of our observation of activities relating to gsotechnicai engineering. We rely on the contractor to comply with the plans and specifications throughout the duration of the project irrespective of the presence of our representative. Our work does not Include supervision or direction of the actual work of the contractor, his employees or agents. Our firm will not be responsible for job or site safety on this project. Attachments: Distribution: Signed. teL rCt AG_07 /-2- FEET TO GRADE TEST TEST TEST GENERAL NUMBER DATE METHOD LOCATION FIELD MAX FIELD SPEC. g/ N � • Xol ao' /10 ✓ , i i Z o L 3Z � � so 3 �� L 3 V ��� _I AFAMIN IIIIIIIINIESSINII riimmummffaviirwan maw IMAIIIIIIIIIIIMEMI WW2 MI !'�� - � �TS•3� IIIMAIIIIIIIIONIMMIIIIPIII � MIN t L - 7S' (4..1 ELEV. (FEET) SOIL TYPE TYPE FIELD COM- MOIST. PACTOR % ,3 DRY DENSITY % ± (PCF) OMC /27. % COMPACTION .3 0 0 rn z -+ -c - i rn tn PROJE__ TE N l�'` l�'L PERCENT COMPACTION BASED ON: OSTANDARD PROCTOR (AASHTO T 99 - 57, ASTM D 698) ❑MODIFIED PROCTOR (AASHTO T 180 -57, ASTM D 1557) DENSITY TEST METHOD TYPE OF COMPACTOR ABBREVIATIONS N - NUCLEAR (ASTM D 2922) SC - SAND CONE (ASTM D 1556) RB - RUBBER BALLOON (ASTM D 3167) SOIL TYPE S - SAND G - GRAVEL Si - SILT C - CLAY s - sandy g - gravelly si - silty c - clayey SUMMARY OF IN - PLACE MOISTURE AND DENSITY TESTS R - RUBBER -TIRED ROLLER ✓ - VIBRATORY COMPACTOR S - SHEEPSFOOT ROLLER GD - GRID ROLLER L - LOADED SCRAPER JJ - JUMPING JACK BV - BACKHOE VIBRATORY PLATE VP - VIBRATORY PLATE HT - HAND TAMPER NO. / 3 SHEET / - ' OF OMC - OPTIMUM MOISTURE - CONTENT RT - RETEST OF AN AREA S1 - SLIGHTLY GeoEngineers 14 2405. 140th Ave. N.E. Bellevue, WA 98005 (206) 746 -5200 F IELD RE ,T File No. /W-002.— Rot Dat : 8 /4 90 ( T) Project: 1 t � (�n hours di�ien Owner: ff ,, W. 14J, 6 ;Aicr R o No. 3 Prepared by: 1 ` g r�-� - Psc hu�+d Location: 741(14 I4 GvA Arrival Time: 1 23oP Page: / of / Purpose of Visit: ,A A; C�rs t4o,, O-6rlI Weather: l Cl.a, kits' • Depart. Time: II5 Permit No. Mac Lis- L OM- aa4- ctIlt / A 41.;O41.;0., I PG 1� /A t: Piro jue �17dt v LIrL �jn l7"/le. Co ) /G Il M 4 O l�r) ND 3� 11 SL4 rnIL Q�+ar 4 , E. tap ii, 'The. � 0.16 I ConMlsdi o4 S c C S.n� S�I4- ar ' nvd ius £LLjl1 d. T ro l Jul 1L Qnj ei o '14- w, L .. ND 44 bu icr6' l ell. ))JAl L 1 5o WO s 611 - S% k an) 014.\.Q..1 0. 14h Sal 1 curl/ L ,:gar Livritionj ( p lie -1-7nn - test M . ' l ' ('cn433 ,z siu.ti S1tt! 1 5 'lour Grits 9 fro Aril `f` ?� j am '� '-7 f evY— i-k 5. r 4 aii o r A2 /, "Jr"a Welt afd StLAIT1J 31S m n4e1 /lcc lA 40 (/oIL tl Cf ur rnir/fl Mar-clrS /ref! IA / lilt , This report presents opinions formed as a result of our observation of activities relating to geotechnical engineering. We rely on the contractor to comply with the plans and specifications throughout the duration of the project irrespective of the presence of our representative. Our work does not Include supervision or direction of the actual work of the contractor, his employees or agents. Our firm will not be responsible for lob or site safety on this project. Attachments: Distribution: Signed: kitt 14 1141 " 4-- rim AC 07 - GeoEngineers 2405 - 140th Ave. N.E. Bellevue, WA 98005 (206) 746 -5200 FIELD REST Fife No. 1 ?G3 —& - ty, Project: WZ /‘ • Date: Re ort e i / ge) 2- Owner: /4). AO' 60ei Prepared by: 3t Loc tion: !t-l[ivi e" Arrival Time: G • Page: /of / Pur pose of Visit: p �* -' Sueaxwo4 her: � � 6 oO Depart. Time: 7.'/.9 Permit No. A•'rte w v.`s: 4 -T ot= i ILG thBCIf4 s ' -' / IN rzo c r-t' 7" 4 .Lt�'7'�. B.C" �pTl Cam.. PO 47146 4 S /14-1$7 6J . Tr) 7 !fXAt7) fG od -I> . f= L /'6 ( , gG ' S%e 1...e/ r � (‘ Z' / rO) , g -#. �.?, ,d- iVr Pt ' 2S .¢ Tn .00e-e-- 4 AM% d j 6 , E Xe. /1 st /714 This report presents opinions formed as • result of our observation of activities relating to geotechnicat engineering. We rely on the contractor to comply with the plans and specifications throughout the duration of the project Irrespective of the presence of our representative. Our work does not include supervision or direction of the actual work of the contractor, his employees or agents. Our firm will not be responsible for Job or site safety on this project. Attachments: Distribution: Signed: Geo Engineers iii• 2405.140th Ave. N.E. Bellevue, WA 98005 (206) 746 -5200 FIELD RE ;T File No. 190 — D02-B0 I Dat ��++ 8 /P/90 (g-;) Project: A �, �n nrlsr'_ ,4 jS o � , (0n Owner: W • td- td I )ot P:r Re ort No. Prepared by: Location: 1110;i10 y NA Arrival Time: 730A Page: / of / Purpo e of Visit: A t . • u. a , . 11 II L . Weather: ' tan drv., Depart. Time: r 3O Permit No. T LA I I , ■ , se r .• • • • • • r. ► 1, r r - , r . r li. / : u : ► r , . li gh . • r i f Ix L. CILJ I ) . V`t- , • 1 e. , , , � ! su9 lnnlint Of - 8 . /1/55P p rDsPC�s' 'L1i. g` 4t Qd !t ronCfi'fvci7�11. .. . . r I / , r ..,• I 11 . .'L. ' • +ai • r 'II. (,� a • / AAA Y / / (e r l,,,:I 4 h sir, sn aP e el \it 7�Iil p at) Gi bJI41 vpjr1 e � A Ps)e, A /& N I "• * II over Ani Out,! iti N r r 1 rent L . ' r h 1 /Le �" r'Cll1.mion't• /rlav-Kr, anal /3 tntill �P •l. tr• ,• : ,. •)'. , • a•. :- I If A! 1 111 ,. ! ,,, • . I .., l• P , r •• _ Ge ^ • .. l e ■ 'la, . . . . h i . . . I .e 11 , .., I r ,' I../ -I 'I / a . . Y C r Dina (&ik 4 ' 1% %a1), 4 + 6e $ Cat,i,z, 1 S houIA it &4 41 �}r12.yvr AI 1 AO Ir pi 5 OP olor' All ,rierin s ,out) 1: ( 6 ,^ (jdgei!- r tc 001 krAir 7) y v- Crveri4 l„ si (It wkk) 3 ( j6nSr n Non 1'P1 -trit, Tt k4la a) Fipto /N 4 0- AP • This report presents opinions formed as a result of our observation of activities relating to geotechnical engineering. We rely on the contractor to comply with the plans and specifications throughout the duration of the project Irrespective of the presence of our representative. Our work does not Include supervision or direction of the actual work of the contractor, his employees or agents. Our firm will not be responsible for job or site safely on this project. Attachments: Distribution: Signed: o 4jl * nom AG _C7 TO: FROM: DATE: SUBJECT: fx„ City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433-1800 Gary L. VanDusen, Mayor MEMORANDUM 1q6, TO: PROM: DATI: SU IJUCT: (10 /T2.MEMO) City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 QOM) 433.1800 Gary L. VanDusen, Mayor MEMORANDUM U.)- (Trittie qovo Jade- a ce. qfpv- gegemA . itavi- J / ) A ,4A- kill /4 ti:/ c„. ,641....%, .04 OA> ea V /61 W 1 4 " 7 A4 itew Citlitf Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 1200) 433.1800 Cary L. VanDusen, Mayor TO: ()). GWAI 146E2 n LE GD - I94 FROM: DATE: 23 SU[.9 SUBJECT: Marl MA ISSUES GettoM 12.E.0 50, fik"AlCE 'FLAN I 90 — Cx1T� NCB "FeoM 'T2a1 Ni t4CI [&Nth 1.4.moWcot4F. 14As PSE.EW 72ESOl.0 E.O AEMMON OF '57'A(R. o E. T4 1s ' j9TEtA - R2001bES MX113N4 SE SP44.6.6 L)1714 Oil. 'POLO) L•.1 EK LosoRE ooR 4varilae.% is )gar REt UA E.o lacczpr ) VCaiDE !. . Aan uiaotasS B o NE ctT 'R . (1 / MEMORANDUM I R.E'DE .. 23 JOL A5P41:• Peccia e_asT DATE PROJECT NAME Uv / 61 le- ( Ac-r-2, ADDRESS CONTACT PERSON 1 CD , (1 )a PHONE &2D 2 -- 6 ARCHITECT OR ENGINEER '4 IT 7 --'H (T J K-E% PERMIT NUMBER PLAN CHECK NUMBER C; (0 - tq1 �D TYPE OF REVISION, U.22A In i r SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO, E nrcn'J Ca CITY0F 1t1 mA JUL 191990 r EEMIF CFATE r (206) 431 -3670 CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * *REVISION SUBMITTAL ** - 1 , �a (i ! a (If previously issued) f c:3(; I le-- Ce_7c rrr) CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 July 10, 1990 Mr. Dennis Evans Alfred Croonquist, Architects 3404 One Union Square, Suite 3404 Seattle, Washington 98101 RE: W.W. Grainger Plan Review 90 -196 Dear Mr. Evans: 1. W.B.C. Sec. 3305 (a) Paragraph 2. 2. W.B.C. Sec. 3305 (g) and (h). PHONE a 1206) 433.180(1 Gary I.. VauDu.ren, dluynr A Subsequent review of your revised upper floor space plan, indicates that additional exiting issues have been created. The corridor serving the upper floor occupants must comply with the following building code sections: Please review space plan and revise to accommodate the noted minimum code requirements. If you have questions regarding these requirements please call me. Sinceiely, 1)4^e6eiti Robert Benedicto TO: PROM: DATU: SMUT: City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (208) 433 -1800 Gary L. Vanousen, Mayor W.60. G A\NO,E 2 FILE *RAN RE.0 E ) %-- L ( 7 -G0-90 MEMORANDUM 'tstoNS ?CAN'IEQ CoMMEl4r5. E . 0 V 16 %•N -3 •DE1- 1ID 126f, lb ' 1b E 'Room A.ND 2 xrrEO Clot DQe :j11 QLKi T i s A Tb praoO (O ._ 'Ecoc4 o MeAt%6 OF .tom Foy. Gmemsot2 2L6 lb Gam oor2. / 440weosts sage.% EXT'EA2a o Q. IS 5 1 �ESCwr Mis G1 -tNGe_. Wti11✓MNMSft-EO .4REA4 *. 16 Coftv peen A CQgglooe.. 2 et G. wAT/OW NEB 41 6o 2. 4 i�. •� - 50� oN 6.F, 5X1 •Eo I.NSE ISK. X 221os ' `75S4 Net) or-co 4octsa 49,18 . 2o4634 (10 /T2.MEMO) 662 is �t.. Fact 1 tJ U t4 9461'4 %(M, 1 t Bo s5,60/ )C 22.08 t 783 8'70 P X +lilac 409 G i G I, /93,55 J July 2, 1990 Attention: Subject: Gentlemen: Dennis H. Evans DHE /ml City of Tukwila 6200 Soutchenter Blvd. Tukwila, WA 98188 Mr. Robert Benedict Mr. Jack Pace, Senior Planner W.W. Grainger Addition (Plan Review Number 90 -196) ALFRED CROONQUIST ARCHITECTS ONE UNION SQUARE BUILDING SUITE 3404 SEATTLE, WASHINGTON 98101 ' (206) 682 -2690 Please find attached revised drawings for the above mentioned project. These drawings are submitted in response to your itemized plan review comments and Design Review approval "conditions" (relative to site and landscaping plans). Please note design revisions addressing plan review comment #1. The design intent of the above mentioned project proposes work that does not qualify as a "substantially remodeled or substantially rehabili- tated" building as per chapter 51 -10 WAC, chapter 4. Please find attached completed forms 8.1 and 8.3 per your request. The new warehouse addition is being treated as a non - conditioned area. Please advise if you wish further information. Sincerely, ALFRED H. CROONQUIST ARCHITECTS 4+4 tf qv RECEIVED CITY OF TUKWILA J in. 0 3 1990 PERMIT CENTER 2. 3. S. 9, .Farm L I Air8Lt tI1EUIOR LIGHTIrts POWER t�i 1 IA,15/ ; »—.- .....,.-T , .LrWAL wAr ctpancy Croup � ''` � .... • • I N '• �,...� AREA Viable 4.18) -444.-447.444.4444.44.4-4.4-4-4-4444444-4444444- 0:11•11MW.,144. AC:';IA INTERIOR LIGHTING PJV.R n:OCET E i s 1 G w 10 r A 1. .4,11~1 XXXXXX 0,05 . R M R rr r"S 3 3 9' 3 ---- - ..�... , 0. PA • ING AAZA LIGHTS 0 ' , ........................................,,................................ .'" --- ""AC" a"R b'E"si G it a er fit..... . • AGrIIAI .S I Gntl trcl Orlf yr .4 ALLOWAaLE EXTERIOR LZGHTIZIG POWER BOUT (SECT. 425C) ai !.. AL f ALL 'uR$L ,iAe L Ate; BLE j . . , FEET WATTS /FT HATYS /LF wATtAGE ` 7.5 ; # .' $s Bulcr��n� r�FRIME't>:R � XXXXXX �� • �. Xxxz„zx�c S PAAW.NG AREA ...., ' . XXXXXX ' . ACTUAL EXTERIOR LIGHTING POWER SUOCET 917 7 CITY OF ft:'':`1VILr1 JUL 0 3 53:,0 • PERMIT CENTER r OCCt,;P.'1NCr AREA i TYPE SF . ..+..,... ALL.OWASLc; W/ S;: l ' PER co Or. % O41.,;1'i' %A•C,'.= Y01AL 'wA711 ... _.,..,..�.�,.._ w. J ,. '.1, r � .�._. _.,... .. tA 9 q t- t. LICHT FIx1' J E ILIENTIFICATION me - w ew- c. 1 ' X ? - 3 -� W /FIXTURZ IMO! rtMilligIMIMIIIII NO OF FrxT(Ar% 1 1VAL. wATTS -•� Ii - . r 9 q t- t. • NMI ......**,...,.... , — * — , - M.. .. •�•I�Y1�r I.. _ wwM"'.M.rryr••r,.y... c.: ti Farm 8.3' >Er.rgy Coil Cornpliancist Form Lighting Power Oudget MO T£: Ont ono two tarrily QotachCC, cw.Wsi o6a tr,e cvret;rr, pc); r bona ui rnuttii.tmdy twidings orc. •Czet pt from trio ;igr'tir+g A. L Gl4TJNG BUDGET PER CC©E: ..++•...++r..+.. +.Aw •* wr. PEKI_a_ _ o�r7S. 1 x 7.6 w /Sh TOTAL WA;^S ALLOwa$LE PSR GOOC - -- ----- B, PROPOSED LIGHTING S C H W D L (GOatlnud On Uperatt ahett �; r,;•; rd; fINWOMMON NAO.;USTEQ TOTAZ, PROPOSCO WATTS ci I • JEJuCT CREDITS PER CO Oe (SEC, 4 :26) t4=A. WATTS a OR < CODE (A.. ASOyE) ?? - -�--�- • IZTua� AT ce irrcwacs lus'57 7""" .. � ... _ .. ` .,.. ' . C. AionS with this tWrn, p1e45g sy,bnnit a bt;tt ncrratitit 70:;►'ibirs tna tigr,tin; da_IgnInct ud;ng 3witcnirl9, a,cterinr ►;chts, orsd soc4;c I tnercY S4'6rg t,ctidrett (motion scnsLra. et.,), • RECEIVED CITY OF TUKWILA JUL 03 i9O PERMIT CENTER c v "ii ' r ' ' kar ' L . Ar I FErT r ALt, 'uD.$IT A L:bo JAis .c. ! WATTS /FT- , NATYS /LF ! M- WM..i.�iWMAF�1�.�1/�. At. � 42aRt WAT PAGE yy/1 — . 4 SS auILGl P ERIMETER S PP CX!HG AREA •... «•., .... XXXXXX ...... ' . __; . XXXXXX .\ '. Xxxxxzxx . ?.5 I 'a,d 6 . . 1 . . 0.05 ,.. .. j ... XXXXXX i ... . • • ' " ACTUAL, EX7£ YOR UUGWTZNC POWER BuOGET . . • . . la- et ar-- . A' •: R M R iG YS PA' ING ARIA LIGHTS rtgruITVAnarrile7rirOrtrc 3 3 cf x 3 0 17kire , t , 9 17 ' 7. a 9, 0. . 1' IC t al't0'S:1° ' CLOWABLE ;1i1ERI0R LIGHTING POWER GGET AREA i (Table 4.IS) WAT •: `1YrM.Mr Iii.. AC:';1:•_ INTERIOR L>GtsT1NG Pow R a GET ' . I L�'li n ?t. x �i�l� ii�frn t 1 i (i.Y 1 rl,� Y;nvM i.. I we . w 41h. wr.rrw.w ALLO A3LE Ex'Ea10R LIGHTIr1G ROWER BUDGET (S%CT. 42 G) .,...,.,�..�..,....r ...�.,,..: *la & ,..... 207 • CITY OF ,1'. • JUL 031990 • PERMIT CENTER Sg 0 • AC LICi4T FtxTuRE IaE_T_FICAT;_N rnt ►►, I • X 2 = 3 .,_j COLuhiti i w /FsXTURE NO. OF FtxTtAi" TOTAL '►era i rS '' ^.......r ,y.... • •y 'uSY p TOTAL TpT� PRt?pOSEO NrA1`fS - i� • DEDUCT CREDITS PER CODE (SEC, 426) t • • ) • - : " �,— - -, MIA: . wA7TS = OR < CODE (A ABGVE) p? ....�...._0,p,.,r LIJ Jt-I 11 • iV II VV \.VI Ir I N I -WI I - Farm 8.3• Energy Code Compliance Form Lighting Power Diadget NOTE: Qt t ono two fo1rli ?y CIMOChta Cw. tlirlgS OnCt th0 dfiCIlieva pot - tiom of muttit,:mity aviCings ore. exempt' from ma iignting oudgv:t:., A. LIGHTING eUOGET PER CODE: OCCUP ,NC? r TYPE ALLOWASLc, w; PER COW:. • 1 i PERImETZP - ~ Qe7.S' IF' x 7.5 w /Sf 1 • I TOTAL, 'WArE AL ,OwA6L ►E PEP CODE I PROPOSEd ► IGHTING SCHEDULE ( CGAIIAue. on scparote etas( If t r,,.;lrr:) TOTAL WAT"« as4 9. •■•. -. • s►z'uRc, YArAce ►n:CixOCS i Q8t:S AND SALI,'S7 C. Along with this form, OitOU; swbrylit o bf ;et Acrrotive de..Y.;b; 1 tna tigr,tin, da:i5n 3witcn;ng, exwior I;ghts, onC 30ct14 enetSY iov;ng fAc;irrets (motion Mfi■sorb, et4.), 21, RECEIVED CITY 01 Tti'KVVILl\ JUL. 0 3 1390 ' PERMIT CENTER COPIES DATE NO. DESCRIPTION ' 2 4 1 2 '90 ` L Alb , '7(44.,/4 /ILA • / ,11 4L J - I - If 1 •'D `M! d % ✓ i�Li/, i /44C .r�L�il % /I.L ./i ZM. 1 _7. TO ALFRED CROONQUIST ARC 600 UNIVERSITY STREE1, 1 UNION SQUARE BUILDING SUITE 3404 SEATTLE, WASHINGTON 98101 (206) 682.2690 714 -. COPY TO PROW 240.) Mc, Wan Man NGI. If enclosures are not as noted, n kindly y y e. us et LETTIEG �� CF `T'G3 RSEDTi L DATE 7. JOB N � O i-' 07--W-0 O / / A i/- �w ATTENTION Y RE 07--W-0 �,�y , f WE ARE SENDING YOU ,Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints X Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval X For your use ❑ Approved as noted ❑ Submit copies for distribution > X As requested ❑ Returned for corrections ❑ Return corrected prints For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS RECEIVED PERMIT CENTER nc SIGNED: . r C<< <' - % L t. ) ; , �y L h 1) -c' .� t c , r " ' r L., r... I ' (.1 ,1- Z— dDCIC1 t-r.s ' ._ CCa(€r - -► )' PROJECT . LO ( L S rc41 - y - , r ADDRESS q-1z ,ej( DATE CITY OF TUKWILA DE'AR?MINT OP COMMUNITY fFV4LQPM N'T • prepared by: , e. & sWAIP! Afv11t1nw0 PLAN CHECK NUMBER •r COMMENTS: City o Tukwila PLANNING DEPARTMENT 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 ----�� FAX TRANSMISSSION DATE /TIME: 19_10 (Name) (Company Name) FROM h2-1■\4? 1:30,k42s PHONE NO: SUBJECT. PAGE(s): cQ (+ Cover Sheet) to - 3 < <o (FAX #) FAX. #: 433-48. 9- 4-32 TO ATTENTION COPIES DESCRIPTION ADDRESS H404- ONE_ IJNION 5 O,4 E (E,a/T1C WA 6 1601 7?4/' 450 :.e) A/ 6 /D 1% tr.+sRSrrrT+rrr.— T .-r- - .. r --r . •rr- -■-r+• . . r WE ARE SENDING YOU THE FOLLOWING X Attached Q Under separate cover :N,n41- Re4a 0E1)IE& 2UMMF_NTS THESE ARE TRANSMITTED 1 1NEi' C/72 R2' 2 6 gem Q For approval L /&yr,A R'cwE/Z. 611X6 - r 1V02/111 651e rs) )1: For review and comment 1 For your use and information Q As requested Q Other mr77. 7.71, -w rr...-t. >s ..- r.-..+ rte -r..-n,r,- ,- r— .rr....e 777,17- r777,+n -+. • +.... _ _ _ .. COMMENTS 46e (51 ( /Y1 /r TCUO C 'k /G5 CF '-' /C) /J.5' VEOT =LQptD 4/1D - /VEIC4 I CODE /N, C— / I4770/✓ , - 7 g6v1.1,CSrEa, � � SIGNED 4 . s2fCledt (23 /P4.LTRANS) City of Tukwila PLANNING DEPARTMENT 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 LETTER OF TRANSMITTAL DATE 6 - --6 ;0 REGARDING 0,a). 6/C4/4r /e ''- CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 PROJECT l i / 1 (u, NGe Z ( i ) A V L E A 4 O U ` E € ADO 1Oty C t )4 Y t i ADDRESS c9-7z 5 TD DATE TRANSMITTED DATE RESPONSE RECEIVED THE FOLLOWING CORRECTIONS AND /OR CLARIFICATIONS ARE REQUIRED TO COMPLETE THE PLAN REVIEW. ITEM COMMENT "Pram 2,07 4 2c C, Ac.-cf.:, TO Tan RGau t Q. t FO C2 TI -ti6 A(2EA, "RA(4 1 C--s. NOT PIc.l)(Dt u, (2 Access TO A `51a )wDACzc.{ Ex. ET XCEFr COMA ECQ_E� -, 114 at) - C3K A 'STURA(%)C. Room, i--A` t= REU(CLID Ak ID - cjt17E V) 4c :col-go ALL QEQU■RE.MELJ1 of Lit 13,C. C1 -11\1 E. V._ (NIbTE TRAT lC •TA■Q. � A, � t tNCC- QUV,T�Q I t•(T) Aft EX t -`x. S - r "tom 14C o- - ♦ t 47.1 TRi5 Ek1c.A..0 a:t2E 4 RELATED c,eloot2. mtisT EKIEakO2. 0-lo .t (-Met )EN ttIC.0 P-Cn ) . Wi ? c /442101.t auwao, > ' 4 6 t E ► >o QED vO t-tDC-_62 l (S L e 10 iffiffari.41 41F '4.1_4. .0 r -t A 11 6u5'.5"rALIT •R'EM DT) EL-ED it 'S/- t-i (Al-u. ANL( A ►" SLS(LT 14 �G2- -3Ec ' _. C ) = L ) As 4 ((\11yo STAce: Foe_ 84 et EIS - Re Ec.; VZ-EVO MENTS Tb% 1LDtNc tE;(L1ic-t A Z.1 CA •b tL ET Ir,)MS "RAMpS PAQ.KttJCt '�t NA(/' C- �. --� • • • A)L-D ADDtkt:._5SEO , 4,0i644.90/ ' ��o 'e-to 0 ,4'v G2r -rL /L/ i co i n iz./ , c r /1 /- �a ,7 re //EiW cc) QE, 5/ 7t E 4e64 /, ociieOLJGEL C - yL' D/Trd//E !ter= C'CG ii - ih z i,- .4L, GG / < 1414 i 24 *,./77/i9 %31/7)Q C4 - C1./C4710 S 7C) 6/JALi/ -" C6 ACS", / 2 / /7i 4T/4 z/E,o ) /1/ 4 sePC7 42H /=.,z`.;,F I /2/ r (1X) :y//.'.5 /-Fy -/-/ OFG �i4� !%7}5 7, A ,FLrole4 .cd��2efisiAlosar�cca,�tG co-25 -90 CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING DIVISION 1141 - ./ PLAN CHECK NUMBER q0 - /6* ND . & /.. )2 /) IMMO prepared by: P r Plan Review BUILDING HT. / NO. STORIES FLOOR AREA , Q '2'5? GI2C68. OCCUPANT LOAD CITY OF TUKWILA DePARTMENT OP COmmuiviry la • li•a■bakript MUMMA, 16 FCLQa ((Di F(-cX)R- 7 9 To FA 0 r AN , PL CHECK ' NUMBER 9o- ici Co PROJECT U ) Lfl. GR4ii-tG Ea - Li )AizEt4oLyoe_ 4-Dipitiot4 4 NT RE,40 CATIONS ADDRESS q7.Z15 DATE OCCUPANCY GROUP . B - Z FflGE 4.04p-E-A-koose R.ET - Asit- TYPE OF CONSTRUCTION 11" . OFRARKL-C--gp-D LOCATION ON PROPERTY (1411)) 7 I =30 3= 6O - bl-kaEr I F EXITING REQUIREMENTS ccc Lv. >30 - WOO EXITS REG2C), 1 U.MCT-4 o I TV E 0 IA L A=3 LOAeEt-401.15E. FL?-. occ tkE-Q. 2. E...-_1(ti 6 C-Autt,, 'mootoo-D vo K MAIN F1-2.. OPc/54-6 NAL - 7A-, CC LQ 5 PFXINS E0 OratilDez V 0, K LVE9._ FtoOVL colgtz_■Dot,9._ aot (?) . '330 WA •RO$ ZO2 203 201- 2Cc ft THP-ctX,144 cTIt. Ewa.. o3 L' TQA,t4 1,1c1 1,u ricl/coNF. ) ONE, xx1 eC40, &.31Nri,11 EATS coo E F L.Sott-t Qco lo • - S 1 ut DETAILED REQUI OCCUPANCY TYPE OF CONSTRUCTION PART V, CHAPTER 23, U.B.C W.S.E.C. CHAPTER 51-10, W.A.C oco -1, 1•10PMEN7' y e' prepared by: Plan Review PROJECT CO, CO. GeA. 1( GDDITIoN 4 R.EI T1o14 ADDRESS g7 z6 TD '1 LVD, DATE _5 CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING DIVISION prepared by: , lakg PLAN CHECK NUMBER _z 1_ 2°F. 041071116 k Xt5T1 NCt 'ElLDC.t , - 68/152, ' F ft ► ►l • 3., 5 Abo(rIot•1 (cFtcE) - FAG() c= 17)1711/4t 61r- 1 LDC) c24 26 5F < Qum o )A,� LE - , a K . . AS1G ALLOWA A(2-E4 12 CX MULTI - tNc.e.sasG t 2 (00 `.3F ( t(C, Fa-z. S Ep ; 5°,0 x id = (5 5toe) I Z l)GD ` - Soc3ToraL qo -3PRK. t I ce sS zGo K X 7 562 noo 5t= 3 (o, coo s F TOTAL A LioLoAac.F. • 72 (X)a sr- Crc u44i it Lc) At CALE/J. o '`ALES 1t) I 1 ( / - o - v citil O FI cC 10 ?..) 1745 /100 - 17 1 r or.. (A) AQ..E 1-I oSg 5S4140/6 1060 TC5CA L t; t cze-0T F-cocv._ b157 V1& Z -' 1E0/Ion 1 ac- __uz.cc4L 20'3 -- I � a/ino 1 PI (.4.k 20 -- 0 0 205 ' 6 so FZM 6v4 /wo TleA1 N I t .1C( . 20'7 6 l2/ 2c> ko i -IC(-4 • L TnTAL 'c -coNt1 .R. - 79 Plan Review PROJECT CO, CO. GeA. 1( GDDITIoN 4 R.EI T1o14 ADDRESS g7 z6 TD '1 LVD, DATE _5 CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING DIVISION prepared by: , lakg PLAN CHECK NUMBER _z 1_ 2°F. 041071116 TO: PROM: Shp 1.1V. DATA: ' ) ' f o t 14, 1 9 o sWAIcT: W • lk C r oAr •er , 1 n C. PI-case d o 3t r 0.1 Re..ii -e onl et-e r u. P. (' . ,, I n (10 /T2.MEMO) City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (2041433.1800 Gary L. VanDusen, Mayor MEMORANDUM PRE - APPLICATION FILE NO ' PRE-APP-001-90 . ' P ROJE MEETING DATE 1-18-90 TIME 2:30 "p.m S ITE ADDRESS; CHECKLIST MAILED TO CONTACT PERSON (date): 1 =73 9fl STAFF PRESENT C Building (433 - 1851) Fire (575 -4404) Planning (433 -1849) Public Works (433 -0179) ❑ Parks & Rec. (433 -1847) Police (433 -1806) Tom Kilberg Crime Prevention EPermit Center (433 -1851) 0 Other ( - ) APPLICANT /REPRESENTATIVES PRESENT Contact Person: (PREAPP2, 1/90) CITY C.TUKWILA PRE- APPLICATION PROCESS MEETING ATTENDANCE RECORD NAMES /TITLES Duane Griffin. Building Official Nick Olivas. Fire Marshal Rick Beeler, Director: Darren Wilson, Assistant Planner Phil Fraser. Senior Engineer: Ross Heller. Engineer Recky Davis, Permit Coordinator ra3nger 7625 Todd Bl Name Howard Kinney Company /Title Alfred Croonquist Architects INITIALS RI fl Address One Union Square. Suite 3404, Seattle, WA Zip 98101 Phone 682 -2690 Others Present: Name Company /Title Address Zip Phone Name Company /Title Address Zip Phone Name Company /Title Address Zip Phone Name Company /Title Address Zip Phone Name Company /Title Address Zip Phone Application forms, plan submittal handouts and other reference materials are enclosed for your use. If you should have any questions regarding the permit process or would like additional forms sent to you, contact the Permit Center at 433 -1851. PRE-APPLICATION FILE NO, PRE - APP - 001 - 90 MEETING DATE 1 -18 -90 (PREAPP6, 1/90) Checklist prepared by (staff): ORE- APPLICATKlN CHECKLIST TIME: 2:30 PROJECT' W. W. Grainger SITE ADDRESS: 7625 Todd 131 BUILDING DIVISION CITY OF TUKWILA pRI 1. Comply with the Uniform Building Code, 1988 Edition. 2. Comply with the Uniform Mechanical Code, 1988 Edition. N1 3. Comply with the Washington State Energy Code. Provide energy calculations stamped by a Washington State licensed architect or engineer (see attached format). ()0 4. Comply with Washington State Barrier Free Code, 1989 Edition. 5. Apply for and obtain the following Building Division permits and approvals through the Permit ' Center: )(Building Permit Rack Storage Mechanical Permit Demolition (Building) rading /Fill Permit _Other f1 6. All applications and plan submittals must be complete in order to be accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided on the reverse of the applica- tion forms to verify that all the necessary materials and information has been supplied. pl 7. Construction drawings must be stamped by a Washington State licensed architect. 8. Structural drawings and calculations must be stamped by a Washington State licensed structural engineer. [I 9. A boundary and topographic survey prepared by a Washington State Registered Land Surveyor must be submitted as part of the Building Permit application. N I 10 Temporary erosion control measures shall be included on plans. Normally, no site work will be allowed until erosion control measures are in place. E, 11. Rockeries are not permitted over 4' in height. Retaining structures over 4' in height must be engineered retaining walls, and requires a permit. t il 12. Rack storage over 8' high must be designed for Seismic Zone 3. A Washington State structural engineers stamp will be required on plans and structural calculations submitted for rack storage over 8' high. 13. Construction documents shall include special inspection requirements as specified in Sections 302(c) and 306 of the Uniform Building Code. Notify the Building Official of testing lab hired by architect or owner prior to permit issuance date. The contractor may not hire the testing lab. 14. Demolition permits are required for removal of any existing buildings or structures. Q 15. Comply with UBC Appendix Chapter 35, Sound Transmission Control (R -1 occupancy group). g 16. Obtain approvals and permits from outside agencies: ELECTRICAL PERMIT /INSPECTIONS are obtained through the Department of Labor and Industries (872- 6363). PLUMBING PERMIT /INSPECTIONS are obtained through King County Health Department (Inspections: (296 -4767, Permits: 296 - 4727). [] KING COUNTY HEALTH DEPARTMENT must approve and stamp plans for restaurants and food service facilities prior to submittal to the Tukwila Building Division (296- 4727). FIRE PROTECTION SYSTEMS plans are reviewed through the Tukwila Fire Department (575- 4404). 17. El 18. [I 19, El 20. c ri K Date I - l -_(3 If you should have any questions regarding the permit process or would like to obtain additional forms and handouts, contact the Permit Center at 433 -1851. CITY OF TUKWILA (PRE- APPLICATION CHECKLIST PRE - APPLICATION FILE NO. 4, - oD / -40 PROJECT. `). /4) MEETING DATE: /g°`Ln TIME -' SITE ADDRESS' �G Z" 1 FIRE DEPARTMENT - Construction Information s ,r 1. The City of Tukwila has adopted the 1988 Uniform Fire Code. This and other nationally recognized standards will be used during construction and operation of this project. (TMC 16.16.120) E 2. Fire hydrants will be required. (City Ord. #729) [K3. Required fire hydrants shall be approved for location by the Fire Department, approved for purity by the Water Department, and fully in service prior to start of construction. A fire hydrant must be no further than 150 feet from a struc- ture; and no portion of a structure to be over 300 feet from fire hydrant. (UFC 10.301 and City Ord. #729) 4. Automatic fire sprinklers are required for this project. Sprinkler systems to comply with N.F.P.A. #13. Sprinkler plans shall be submitted to Washington State Surveying and Rating Bureau, Factory Mutual or Industrial Risk Insurers for appro- val prior to being submitted to Tukwila Fire Marshal for approval. Submit three (3) sets of sprinkler drawings. This includes one for our file, one for company file, and one for the job site. (City Ord. #1528) [[ 5. Maximum grade is 15% for all projects. (21 6. Hose stations are required. (City Ord. #1528) [] 7. A fire alarm system is required for this project. (City Ord. #1528) Plans shall be submitted to the Tukwila Fire Marshal for approval, prior to commencing any alarm system work. Submit three (3) sets of complete drawings. This includes one for our file, one for company file, and one for the job site. g 8. Special installations of fixed extinguisher systems, fire alarm systems, dust collectors, fuel storage, etc. require separate plans and permits. Plans to be submitted to the Fire Marshal prior to start of installation. (UFC 10.301) [ 9. Portable fire extinguishers will be required in finished buildings per N.F.P.A. #10. (Minimum rating 2A, 10 BC) 10. Buildings utilizing storage of high piled combustible stock will require mechani- cal smoke removal per Section 81 of the 1988 UFC. [2(11. During construction, an all- weather access will be required to within 150 feet of the building. (UFC 10.207) - 0 i1( / 12. No building will be occupied, by people or merchandise, prior to approval and inspection by Fire and Building Departments. [ 13. Adequate addressing is required. Number size will be determined by setback of building from roadway. Four inch numbers are minimum. Numbers will be in color which contrasts to background. (UFC 10.208) [ "14. Designated fire lanes may be required for fire and emergency access. This requirement may be established at the time of occupancy and /or after the facility is in operation. (UFC 10.207 as amended) 15. Special Fire Department permits are required for such things as: storage of compressed gas, cryogens, dry cleaning plans, repair garages, places of assembly, storage of hazardous materials, flammable or combustible liquids or solids, LPG, welding and cutting operations, spray painting, etc. (UFC 4.101) E266. Fire Department vehicle access is required to within 150' of any portion of an exterior wall of the first story. Fire Department access roads in excess of 150' require a turn around. Fire Department access roads shall be not less than 20' wide with an unobstructed verticle clearance of 13'6 ". El Adequate fire flow availability will need to be demonostrated for this project. [I 18. Checklist prepared by (staff): C S (�""" �, 1� �--- Date „32/06, PRE-APPLICATION FILE NO. CITY OF TUKWILA ?RE= APPLICAT N CHECKLIST DO %,;t) PROJECT' L'`J.`,c/ xpt MEETING DATE; / 94) TIME:-'-" in SITE ADDRESS' , G'' ZS Ti'' -'' E2 Underground fire line from vault to riser a. Thurst block and rodding b. Type of pipe c. Depth of cover d. Flush e. Hydrostatic test f. Fire Dept. approved plans g. Materials and test certi- ficate 2. Overhead sprinkler piping a. Hydrostatic test b. Trip test c. Alarm system monitoring test d. Fire Dept. approved plans e. Sprinkler head location and spacing 0 3. Underground tank a. Locaton b. Distance between tanks c. Distance to property line d. Depth of cover e. Vent piping, swing joints, fill piping, discharge piping f. Anchoring g. Hydrostatic test h. Separate Fire Dept. approved plans 0 5. Fire alarm a. Acceptance test b. Fire Dept. approved plans 0 6. Hood and duct inspections a. Installation b. Trip test Checklist prepared by (staff): (PREAPP4, 1/90) FIRE DEPARTMENT - Inspections [l 1. Spray Booth a. Location b. Fire protection c. Ventilation d. Permit Q 8. Flammable liquid room a. Location b. Fire protection c. Permit Rack storage a. Permit b. Mechanical smoke removal c. Rack sprinklers d. Aisle width /10. Fire doors and fire dampers a. Installation b. Drop testing f� Fire final 12. Other a. Fire Dept. access b. Bldg. egress and occupancy load c. Hydrants d. Bldg. address e. Fire protection systems (1) Halon systems (2) Standpipes (3) Hose Stations (4) Fire Doors (5) Fire Dampers (6) Fire Extinguishers a. b. c. d. e. f. g. Date ..27/,/4'4.9 City oi ukwila PLANNING DEPARTMENT 6200 Southcenter Boulevard Tukwila, Washington 98188 (206)433.1649 Pre -app File # PRE -APP- 001 -90 Project Name: W. W. Grainger Meeting Date 1_18_90 Time 2 :30 Site Address: 7625 Todd B1 Zoning C- /X - Conditional Use Permit ., pesign Review Design Review- Interurban No/Environmental (SEPA) Planned Mixed Use Development FOR STAFF USE ONLY LAND USE INFORMATION O 1. Compliance with the Zoning Code (Title 18). [2. Obtain the following permits /approvals: (applications attached) _ Boundary Line Adjustment Building Site Improvement Plan - Comprehensive Plan Amendment Erl. Proposed use complies with zoning? ./Yes — No [3-"4. Structure meets setback requirements? _!i/ Yes , No a 5. Proposal meetings minimum parking space standards? VYes ^ No [3' 6. Roof -Top mechanical equipment screened? _ Yes — No • 7. Site plan complies with landscape requirements. „ Yes X No I 8. S4t,e 4 4401Kwi.sedolu A40✓ - if ett O 9. /44/4 O 10. f /164 0 11. T!! Q 12. [� 13. Q 14. Q 15. O 16. [� 17. Q 18. [� 19. 0 20. Checklist prepared by (staff) [ (V, Q, . 1 PRE - APPLICATION CHECKLIST PLANNING DEPARTMENT (land use) Planned Residential Development Rezone Shoreline Management Permit Shoreline Management Permit Rev. Short Subdivision Subdivision Unclassified Use Variance, for Date 11I:iI;) PRE-APPLICATION FILE NO if }'�IWv ng, cop., c kellz AP Checklist prepared by (staff): (PREAPP5, 1/90) Rfl CITY of TUKWILA PRE- APPLICA CHECKLIST PRE - APP - 001 -90 (11 PROJECT* W. W. Grainger MEETING DATE. 1 - 18 - TIME: 2:30 SITE ADDRESS: 7625 Todd Bl PUBLIC WORKS DEPARTMENT 1. Apply for and obtain the following permits /approvals through the City's Permit Center: Center: Channelization /Striping /Signing _ Sewer Main Extension (private) ]i Curb Cut /Access /Sidewalk Sewer Main Extension (public) Excavation (public) A. Storm Drainage ? Fire Loop /Hydrant (main to vault) _ Water Main Extension (private) ROAC04) vt2 Flood Zone Control Water Main Extension (public) Hauling (2,000 Bond, Cert. Ins.) ? Water Meter (exempt) x Landscape Irrigation Lail.. f) �Oc \ Water Meter (permanent) Moving an Oversized Load _ Water Meter (temporary) Sanitary Side Sewer A Other Cr(11. PJt.rvh, i [SJ 2. Hauling Permit required prior to start of any hauling of material on public right -of -way ($2,000 bond, $1,000,000 certificate of insurance, route map and $25.00 permit fee required). Q 3. All applications and plan submittals must be complete in order to be accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided on the reverse of the application forms to verify that all the necessary materials and information has been supplied. [Z 4. Water and sewer assements may apply and will be determined during the utility plan review process. 21 5. Provide sidewalks per Ordinance #1158, #1217 and #1233, or obtain waiver. 1_ 4 6. Provide Hydrological - Geotechnical analysis. n P � P��� 7-cw t�� CAWS S LA NO 3 \,61.1 S rat_ ADD In T)614.AN /1(C , t,., 71, Q 7. Provide erosion control plan as part of grading /fill permit application. (6.,Ntyu� 5o G-,y J[ 8. Identify building elevation above 100 year flood elevation per FIRM maps (use NGVD datum and recognized bench marks). El 9. Provide traffic analysis /trip generation study for otzkoAmb r - s . — rub° (cQ.V . tt " ? ?Q 10. Provide developers agreement for 4, SILie V C, Ji• - ae■ .. - 1 3 '3 -- O 1 1 - RA) C OWN.) / c orl Cr& -- J 11. Provide the following easements and maintenance agreements • 7 ?ice u • [] 12. Provide water /sewer availability letters or certificates from districts serving your deve- lopment. Q 13. Obtain Metro Waste Discharge permit or approval (684- 2300). XQ 14. Complete Industrial Waste Survey and return to Metro (self addressed and stamp provided). [l 15. Review the following City Studies when designing your project and preparing your Apo n fLF S submittal: v... 111. P r\.i.� t71 tN 411 -rv�� �1� ▪ 16. PLD u • 0 1 L. w • t , • 11 El 17. T I S c, N 'a • 1 L. C I L LA ' -4► hi n J/.. C.(Th £.W PV.:--CIS Date 1 (/3 ( 9u Z.10 ( l. U 7= A If you should have any questions regarding the permit process or would like to obtain additional forms and handouts, contact the Permit Center at 433 -1851. • 710 . 00 . 1 04...11•11010Mt 1411.11171 11At/t/ ?%;) frNt7 1, I Sic ;%e,fZ 01110 - •1U 1 sJ t \ 11(4e t er>f' t,1sT 2�rJ11�rM��iT� .r44 ' 'i7 rxvVAt -,K. t A(;-4-1^41 --00 Le6k �jCi jT / Zrx l ( 1 I ► I.p N 259s Vi Nc n• •ei u i i -\/,AT ' ) 1 y .. &PHAN 1- rAINAIVII• ice ,.-- �..✓""`�'�1' 1144,612 22:- 9 ki_" i v exio/r 12)-a 47_ 2 4 / ' / DVIi PP-ad-1 l'IANNVOP t ;'ik !Atl Of TAN ip\ r:j6,,k - r. . '" `�� -�-° w ,_ _.,�,,,• .., �: `JOIt -iT USE Wl plu71L1 - TO Fir) o tr 50' -0' 50' -0' j i H- J ! ! J 1�1�i ,T'/ t' • 0 ',cot •sco- QIi OUTH • • m i / / • 1,1........x"•_, »..,. �..�.....,•�• -- -...- Itil i> t 1 'yP 5 0 ' -0' 50'- ■lMMUMam!lestUMWM!! 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'JAu✓� ft. 4Itz I 1111i•i I!I i111i1I li1 il iii {d {I I t I IIII�IIIIIIIIIIIIIII�IIIIIIIIIIIIWIIIIIIIIPPIIII `IIIII{ 11111111111111111Wp111111111111i IMIII11111I11111II i1111111iI1i{I{II!I111111 0 I6THS 1 2 3 4 5 6 7 8 9 10 11 MACE w K U* 12 NOTE: If the microfilmed document is less clear than thin ,. notice, it is due to the quality of the original document. 08 se et LZ 9z 5z nz CZ za tZ 0F, 61 et cc 9t St +it Ct z I Cpl 6 8 c 9 5 a C z t ww 0 �Ii 1111 !III {{11111 11111 1111 liII IIt IIilllllIIIII !Ii 11111 � iIIIIIIIlIIIllilillillil !!IIIIi II! iiI! I! li! I! Ili1lI11111lIIl�Iillli !ili!lI1111!!l 11111 !!1!�IIIIIIitillilll!IIIIII! 1111! IIHI11 !ii!IIIIi1111I�IIIIIIIII�I !1111 {11�1111111'I' I ' (! ' -, � 1 1 I fill I ii iii DRAWING INDEX .3010 1/ I Li2It' -1Gf I N &or. -M 1I O?-► L 44eA AO:A A0421 � J Lt2l t-!6t• i% .: Y.1At �I0i 1�t /c %! SAL 7 e. c.� ter✓ = !'1 g7& i l:'Cd el, 1 ': 1~ 'i,l I > fJ'i CG4ili D) SHEET A- 1 PA ATE PER T AND APP.►VAL REQU 6E! A - i IL•01.2 - MAN, C;o1 r i 1`I I'.7T 1 Pam' 4.1• -le,t LIS.✓ vretarstand subject to PAS doss not &> oom code coPY ey.... DESCRIPTION 4/i'r . 4 f--00P •pi- t t i P i1= rvt K•A\L f4 "ef:3 AA A. 1..G '' . 4%1.1\f* y.1A +- 16,,,iA 4t,1a $, t .1efi1'. Cfpt-M'atfi!©H fri .4! AN e- JAritea, i !7iHr,K .,��►I -; I/4c LL. 'f ON2. "-f i L N!(• 1V rA - 4 1 ONE ri G'� / o • erA i L' , x:A142 - 'A' i ON OH 1OO H1+4r 1a.At�1 Gib :°nON0 Gi-J L- Nvf ' LEGAL DYSCl2IPTION LEGAL DESCRIPTION Lot b tz. et ter with the north 197.07 feet of Lot 7 of the Plat of Southcenter South Industr.a1 Park as rccordod ire volun • -1 7 of Plats, pages 22, 23, 24 ant 25, roc :ords of Kin: County, Washington. :;ituat'2 in the Co: :qty of King, State of Washington. GENERAL NOT 1. General Contractor shall verify all dimensions and building conditions before commencing work. 2. General Contractor shall coordinate with his Subs all bases, curbs and access openings as required for mechanical and electrical equipment. 3. Chamfer all corners on exposed concrete walls. 4. All work shall conform with applicable codes and regulations. 5. See mechanical shop drawings for location and size of roof openings ' for mechanical equipment. Ventilation per the 1985 Uniform . Building Code. 6. Chemical fire extinguishers N.I.C. (Not in Contract). 7. All stud walls and partitions, including furred spaces, shall be fire stopped per core. 8. Qner31 Contractor shall furnish and install approved protective pipe guards around P.I. valves, Fire Department connections, electrical . transformers and gas meters. 9. All doors, including exits, shall be marked per OSHA standards. 10. Exit door hardware shall conform to U.B.C. Section 3303(C). Complete fire alarms, hose stations, sprinklers and extinguisher :layouts shall be submitted 'per separate permit and approval of Washington Suryey and ,Rating Bureau, Factory Mutual , Kemper:. Insurance Co. Inienfeldt (312)559- 3943, to be contacted ur.ior to i))idding), and 1 governing` -Fi Department. ,tire lanes, hydrant locations and protective devices IfiaT1 be' submitted concurrently for required approvals. . 12. Mechanical and electrical systems; incl6iiing exterior surface and ub- -- grade •improvements shall' be subr'rlitted for separate permit. 11. WEST VALLMV SEC. Et -CITY OF 1 �I� COPY OATH AVE lt. approvals arc and missions and approval of avMorIza ltie vlotatian of any ordinance. Receipt of coi5tractor'S iota l • Permit No • i 1 KENT -- SEC. :318 V CU%OTV MAP O 4000 44X/0 S'XIO W. GRAIN` G R ADDITIONS / ALTERATIONS SDUTHCENTER S INDUSTRIAL PAR TUKWILA WASHINGTON ALFRED CRDDNQUIST ARCHITECTS mime uNtorAl SQUARE BUILDING SUITE 3404 SEATTLE WASHINGGTON €-SE41O1 C2063882-12B SO OF / iLA • < •..�. OF RENTON RECEIVED CITY OF T! 1 Kw; A JUL 0 9 1990. Pcn; n CENTER ,1 • N. co EWE° , L I 1S X +A TL -6..9 wiLSO SHEET A - 2 LO®t 9 LAtJ, 1 1 PIN IM-1 + t'oo+ er.He- fr1- - c 'I A,`2 A LGV. 2.4 +4) A • .yA .�- ��.,i<- rcp hIDt4 a1 Catkirrlari frl e.. �Ahl ° 4 *e- c-- iiON49, IL1 if 4 i ce! i;6.1 - A 11..' , •DL.1 N 7A I oi°r >l?DOOr fi'1fi • G'T IONS 6I WErZT VALLEY CITY OF T K 11 -0; DPW Fat 'Recsoft1> 5.1905 j Ne*/ 4,04o . iN- i 2. v' T f� t=:A ! j4. cf. S'IC,AL CM o , ') 4HAt-v-ev /° a 0 l XIc1_I .G I - 2 y\ TUK Cp►-i� e..71 zo' / / / hill 22' -9 I/4-" ---r oq'I v 47 - 2 •!1 \ --I-464 MANUNcitA \ ft. lANbiNp( ' n is PAP ��}oo o chi-1,4200K • •/ • / `acwrf oo -1A k Cot- 64 2a,0'_0 50' - o' e x6-2. L- F ✓ X Ic, T. .6i 2c- / ;•/ 1 / i .<00P= L-AN ('I rgoviVe r+ &I-,404 �.IoMNT Uhe iaUI 211.10 Chi ) 50' -O'' _ 50'- .X is i I I•1!a +2In(-- ! 1111' ---MG' Vt (fir ,&Wflt.14i' � _ PA°� to° bao4i .�T r711-J(.e aE ®mm7EamldEEDEIMIlY■ • 6 :111.46, f 11.4 'Qr0 C lea T 1 t°+G1' 50'- 011 • • GA NA•0f --1 £ oN N rr-cr t ,y 49 2, tt. evi i'it 4 #64-4249P_41--. - To itA) OV•.. 1 C K I ,1 5) MWovv \ JAG 1' ke,6 11 _ . Ii4Ar. H c-'U X'A( IOH I lid- f '2.1 (2) - - etl o• *1 . i'e? *:? AV -1 Dt.,t i , LOAATe• A eg AF, I-+•iaHt TO M Ldi PL + 4.1.11 5 0' -Olt 1•1W T°f• - - • 0i c), 0 co, -124 NC. L i BH I NE TON PLAN REVIEW FOR COMPLIANCE WITH THE FOLLOWING ORDINANCES ONLY ® STRUCTURAL PER UNIFORM BUILDING CODE ❑ NON- STRUCTURAL PER UNIFORM BUILDING CODE ❑ WASHINGTON STATE REGULATION FOR BARRIER -FREE FACILITIES ❑ YWASHING10N STATE ENERGY COVE SUBJECT TO 1 % CRPRETATIO'IS OF THE GOVERNING AUTHORITY, ERRORS, OMISSIONS AND INCONSISTENCIES. DATE IN r?. le ca,,, DATE OUT 8.71 BY: 0 1 - c.) 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H, 42NKU 5. ae .V, SAN G`f = I� Z !O. G iGVm4 i r -k = ' N i N +r o MOH Ey.p 1, t:A4.4. INGf•. GoY . 7 hH ot�.li 1 ARK PROJECT NO: .� REVISIONS: DATE: 4 1. General Contractor shall verify all dimensions and building conditions before comencing work. 2. General Contractor shall coordinate with his Subs all bases, curbs and access openings as required for mechanical and electrical equipment. 3. Chamfer all corners on exposed concrete walls. 4. All work shall conform with applicable codes and regulations. 5. See mechanical shop drawings for location and size of roof openings ' for mechanical equipment. Ventilation per the 1985 Uniform. Building Code. 6. Chemical fire extinguishers N.I.C. (Not In Contract). 7. All stud walls and partitions, including furred spaces, shall be fire stopped per code. • 8 General Contractor shall furnish and install approved protective pipe guards around PA. valves, Fire Department connections, electrical _ transformers and gas meters. 9. All doors, including exits, shall be marked per OSHA standards. 10. Exit door hardware shall conform to U.B.C. Section 3303(C). Complete fire•alarms., hose stations, sprinklers and extinguisher shall be subrpitt'ed•pet separate permit and appPova,l of"Washington Survey ur and .Rating Beau, Factory Mutual, Kempee4nsurance Co. Inlen ldt (312)559 -3943 to "b6 contacted prior to bidding), and toI� governing =Fire Department. jive lanes, hydrant locati.dj protect t a devices SfiaTl be' subrni teed concurrently for required approvals. - 11. LEGAL D SCRIPTION Lot 6 together with the north 197.07 feet of Lot 7 of the Plat of Southcenter. South Industrial Park as recordod in volurnr ^ 7 of Plats, pages 22, 23, • 24 an'5 25, records of King County, Washington. Shoat'.: in the County of King, State of Washington. .LEGAL DESCRIPTION GENE 12. Mechanical and e'= ctrical systems; inciG exterior surface - grade - improvements shalt be subMftted' for Sparat permit. SITE - CITY OF SEC. 2 BeTN AVE S. 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INDUSTRIAL PARK TUKWILA WASHINGTON ove-e -PH+ tie:1AL +147tri4e 1 4(14 A/egi RECEIVED CITY OF TUKWILA MAY 01* 1990 PERMIT CENTER .1. 3,414,11H4 v--) ifflfertHeA e/74- .,141i1 60144 tael ok5f1Ha eoortFici s\ eiotiow e7 a I V' 6 1 14 - 1 fri'ae-0 44 -' 4/4111 14.-xliattleJS • SHUT N08 ALFRED CRC3CINQUIST ARCHITECTS ohm UNION SGIUARE BUILDING SUITE 3404 ez SEATTLE! WASHINGTON S8 • S F 905 4orliori 4.4\ -o LAYS 1 2r. (01 GO-di I WmAA • 'AINTit d •freALAINIT W w w*w .r.r A�iGIA f�'(Aii. JJ!�_� ,402444 4,M, Vaor If k •�JI -o4 r4. vol. �-� - -. (t) ' o ,II -1 I -oh PAiNITEO Z./L- PIA WM .AL. 601 W /c�iT T u.4p ' G METAL i4i .1.11-011 t' 041 (AMU/Ha. __ a. H. wet. v .\ 1 • La pao< fiff illt]"i' USED /6 ra Jl�Nb I ,UL'. 2.) r'4 iv' 0 CA I t u L A1 - I 'H w" 4 /5` 1 c w A� 411t7 MAL, 2 1 /Z 1 x2y2 "n , N014 I 1-T ' Vr • GONT . -! I GATT' o4&• *v fi 2' 0 L Val � OP; ►�r -- t i fs\ t4 A \V L t v11 44 a , -1 -0 A < ZP II, Ili '-Ia 4 al v►• is VI /1" �r:.C/ t om - i1A11 I-J 1 � Le : :tea: +: II � !1 i LL 7 Mi 1 :CR 4 71..•659 ,� p4 �� `� r of wow RED Aft 0 1 4 4 . t1'' X "11? 401•W Hat, 411144. X1°0 :.• ,1c.T 04� ' 4 jf f A PROJECT NO: pea S .- c%Ne-114L 0 1 ` I A17I J .6 war IG, . 1 GI 1-ri IV' r- lye. 0-.42 1' P6)-wKiLvu r i- Ir cT l ) TI ' I gXi s It-4 Q t 11fr I1 _15 F yltm 1 =1 1 rL7or I.Ih.1 I/4'' 1 o r. 7V IA/. GRAINGER ADDITIONS / ALTERATIONS UTHC NT S. k L TR AL PARR TUKWIL.A► 'WASHINGTON 1 SNEIT NO AaG W �J" �1 4 bslL7 / a o,6 Tgt„A * t 11 eotii •LA ifHV 1 -II JAPIT r ug Ior4 TYf' I LA #40 e4.41 fP1 (04t 1GIf 'fAL. e OUteriege.. AT aH. A17JM +1"-r® y■ 401. LIrT 7&y r. 2o0c F37LITIN A� �j 117INGf �� 1 t � AL 11 c/OT I,I I LA- or ie-vor 4142 o F, Z t . 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I i Lil ( I�Iili� �II, II�I1111111n1II�II�I1111 1IlI� 1llln _. 11 llullll�lllliln� 111inlln (llil1111n111111InI < 1 r. ♦ } J- f i+ +. �v :4` ,3�. Pl,� ,, hi!' , l , y ,r f' 7 trt,,,7,a w •'1s '!r i�'';" ✓;�v1� ''w,,,r 's'. "'..% ,.'`'�c.": y'�;r,'.',.� F .. t %!'�' ��'t s'�. rS4Y�" �`. �'.+.lii. ,3 •,� • .., , , ... . * ^..:+. ,; ._ � `' 'i '��i`•' t +,,.�i��s�.r. �� ����a ' ��t Cy"!y'�' �rr� 'Ki' n - C t`{� :'J'{�.,. ' *t y 7v r, sl3'- (.,: °r'a r r � d%hGxc wanf S� � 9k��z7� t e� Y 7yg a l �{"r�� 4 •1 �{ ;i t'' !?t. y� 1 '•�� l v J ' ��G { � .,.,�..., � ��.... ... ... ,,......�.9+,r�'k,. •+[�r 5. .6y.Pr ,. )%• CR O Err /VV. . PROJECT NO: .:y 'u..._. :r,.e ti. c= l.' Y7�wa...•..r... l'+r'VAC ova w + PLAN`REVIEW FOR COMPLIANCE WITH THE FOLLOWING ORDINANCES ONLY 0 STRUCTURAL PER UNIFORM` BUILDING COVE ONC FhCTI,RAL PER ti T Cn1'f ►i;ilc ,.' CODE ' E r' , i S E, 0 Ili`,`' > fJ STATc h'E1.',; �hTl. "r�' �' � I` r .'. 1 :� ; FREE FACILITIES u'FIJECt t� "` ,ii ;T t;'' C,;.rirkG AUTHORITY, ERRORS, Ukil.isi."iNS Ac'. DATE IN 0, •i4-' 10 !art '661 •Z�i MAHAN & DESALVO, INC. W. GRAINGER - ADDITIONS . / ALTERATIONS" SOUTHCENTPFI S INDU STRIAL . PARK' TU ILA - WASHINGTON . ALFRED CROONCIL IIST ' ARCHITECT ONE ILJtworm 3CRUAt %E `:3U1LOI1i11C ` . SUITE :3404 SEATTLE: WA = 'HINQTDN 9810 [2C$)A82 • 690 s c y z x 7 ..,a.. r ��.., .. .: ....... ,..fr,.c.;s_:d; #J�.J�..�C..L"s .:..... .� ,. ..�. , , i. ,.. :..�.,. •r' 'J±: . 'xny•rr'v�.. ... c .�. _::tt?:•a�:,.._ ..:�.M�.'fS'. sx+.A' =' ` ,? }'k- t +':. 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"'.�,>, -aw d .•`i;�YJ�f •�Iti TIV , "�0 'r 1S�'.�1Cj /�:R +k.`', �.. `f?.'r.w bUSF FN»F- i) ' " CEJ r:'n N[; r l ni 11:11)It7It. " MFMnr l5: '1 111 1 1 c- r - _ Mr PII_ r ntftll?r= r ?.,iIr11_I. ,)F: Tt;r?M1Nf= TiiF: '1- ffnD - -. DEFLECTION PERFORMANCE." 11IF ; 5'i' • .r Rllt;1 l li ?nl : MFi MNt =:R`•; ' T F., r' � - 11=1) .�IIS1..,L, rt1: J IWN1 - J$ Al 1(1 ir11E''SEC1 II:)P3 USED ,r1 11tt r FINAL SYSTEM DESIGN. ALL CtUTritiTS, 51.,0`rS. E,rC n5 `r'XIST `!N •rrir SYSTEM CO MPONENT sUn1 ri ... .L F l NL:LI.I1N :I) r N . 1 I rt ; EC:1 1 t1NS IVnl_UA•1 E 1). 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'CAPACTTY Or 2600 PSF AT' THE INTERIOR ISrlLAl i•'Ll TOO 1NG: AND 2OTIO Pfir' A; T'Ht t?X'!"f R1OR FO()TTT4(S, THE SITE SHALL BE PREPARED PER t ('TI F-•rf,;,,,w.i R t;(:Cig4Mt:tift,",7'TONE..;. r ALL F'(:OTINCS AND SLABS. ` HALL )EAR ON f'RQ'CRU,Y PREPARED t AI') VC SOILS; OR ON COMPACTED t) ' 1'1511► 'fLY, At ,F 1 t 1. t ^r'f,:. s£: I i.;.1" t''PORT . ALL S1 t;UC'flIRAt !" I I_: AND L3ACKFI LL ' fO $F cOMPA(:TEO PER SOILS. 1: NG1NE. ER KL:„C,oMK -MDA"r :Otis . 1•11E M# IMUM DENS I t'Y SHALL 11F DETEntoit ct) BY ASTM 0 16, 7 ; ' ALL. . l',OOT MSS `TO , ` PE .0' R • ,- 1 1 , . r ,- ,.r.. Z {: ►. :3().T t c, "1° ) F LAB ON GRAVEL '1. )CRLAYMF T: T. Trrer ,.. r , , , f . ' r, 30ri!O ,pT.1 1 FOR ''JL"At?;,, ON GRADE, ADE•. , F(,o1 IN( AND ALL U11 :1`t; )`. ULTIMATE f IMATE STRENGTH DESIGN 'METHOD` 1JSEf3., MXX1N( AND T'Ir:AC'.iNG Or A'( .` cc g0-1E ( ::.'At,r r.1:•'LECTI!*i Oi' MATERIAL'? .HAL 1. LSE IN ACCOR0AMCf: WITH THE UOC AND ACI ,�:4'1i',tV 318. ` prtc , ",:?,.ii p ' f-,.. 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WC u!')NI"ttACTOR AND 40E(40A'fE REINFORCING &TE.irL, ASS i'), ::,HIRt: L '' To:- r' FPW7..s'O `:.': ms.:41{ ,...:; i?. ,;dr1 AND C:1*C1' TC)r•1 OF t-'r?L`+L;A: r PANE•1 ), SHALL, 13E PRQVIDED By THE (:t }P!` ?f *AC)9( tl,: STR'A'lc '3,`:(V , AF, :t:".i IJ'<f` ±Ef; AT EXGi,S",1`!t PANEL Oi'ENiNGS, C'ONT(itl()U.''> GROUT BETWEEN PANELS Ak'i('i F.S)Q'tIi'�!r?1 :;it. >l.(_ r3E A NON LHI "T'*'. t'YE'E GROUT ,' C()�i( F2ir.INS=ORciNG ;"y�':�`r 7,,H�ZIi, r'1E .:rF�'.;.i\- it.",) PER rr., :r M A515, GRADE 8( (f 000 t;.i5r) 1,�'P ettMt�F'}�lUUt1'ri It'.,?NtAt)R(;1h BAITS 3(! f AP't DIAMI'r1'' ",• 1' f MINIMUM UNr, SS NOII.:�i1.,''."HLFWISC. COfSltit'�l"I B . I";•t3cND) iuLt. - . 'qT PROVIDE •F'OR. AL1:, rl0 " ?1 'C *H1 :.i t:t INFC3)'4Mi..:N t)t-1 :.7r.L. 11 Ar;COROANC;T WITH. 'A MANUAL OF. T •i':':+`:1'i : {:1:: 'OF I)L AI.t•1,S ;:t :tif ); :;i:i� t'.(. ?,' "r'l ; T .Rt.:t.: :i`i,ll �..., . rv'' .CftF' AE3RIC t= :y(WWF) T() COO FORtf 'WITH. .,(.41'# ^� IFdlt l'i .) 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In PRo fE;i7, ALL '+1ft�,!, ' IN( +_1A1, [ is; P8. cu! r`. =Y r ," 'tt4" r w.' . i,l >t•_ ONLY r'1' I LOW HYDROGEN E90XX Et _EC 1 POPES (,\WS (PJI6Nk1 ,TOW • '1 t:;)? • A _ r, 1 IV Wi :' -01 : :'' 'Z( 1 '; "+:);'(,'; t+(i f S ' () ,'tF: DEW 4 ...NI STIAIA. CONFORM WITH ACC STANDARD r)ARD E3ENDS AND NO F!l c +fi)i; :-('• Ear: tin'r t,,,,..' '.,;: ' r .)., "r ,I F;_. ,t: . A L;, R1'� PECFIUN f�ru unc 306 4 ?4. f , WEL.OiEe s TO CE W A ,O CiRTIP•IeD AL , ,r'`: i *.t: TN 'AC(:; 1: 0AN c W1 1''4 '" r !• r' <' P r ti ' ;' OR `i E DT i C11 , FAF,3RTCATION ANE) •E t ;J r +_7ti OF $'T'Rt) '.;'r .` 1. ;01'; i�tjl ±. +) T NGS". ANC t', %L C(,'t t, ,It'.. r:?".�N('ARr) ;r ACTI ('F" . STRUCTURAL STEEL SHAT t:()Nfi()RM . �.2 THT '';.i ! +i't"'Tt {:r : :; r'ANi P0 :.: � ►��,1 s;T-cr A',1 A-36 ( y-'76,,000 PSI) Y'' - lrt'tr. t i.i:.'iMid4: �,STS�1 A f "��� : !')f , T�1t is 4.{ � :` y- �S , 00() r) . wi: ia'I rF'AD ' t o ;Trr , , r, (:� -ah , uc(� PSI) Mnca "? r, tir ter'; 't , f'hU'./ tf'I'' 1.' :4J3i ; t :: 0.01i'lilt;h(i I'ti.; ' :tat F t}R , -c't:; `a P +� R UP'� T API.% 26G ror CCT�.;;RE'rc , APPROVED EXPANSION AN( ,HORS ,: F ..:.. , . , e, ( C N >rA'� ( (1' t.�_t ,'> >f'ii.'i4) ;?�" ANC!'''::, st;r. 7 4., �'1 .:,~`•, , . , : - t.r.. t ^. )Ptt= r.)F.� WITH .[Ctli. A"�f •'T�XC?�'/AL. i "(7t2 iXr'ANSIU� AN„t7i 5 060. ;S' t. i £:'i"+NL`a 'ft :'C'J '„'`w. •'r';': A.'4 i E, I 2 "Ct - Fr, }.Y Wrtt!I:4fl IN ;3U1t ?.iNG t ONSTRUCTI()r'!' WELDS -NOT S Pk:CZFIFO r:.,',' tit'. 1/4': (.'.4;,r4T 1t)ut,l.J`. t`? . Lr: T N,0-..IIM,it4. 10 1_ ), F.2 fl F3v (,f_:f'Trr :j [0 WLL.L t:RSS. U':C FRESH 7OXX FL ECTRODES. • i t. ti ;_raf l::'.t r :s CA11 (,NZ: I i TE:N ::i TO :.T 'ter" - .`' . ;1 ED t tr t �1 ,1, Fit ?1��;_.�f..F ! , , ,.. T .. M7 < ;( F:i I_ ' 5i EFL. ,,HAl L CeflF(+�";ki 10 f,.:; t4 A -" 30 k f ,, 36 , Crt:,O) . WCtJ)S NUT SPECIFIED SHALL `BE 1'/4 CONTINUOUS y (' 1 1. t. t f MINIMUM. AEI" W LDS 1•`) di: fY WAf O (.1 '- T 1" F .1 is f3 WELDERS. USE FRESH C70 E LECTRODES. MISCELLANEOUS S r• C /APr''POv it E''•+tUAt , ALL i Ar GF:R 'H()LT::�i' ARE TO BE NAILED °E:R t4ANUFACT ir:::14{:I, ?1..: :, • r.iTtt.i::J TU =, t'£c Tf;,) • : "�':_'r n�"'1C` '9,,.i', fi'tllM i. " ?;i t D MENT' FOR ANCHOR eOu rW PER U3C T L.t .6 - - CC. 1 l�JI +tC:r Y ', I T B J� tr . r ,., r TT - v t Il :r'; b ,., r , : -, ( . ; . V i .. r . y b :r . . t .-N .� OR, WETS .:MA BE USED NI)E' AO UF'; r f ?A t�� , :l 1 .; ti'T, , 2 r {, i:.)1: :i , . ,. £ � r r ::. tl V1 E I T 76 fiNGT•# MAY 0E. .. T I , t •SC'l1Gf� r.C.)t f s. TN ;,1'A,1, L./,.i {:•)i•{ ' ?•;' i':.'t\t'(;., , j ; T H {'`.',r,' APPROVAL OF CONCRETE ANCHORS USEII. F4ACHINE F301 TS 1'U' i3E . f, ;or'' i t RI •Gf;A0f ,, •. ( t='►'T 1 :+'l PSI) ' IM A .:',co 0ANC WITH ,ASTM C--90 ALL •O t'Fr a •.r) � ,; +; i .`;. R:: I., A7 B DA . t3ROU ) TC ltd r�, r rE, a t•' t t'+r rhi.:ft i'�,ii sI;11' ' �t; 't'YF E S t fm�• 11?lU0 PS :,l)L E }) a'i'r ( ::r1t.' r'T ('.its I 11 t H : N(I r ''''' t +f (l. (I .I', • i s r E:.T. :t1 t..�' '• 5 h1(:1 T •,? EXCEF0 4 . ..C," CGROUT ;.EE TRENGT OHALII. 13E 2000 AT. 2F) 'MJt "it'l. , t Y O. :5 1661 tirT;#i E•r t' =r >f? L N�PE(;T'C:L?: �;CiT!11;:'4'R�.ICTICN+i, " „�EINf't?tZC.ING ,'6TEfL rl tl.; f?t: t) ►;r'(',; !xr.t:� �'3,'.i�'; ri':;Ti� �," t'i C1i:�`tr) GO f.fy ::ij,poo 1 ?till. ;;P1 (C;r S SiiAI.L `DE 40 1)XAt�lETEH.S Mx�fIMl1M 'T . 1 N t'''f31r[tt3ED IN 1!tA-SC►N AT E I0 BE >NSTA LSD BY Tat !.thi► :)., � ri •t �f,l .rr ..,•.. h •s. / .,. ( ► t:t %(;h i Jtil' t ' i : • :-t,G;'r)f• t I.t }. 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PRO t='o c 12" OUTFLOW - 12" se 15 e.g.' PF20P0$Eb 8.r INFLOW i� � p1p1✓ 0.5' 12" Lei Ie..7 IZIM= 25.st 0.5' MIA1 QVt'LZ O 1 u.1V. = 2I•c ti � 2' Rum. Z' MIN. PROFILE VIEW I.E.s 18.?! r�r-- NOTES: 1. SIDE: FILL MATERIAL SHALL BE LEAK,) GROUT TO BOTTOM OF PAVEMtN'T AO IU5VABLI 14001c. SHEAR GATE SHALL BE A. SHEAR GATE, CAST IRON BODY AND GATE, OLYMPIC FDY. STD. OR EQUAL OR D. SHEAR GATE ALUMINUM OR CAST IRON, DRAINAGE SPECIALTIES (SAVANNAH, GA) STD. OR EQUAL. 2. GATE SHALL BE 8" DIAM, UNLESS OTHERWISE SPECIFIED. 3. GATE SHALL BE JOINED TO TEE SECTION BY BOLTING (THROUGH FLANGE), WELDING, OR OTHER SECURE MEANS. 4. LIFT ROD: AS SPECIFIED BY MFR. WITH HANDLE EXTENDING TO WITHIN ONE FOOT OF COVER AND ADJUSTABLE HOOK LOCK FASTENED TO FRAME OR UPPER HANDHOLD. TOP E L.E VAT ION PER PLANS COMPACTE.O DEPT&. SLJOEIASE 'MATER,IAL DETAIL A FOR DRIVEWAY & TRUCK TURNING AREAS FROP -T SHEAR GATE DETAIL N.T.S. O • . Y o . 0 0•(7 6 40 INCHES SECTION A-A N.T.S. 3" MIN. CoMPACTE0 OEPTH CLASS "8" ASPHALT CQNCRET E. 2,' MIN. COMPACTED, DEPTH CRUSHED SURFACING TOP CouR5E 4" MIN. COMPACTED DEPTH CRU5HEC) SUbZFACJNG 6 E COtsFZg PAVEMENT SECTIONS N.T.S. FLANGED END 411 • , PROPOSED PAVEMENT SEE DETAIL. THIS BHT. DETAIL B FOR CAR PARKING AREAS SPIGOT END SLOTTED ORAN t2 "' PIPE, Viz' GRATE HE GHT. INSTALL PER MAWU FAC'TUIZE'S REQUIREMENTS. REFER •1.O WS®o - r STD. PLAN e - isc FOR `TRENCH CONSTRUCTION. - ?• M1►v COMPACTED DEPTH CLA55 `5" ASPHALT CONCRETE I%Z MIN. COMPACTED DEPTH CRU5I4 P 5uRFACING lop COURSE 2 1 /2." MIN. CoMPAC'TEO DePTH GR,u5HE.p suRFACJNG BASE CouRRE 8" MIN. CoMPAC -ED O PTI°j SLa BJiA$E MATERIAL. CONSTRUCTION NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "1988 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" PREPARED BY W.S.D.O.T., AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF TUKWILA DEPARTMENT OF PUBLIC WORKS. 2. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF TUKWILA DEPARTMENT OF PUBLIC WORKS. . 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST DE HELD BETWEEN THE CITY OF TUKWILA, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 5. TT SHALL BE THE APPLICANT'S /CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS, NECESSARY BEFORE INITIATING OFF -SITE WORK WTTHIN THE ROAD RIGHTS -OF -WAY. 6. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY. 7. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY. WSDOT 2 -06.3. 8. ALL SEDIMENTATION EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 9 • ALL ROPERATION T TION /DE TO NTI ON FACTLT T BE INSTALLED AND IN R TN C N T US N WITH ALL CONSTRUCTION ACTTVTTY UNLESS OTHERW P ED FY THE DEPARTMENT OF PUBLIC Wt7 SAFEGUARDS, SAFETY DEVICES, PROTECTIVE PROVIDING ADEQUATE 10. THE CONTRACTOR SHALL BE RESPONSIBLE E EQUIPMENT, F ADEQUATE AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY TN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT -OF -WAY, THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC 'AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1 -07.23 TRAFFIC CONTROL, SHALL APPLY. 11. ALL PIPE AND APPURTENANCES SHALL BE ,LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH ;MOT 7- 02.3(1). THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE FOUNDATION TOP OF THE MATERIAL, TO A UNIFORM GRADE SOTHAT�THE ENTIRE REQUIRED BEDDING, PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. 12. STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT *1 OR BETTER INSIDE AND OUTSIDE. 13. ROCK FOR EROSION PROTECTION O ADWAY DITCHES, WHERE REQUIRED, MUST BE OF SOUND QU R , PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE FO SPECIFICATIONS: 4 "- 8 "/40%- 70% PASSING; 2 "--4" ROCK 1 PASSING, ;AND 2" ROCK /10 %-20% PASSING. 14. ALL LOCATIONS OF EXISTING UTILITIES'' SHOWN HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF THE UTILITY LOCATIONS' SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTTLITTES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THIS PLAN. UTILITY LOCATIONS WITHIN PUBLIC RIGHT -OF -WAY SHALL BE VERIFIED BY CALLING 1 -A00 -424 -•5555 PRIOR TO CONSTRUCTION. 15. IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR FEET OR MORE IN DEPTH' THAT DOES NOT MEET THE OPEN' PIT REQUIREMENTS OF SECTION 2-09.3(3)B TT SHALL - BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AND THE CITY ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW:' 16. UNLESS SHOWN OTHERWISE, STORM DRAIN PIPE SHALL: A. PLAIN CONCRETE OR REINFORCED CONCRETE PER SECTIONS 9- 05.7 (1) AND 9 RESPECTIVELY, ; WITH RUBBER GASKETS PER SECTION 9-05.7(3). l� . STEEL SPIRAL RIB STORM SEWER PIPE PER SECTION 9- 05,9. C. 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Y r •r:v. . 9 e S• C }:Aw � V.w,w' - ......- • ..�.....4' ,)..�..��.' .�'vrf! 1q 1..w1..Y'. "� .s lf/•,, f �\ N i4'v • ogife l koser. re-0/1,144. • 1 X • 2 00 i i'r -yvio oY O Cep 714:r.-4.4c A!.41 ' x g(-2/ ,1/4 ///'Z - r. TH: x/ ; 646A P4/0,C /O �a� W4%Grl f /�v�j . h'oG,, peer/ 0 /\/ S. t;:4;,, PRECAST._ PANEL MOTES 1. SEE PANEL ELEVATIONS FOR PRECAST PANEL THICKNESS 2. TYPICAL TRIM BARS- .2h. rYM3 `. ✓ � p r pA1 a /XJ Paralt c /ti c:=? / x c• X I/4 -r.5. --- 2 115 VERTICAL AT EACH EDGE OF PANEL AND EAU' SII E OF OPENING ,(UrNr0. ). 1 -- 07 IIORIZQNTAL. AT CENTERLINE AT' TOP AND BOTTOM OF OPENING (U:N:0 ). 2 05 IIORI ZONTAL ONE EACH FACE AT TOP AND BOTTOM OF PANEL. 3. PANEL ELEVATIONS SHOW INSIDE CONTRACTOR TO VERIFY ALL DI` �. C CE., FORMING PANELS. S. PROVIDE ADDITIONAL_ HORIZONTAL REINFORCING PER PANEL ELEVATIONS AT OPENINGS WITii HORIZONTAL TRIM BARS EXTENDING 2' BEYOND EDGE OF OPENINGS. VERTICAL_ 'PRIM BARS TO RUN PULL LENGTH. } LIFTING STRESSES' AR A. O REQUIRED ' BY THE .. r SHALL PANEL E CONTRACTOR. ` WIrU PROVIDE REINFORCING FOR 1IAt I)I:INQ AND'. ERFeTI'0t1: USE SIRONGBACKS AS;REWUIRFI) AT EXCESSIVE PANEL OPENINGS. IIITEC'f URAI_ DRAWINGS.' - r.. - � � INDICATED ON .. AIIC � 1 7. PROVIDE 1/2 ' CHAMFER AY ALL EXPOSED CORNERS UNLESS OTHERWISE I 13 PROVIDE 3/4 NON-SHRINK GROUT BETWEEN BOTTOM OF PRECAST PANELS AND TOPS OF FOOTINGS. GROUT 10 BE CONTINUOUS AND` WITHOUT T`HOUT VOIDS . ., 1 Or REVEAL STRIPS TO BE 1" /2• SEE ARCHITECTURAL DRAWINGS FOR _ 1lliEt'TURAL UftAW 9. MAXIMUM DEPTH Y LO CAT I ' ON . VE ,ALLF PA WITH ARCHITECTURAL DUAWIN(I ►. EET 3 1 . PROVIDE 1/2 CLEARANCE BETWEEN PRECA Si ELEMENTS UNLESS NOTED RWISE.' (� 1 /e ' 12. SHOP DRILL - AIR . RELEASE HOLES IN EMUEUMENTS AT 5", 0/c REQUIRED IN ORDER TO DISPLACE ANY VOIDS IN CONCRETE. 14. WEN D STEEL IS I M UM f)� ON CR'. FACE, COVER AT ALL CONNECTIONS*,'EXPOSCU TO EARTI3r 13. PROVIDE 3' ,MINI CONCRETE t CE, MAINTAIN 1 CLEAR TO EXTERIOR FACE OF THE CAE •STEEL. ;IS ',TO ©E . CCN: T6EI) IN TIIESTR FACE. 15. VERTICAL-STEEL STRUCTURAL .P/iNEL AND 3/4" GLEAtt' TO INTERIOR. . r t1CTUl?AL, PANEL AND ltORXZONTAl. STEEL IS 10 BE PLACED INSIDE VERTICAL STEEL. !` 4.0h X4- -'x!4X Lfffi .52v/, j a2F G/11-1;/,' CITY OF TUKWILA APPROVED NO A 9 1990 / e ` ' NioW �; Ga x 1 X / l .-a W '. , RECEIVED CITY OF TUKWILA OCT 2 3.1990 PERMIT CENTER { I111111111111111111111111111I11111111111I1 1' IIIII1f IIIIIIIf IIIIIIIIII IIIIII`IIIIIIIIIIIII(IIII ;II i!IIIIIIIIIIIIIi'I: 1111111111111111 2 3 4 5 E 7 8 NOTE: If the Microfilmed document is leas clear than this notice, it is due to the quality of the original document. 0 $0T1$9INCI 9c 6Z 8 L3 9Z SZ t' CZ ZZ t)IIIII!1IIltILIIIIIItII!1! IIiIIhilIIIiII III! iIIIII 0II!!lIA!!iliA1!IIIII IZ oz 61 e! hi 91 SI h! £I ZI I! 0 6 8 G 9 S a £ Z l ww (� II III�II! itl ���11II�IIIIIIIII�III {IIIIIII! lll!lillii! MILLI !iIIIIIIIIIIItiiit IIIJ ii IIIlllilil �IIIIIII! IIIIIIIIiII�I !III!II! III! fIIIIIIIIIi! I�IIIl lilli�llll :a.:Pi .f;K..-[,.. :,P .�:.v''7,1': . -7_... y.. '.1: .:✓: �:'> i. -�s:lF a.l a.r rrllSYi:trrr i�v.. -- v-�s /. c..:i . >...7r r!"i,.. �J '��,.l,.s',.�. ._.r- n.q:..._ y), J ���( � y . �� va.. .,......._,... ... - ,.r... . - c `ri!e . 7 ! YJc I 1 I 1 l 1 I 'l 9 1 10 11 WE " mum 12 REVISIONS: 14 .10 /o-a-.90 DATE: 12)1,e10 Wm Wm PRA' NG ER ADDITIONS I ALTERATIONS BOUTHCENTPR _ D ST IAL PAR TUK ILA rHU T ARCHITECTS Burrs 340 (20.-;315182..261130 NOV i 19i ON PLAN A AS el • • w 4 ,. He0? IMM ,.Aa..MI...,. : 11E4 E,•4 ' ''.'. � /z . .E4.. V. + T c' :: t o)y,ir. ......70 n /2 e� ten•• - j• I E • [,S!r,�S: K S ^: -w -R :., •,, ka ;t�+�` :: <N ?�i. <, ; ..os.� xrt , ::;,.�;i+�ir ..'Hs:rr y lr•F;x;^ "; !:, r ;- ':'rA'!+ :. �' f'± ... C ., r " . r. - .. %1 M _ ..,��: v ._� :_ .,.za . . , / S O u TH Z.LEVAT /G, ( REP) • • SUSPENDED C E I L I N G S .` - 7 1 17 11 37 1 1TITTairEEREMT - RFS . Ti" 'i'rir M('iNurAt: suALt_ »ETEtt'tiJNF THE LOAD- DEFLECTION PFRFURMANOE. 1 t1F_ ± 'rntN:J".t.,RAt. MEMBERS TESTED D ts"i tltl_t._ Inc IDENTICAL Ttl Ti tE t:ECT I ONC USED' IN Tilt: FINAL SYSTEM DESIGN. - ALL CUTOUTS. SLOTS. E TC.. AS . FX I ST IN 1'1-IF SYSTEM COMPONENT . SHALL'' 1 E II9Ci_Ui)Ci3 I N 1 f It; ' 1' I t)NS EVALUATED. LGAD- DEFLF_CTION STUDIES -OF STRUCTURAL -MEMBERS MALL UTILIZE SECT I IJNS' FA1M I GATED I N ' ACCURi)ANLE Whit Tt1E SYSTEM MANUFACTURERS' PUBLISHED) METAf_. TFIICI(NESSES AN DiMENq IONS. HINIt4I->ti PRSIGN LOADS: LATERAL FORCES:- SUCU CEILING . SYSTEMS ANT) DTHE I R CONNECTIONS TO RU I LI)1 NG S RUC 7 LIRE SHALL RE' `rF_S I r,NE» AND CONSTRUCTED •TU REt3 I ,3 i A I-A rERAL FORCE 3pFt: t 1 :.I F D AN CHAPTER 2S OF THE UPI I FURM T I''U I LD I tw, CODE. w t N')UW wAI T1,Fr. Fri t.. 133+7 SENT t+' •' it; t 1 - i•Y i ,::, •;.r. ••3 � ST (t t h!(; ...11 IA 1' 1 I IE F;FHltlr' r. R111d t NI; t3 (1hIt) CAI _La 1 + . r>' Nt.. Lh .• NOR y l +•1rt1 I. 5. I rr!� : V Y. F D I:Ir�I , r•'tlt� . 1'1. ti: al Y NI)+.)f+1 TRIM FIRE. t ) N :I''PI I I � ( I ::141' r.s` ANT) IMF:- r_:f.IP A i' 7 rii t= bl ). `I t + 1 t)(1Ei IC SI MPSON CONNECTORS: ALL S IMPSOON',' CONNECTr1RS (i m. STRAPS, ,HANGERS, SEISMIC TIES) ARE TO RE INSTALLED) PER THE MANUFACTURER'S No RECOMMENDED INSTALLATION PROCEDURES. t1AtW 9)I ?Y I PISS } t C r TON: I tt!3pr.c: r MASONRY PER Ui1C 306. i a) 7. STRUCTURAL MASONRY. . _.. EC. '✓ 4 ;iv o r. c 0 41h 9 it 7• • It , AIENEBALA THE FOLLOWINR NOTES APPLY UNLESS NOTED OTi4ERWISE • CODE: UNIFORM BUILDING CODE - -- 1980 EDITION -- ASTM'S LATEST EDITION ROOF 25 PSF SLAB 300 PSF WIND g0 MPH, EXPOSURE: $ SEISM/C ZONE V = ZIC W /RW = O.3X1 . X2. 75 W/6 = 0.1375W . . NDAj1Q11 HE FOUNDATION WAS DESIGNED ,WITH AN ALLOWABLE SOIL BEARING CAPACITY OF 2100 PSF. CAPACITY OF 2600 PSF AT THE INTERIOR ISOLATED FOOTINGS AND 2000 PSF AT THE EYTCRIOR FOOTtNQS. THE SITE SHALL BE PREPARED PER SOILS ENGINEER RECOMMENDATIONS. ALL FOOTINGS AND SLABS SHALL BEAR ON PROPERLY PREPARED NATIVE SOILS OR ON COMPACTED STRUCTURAL FILL., SEE: SOILS REPORT. ALL STRUCT1..41AL FILL AND BACKFILL TO BE COMPACTED) PER SOILS ENGINEER RECOMMENDATIONS. THE MAXIMUM DENSITY SHALL €3F DETERMINED BY ASTM 0 1557. ALL FOOTINGS TO BE .l • T . # l.96a =c� DATED G1 5' GRAVE UNDE RI.AYMf E1T . C' .i ) , Ty'. G F - ;, 5 LAB ON Dear; F'c 3600 poi FOR SLABS ON GRADE, FOOTINGS AND ALL OTHERS. ULTIMATE STRENGTH DESIGN METHOD USED. MIXING AND PLACING or ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE UBC AND ACI CODE 318. PROPORTIONING OF AGGREGATE - fc0 C E riSNT SHALL BE SUCH AS TO PRODUCE A DENSE WOE`'VA3Lt" MIX WHICH CAN BE PLACED WITNO!)T OF:EsREOATIOit OR EXCESS FREE SURI=ACE. WATER. FOR ADMIXTURES, SEE SPECIFICATIONS. S /4" CHAME FR tkE_L EXPOSED EDGIS, UNLESS INDICTED OTHERWISE E OF4 .ARCUITECTURAi.. E RPENING3. WATER CURING SHALL BE Lt'3Era. ATft ENTRAIN ALL CONCRETE EXPOSED FO WEATHER WITH 3% TO 8% AIR BY VOLUME. PRECAST PANEL. LIFTING STRI:3SLS ARE TO BE CHECKED FY I CONTRACTOR AND ADEQUATE REINFORCING STEEL, AS REQUIRED PY fl4E CONTRACTOR'S ME•flt+:li) OF HANC.L_3 NG AND ERECTION OF PRECAST PANELS, SHAIL BE PROVIDED BY THE CONTRACIOR. USE STRONG BACKS AS REQUIRED AT EXCESSIVE PANEL OPENINGS. CONTINUOUS GROUT BETWEEN PANELS AND FOOTING SHALL BE A NON-SHRINK TYPE GROUT. ' 1.1.1.,1. Kl - f v )u r ! 3-_MT r.[ ?v. ALL CONCRETE REINFORCING STEEL_ ;SHALL BE DEF=OG' M D PER ASTM A615, GRADE 60 (1.'y -6O, O00 psi) LAP CONTINUOUS REINFORCING BARS 30 EAR DIAMETERS, 1' -T' MINIMUM UNLESS NOTED OTHERWISE. cORNLR BARS (1' -.7" BEND) WILL RE PROVIDED FOR ALL HERIZONTAL REINFOREEMENT. DETAIL L C.'1. EEI. /N ACCORDANCE WITH "ACI MANUAL OF STANDARD PRACTICE OF DETAIL /NS R4 IWF OiiCED CONCRETE STRUCTURES ES" . WELDED WIRE FABRIC ,(WWF) TO CONFORM WITH ASTM A165, REINFORCING HOGS?:,';, TO (:('imrLy WITH `:l ACI COVER 1.0 ?MAIN REINFORCEMENT TO 0E' BOTFOH OF FOGY; 3; :4Gs t INCHES FORMED 3URF'AE IS.. ►i ATHER & EAR OJ, I'ACFF 1-1/2 INCHES .. i; TEFL tOF? i c:E .... , ... • 3/4 INCHES Q.L. I .f ' c T ti _aLE LEKLLU EREI ALL. WEI.. GEE) REINFORCING STEEL TO BE AST AG15 . GRADE 60 (fyA6O, 000 psi) AND WELOt!D PER "ANSI /AWS 01.4 -79 STRUCTURAL WELDING CODE -- REINFORCING STEEL." PIECES 10 BE WELDED SHALL BE PREHEATED IN SUCH A MANNER " +HAT THE CROSS SECTION OF THE BAR OR PIECE. SHALL BF A OR ABOVE 500 DEGREES FAHRENHEIT. AFTER WELDING IS COMPLETE°, :BARS `,HALL '3E: ALLOWED TO AiR COOL, TO AMti') TEMPERATURE. QUENCHING IS PROI11BITt:0. ALL WELDING SHAT L RE Pv CEI + i': TEL) WELDERS. USE ONLY FRESH LOW HYDROGEN E9OXX ELECTRODES (i \WS DE : I(NA T ION A5.1 GE'' A5.5). IF REIM ORCING IS 10 SE BENT, BENDS SHALL CONFORM WITH ACI STANDARD BENDS AND NO ABENDS SHOtJJ ti+;, W i i. f�+ -b(E.,. i-.-�.,,..- ' )-L� EIC:iA NSPECTION PER U'3C 306(A14. vEL.DEQ S TO QE. v4k ,O C.E.ETIP f* D AL .t WORK IN ACCORDANCE-: WITH "ATSC SPECIFICATION FOR TNF DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", AND INE "CODE Or .: TANDARfs PRACTICE". STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING S i ANL)ARDS : STRUCTURAL_ STEEL AIM A6 ' Tt113L COLUMNS rf , � � _ (r_Y- =36, O00 PSI) ASTM A- 5 O, (lf ADc_ B (Fy=46,000 PSI) ) WELDHEAD SrUC)S ASTM A•- 1: D8 (Fy=46,000 PSI) MACHINE BOLTS ASTM A --20 PROVIDE MINIMUM EMBEDMENT F +ii'? ANCHOR BOLTS PER UBC TABLE 26G FOR CONCRETE. APPROVED EXPANSION ANCHORS MAY BE USED INSTEAD or ANt:;I'C:!( BOLTS IN CONCRETE. CON OF'tM WITH ICBO APPROVAL FOR EXPANSION ANCHORS USED. ALL WELDING TO CONFORM '' r A4E D1 . 1 "CODE FOR WELDING IN BUILDING CONSTRUCTION". WELDS NOT SPECIFIED SHALL 1:11.= t/4" CONTI:NUO!.1C FILLET MINIMUM. ALL WELDS BY CERTIFIED WELDERS. USE FRESH 70XX ELECTRODES. SEE SPECIFICATIONS FOR ITEMS TO BE GALVANIZED. LAIjh;'.LU .$T EEL. MISCELLANEOUS STEEL SHALL CONFORM 10 ASIN A-36 (E R E 35 , OOO) . WELDS NOT SPECIFIED SHALL BE 1/4" CONTINUOUS E°1L.LET MIN/MUM. ALL WELDS TO BE BY WrtBO CF_RTIFILD WELDERS USE. FRESH E70 ELECTRODES. MISCELLANEOUS HANGERS TO 1.3E SIN,. SON OR ICBC APPROVED EQUAL ALL CANG2R HOLES ARE TO BE NAILED PER MANUFACTURER'S NAIL SCHEDULE, UNLESS INDICATED OTHEi ? -1t SE . 'PROV )t:)L MINIMUM EMBEDMENT FOR ANCHOR BOLTS PER UBC TABLE 20-0. PARAt3OLTS WITH DESIGN 3P VALUES PER ICfyN RECOMMENDATIONS EQUIVALENT TO ANCHOR BOLTS MAY BE USED INSTEAD OF ANCHOR Dot INSTALLATION TO CONFORM WITH JCDO APPROVAL OF CONCRETE ANCHORS USED. MACHINE BOLTS TO BE PER ASTM A -307. C19110_NI? Y HOLLOW CONCRETE MASONRY UNITS SHALL.. BE GRADE "N" (f'(n =1350 PSI) IN ACCORDANCE WITH ASTM C -90. ALL MASONRY TO BE ERECTED TN ACCOND,lNCr WITH UDC. MORTAR :SHALL 'r. 3E TYPE "S" (•Im =1$00 PSI AT 28 DAYS). GROUT SOLID ANY CAVITY CONTAINING D?`= ::TEFL. IN t..IF'IS NOT TO EXCEED 4' °0 ". GROUT STRENGTH SHALL BE 2000 EST AT 28 DAYS. MASONRY SI R :SEES USED IN DESIGN WERE FOR INSPECTED CCNS r "RUCTION.. REINFORCING STEEL SHALL BE DF FORMEt:ti LIARS ASTM A615, GRADE (i() (f'y -60 , 000 PSI). SPLICES SHALL BE 40 BAR DIAMETERS MINIMUM UNLESS OTHERWISE SHOWN. . A,LL (:ON.NE C TIt'')NS ANE 3OL't N SHOWN EMBEDDED IN MASONRY ARE TO BE INSTALLED BY THE MASONS DURING I CONSTRUCTION OF THE WALL OIL PIER, PROVIDE CORNER BARS TO MATCH ALL HORIZONTAL REINF+:r-(CIN' . ALL MA` /AIRY TO BE RUNNING ROOD LAY-UN. ' VE:•FiINS ALL WELDERS Ui.'+E CUf'RENT CER T 1FtCl.T ION.INSF'EC:T ALL SHOP FULL PENETRATION AND FILLET WELDS 3/8" AND LARGER. INSLSE(T Al _ L_ F T EL ' tiO::, . FULL PENETRATION TRATION WE LLDS SHALL LSE INSPECTED WITH ULTRASONIC OR RADIOGRAPHIC METHODS. IF AF "PEi,VED BY WILDING' DFE (CFAs THE NOG!- DESTRUCTIVE TESTING RATE MAY BE REDUCED 10 25% IN ACCORDANCE NITS! ERE EXCEPTION or SECTION 2/22 OF THE UBC. BASE METAL THICKER THAN 1 1/2'', WHEN SUPJECT'ED TO T1-FRo,J( ;H- 3HL'; KLtE;;S WELD SHRINKAGE STRAINS, SHALL BE ULTRASONICALLY INSPECTED FOR DISCONTINUITIES DIRECTLY c ?:-1- tII1I' r1.?; +:,F4 WELDS AFTER JOINT COMPLETION. ANY MATERIAL- DISCONTINUITIES SHALL BE ACCEPTED OR REJECTED ON i k r EANIS OF THE DEFECT R A T I N G IN ACCORDANCE WITH ` THE ( LARGE REFLECTOR) CRITERIA OP TABLE NO. 27--6 - -E OE THE RISC S sD NO. 27-S. CONTRACTOR SHALL PAY FOR REWEt. AND REINSPECTION OF ALL WELDS NO1' MEE1 SPF(;a i ; INc >PEC TNR SHALL NOTIFY THE STRUCTURAL ENGINEER OF WELDS NOT MEETING SPECIFICATIONS. ALL HICt; STRENGTH B('.S,.T r 3I' /!L_L BE TIGHTENED USING THE "TURN-OF-THE-NUT" METHOOp CALIBRATED WRENCH OP ENo3 AE°ROVED DIRECT TENSION IO:?N INDICATORS, IF CALIBRATED WRENCHES ARE USED A MINIMUM or THREE 130L OF r.AC:► -t DIAMETER MUST BE TIGHTENED AT LEAST ONCE EACH WORKING DAY IN A CALIBRATING DEVICE THAT DTRFO T LY READS 1 '3OL'T TENSION. X ? �: r � J 'C , . r t 4 ;� ^t w ..�j :'.r a4.►.P I II I IIIIIIII'II IIIIIIIIIIIIIIIIIIIIIIIIII l ' I J I I I I I I I I 1 1 1 11i 1 I I I 1 i J I + f1I1Ili1iit1 'I ;Dilij 11111i,9Iii 6 7 g . 9 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document.. Oc 6Z 8C LZ 92 82 4 72 Z CZ ZZ I? 0? 61 6t 41 9l St ht Et Zt tl 01, 5 8 4 9 5 ti C z t vow O �L 111 , 11111 11091 1111 1:!l1II I II III! l , 11kh! !i!f!!I!IiIIi(I!!!!!!I!lIIII!!i 1111IIIII! llllitllillii11111111 !!IIlllliul1 1111lllllli ! , ct , I I i JI IIII •Ifili�llll�IfII 1111 Ii 1 IIIiirfllllll�1111►+ I! IIIflli •flltlll11111111111111lIiIIIII . .... ..: .. _,. .. � .,.. kr,, .. .. - .., .., fr. �... ._ ,... .., .. , .,_,.. ... .. � ... r�S"s.:.H, -air� " -ar .r: _�.�.....;. >� ... -.nc ...: .,..... .. r• 'III IIIII IIIilfllllllll 'Iilllll�llll {II�IIII 10 11 ►tam 12 --N 2X4( S 4O) ROOF STIFF iNr:RS............... , ..D. F. 41 (Fb=2050 PSI REP.) 2)(C(S45) , . , . ROOF STIFrt.tvr D F 1t2 (Ft> =145) PSI REP.) QX PL HIES, BtOCR)Ns :.EDGERS L) F . 42 LUMBER NOT NOTf.-:f) TO BE l3 F t2 ALL_ LUMBER SHALL CONFORM f0 "WWPA GRADING RULES FOR WESTERN 1. t* I3ER - -- LATEST EDITION" AND EACH PIECE SHALL BEAR A VALID GRADE STAMP TWO ' IS NOT TO BE REMOVED FROM THE STRUCTURAL MEMBER. BOLT HEADS AND NUTS BEARING AGAINST WOOF} SHAY.- SE PROVIDED WITH STANDARD CUT' WASHERS. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE J TREATE C. ALL NAILS TO BE COMMON NAILS, UNLESS INDICATED OTHERWISE. NO SUBSTITUTION OF OTHER SPECIES FOR DOUGLAS FIR ALLOWED. 91..11: _ .1. A'1:, D _.' 525?LBEL1 r GLt•E- 1-AMXNATEO WOOD SLAMS, COAST REGION DOUGLAS FIR CONFOPMING WITH ANSI /AITC A190.1 "AMERICAN NATIONAL STANDARD FOR WOOD PRODUCTS-STRUCTURAL SLUED LAMINATED TIMBER" AND AITC 117-85 DESIGN AND MANUFACTURING. USE COMBINATION 24F-v4 (DF/DF) FbE 2400 PSI FOR , SIMPLE 'SPAN BEAMS AND COMBINATION 24F-V8 (OF/OF).' • Ft1 =24OO PST FOR CANTILEVERED BEAMS. BOTTOM LAM TO BE FREE OF UNSOUND KNOTS LARGER THAN 1/2" DIAMETER. MATERIAL MUST DE OBTAINED FROM AN AFPROV[P SABRICATOR. ALL GLU -LAM BEAMS SHALL FIT SNUG AND TIGHT IN THEIR CONNECTIONS AND DEVELOP ;-DLL BEARING AS INDICATED. PROVIDE AITC STAMP ON EACH MEMBER AND -SUBMIT AITC CITY OF TUKWILA APPROVED CERTIFICATE. ADHESIVE TO BE "WET USE". INDUSTRIAL APPEARANCE GRADE. ELl_WOOD ALL PLYWOOD 7•(F COi'df"ORM WITH U.S. PRODUCT STANDARD PS 1 -83 AND AMERICAN PLYWOOD ASSOCIATION (APA) . TYPICAL ROOF SHL ATH'vNG 1/2" CDX 32/16 (5 PLY) ALL NAILS 10d COt MON ('.) (SAUCE, .i4 13" DIAMETER) WITH 1--6/8" MINIMUM PENETRATION. SPACE AS SHOWN ki1-�a '.E :..0t4 INSPECTIONS ARE TO BF PER UBC SECTION 3()6 AND ARE TO BE BY AN INDEPENDENT TESTING LAB APPROVED PRI STARTING CONSTRUCTION BY THE BUILDING DEPT. AND THE ENGINEER. FOUNDATICN : INSPECT FOOTING EXCAVATIONS AND PROVIDE COMPACTION TESTS AS NOTED ABOVE. CONCRETE: TAKE CONCRETE CYLINDERS AS REQUIRED, VERIFY SLUMP AND STRENGTH. REINFORCING: VERIFY ALL._ REINFORCING IS PLACED IN ACCORDANCE WITH ' APPROVED PLANS. REQUIRED COVER, SIZE AND GRADE. f ALL rIELL) INSTALLATION OF CONC. ANCHORS IS TO BE IN ACCORDANCE WITH ICBO MD . TR TO SE CONTINUOUSLY INSPECTED, CONTRACTOR IS TO HAVE A COPY OF ICBO EVA..(.JATION REPORT 'OW S I T E FOR CONC. ANCHORS t1SED . CALL- BLDG. DEPT. AND ENGINEER FOR .NAILING REVIEW PRIOR TO ROOFING .OR COVERING WALLS. INSPECT ALL FIELD WELDING, VERIFY CERTIFICATION OF WE(,DERS. CONTRACTOR SHALL PAY FOR RE�WE1 DING AND REINSPCf•FXOH OF ALL- WELDS NOT MEETING SPECS. "INSPECTOR SHALL NOTIFY STRUCTURAL ENGINEER OF WELDS NOT MEETING SPECS. CONC . ANCHORS. ROOF & SHEAR WALLS: WELDING r P -BAWIN.3a5 ' SUBMIT 2 SETS OP PRINTS OF SHOP DRAWINGS AND I SET OF REPRODUCIBLE SEPIAS OF SHOP DRAWINGS TO ENGINEER FOR REVIEW AFTER CONINAC,OR f4AS REVIEWED 8 STAMPED FOR COMPLIANCE. AND PRIOR TO FABRICATION FOR GLU- LAMS, STRUCTURAL STEEL , MISCELLANEOUS STEEL• . REINFORCING STEEL AND TRUSSES. CONTRACTOR .SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADL QUA, E SHORING AND BRACING OF ALL STRUCTURAL-- mrmsens DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. WILLI4.I CEtAN SAL_AND a IRS(.:A� I-RADEa CONTRACTOR SHALL SUBMIT PLAINS SHOWING LOCATION, LOAD AND ANCHORAGE OF ALL HANGERS SUPPORTING ANY MECHANICAL, ELECTRICAL, PLUMBING OR SPRINKLER LOADS IN EXCESS OF 50 POUNDS. ROOF HOUNTEt) EQUIPMENT SHLALL. RE INCLUDED IN TNESf PLANS AND SHALL SNOW LOADS AND LOCATIONS. THESE: *ALL. BE SUBMITTED TO ENGINEERS NORTHWEST' FOR APPROVAL PRIOR TO INSTALLATION OF ANY OF THIS EQUIPMENT. RECEIVED CiTY OF TUKWILA ALFRED CROONQUIST C7D111EE UNION SOLFAIREI IL INt SEATTLE, WASHINGTON 638101 1 "r'c. 11 "..:.^...c:. J'S`;/ u . • • CHECK FOR .r DIVISION OCT 2 3.. lian PERMIT CENTER Vic+- • /. . Yet'! {��-��- : ` ••• N N `I".ND Iw•<,uI ua•w w v: a i U SHEET! OF z JOB NO 50400 I. 0 1 0' UTILITY EASEMEM7 SCALE: 1" = 20' 37.5' EX.CLrc 4 BAS/k/ TRIM= 8 "IE, I.I. 2.0.36 8 "lE. .,. = 2O.1o4 Pt20J? PAVEMENT PATCH PE.R CITY 5TANPAR1a3 ICot.r-a" CMI'Oo.87, EX CATCC,' P45/ti/ RIM 22.59 /2"! E. 55 =18.59 51,V=.• 18.27 15 LF •12 "CMP ®0.570 -- 1 EX. CATci1 1345Ia.l 6 I 1 / I 1- �- ECC 55 Ex. Gard! P>451IJ - I -� - EX. IO' UTILITIES E43EMEIJT (TYP) 55 r Or fo■o1111.rQUIPIaeMMOION■ - MATCH EXISTING ASPHALT ''NEW ISLAND ® ex. PAI.KIN L Cf32. - TYIPE I I8.5 (FIELD VERIFY CSI - 48' 7 YPE. IC RIM :23.5 I.S.= 18.7± FIELD VERIFY° OVc12Fl1 -)w = 2I. G in INSTALL NAI'4D1CA" RAMP PR CITY s-ros, T ex 1ST. I.E. = 21.20 CONNECT TO ems i7OWIJ5PoU`I'" ANC) ALUMINUM R OOF oe,od I D. ex. CArcI -I 8.ASI 1 RIM= Z2.34 la" 1E. AI. = 18.95 z3"/E.5. = 14.04 .6 C-'. = l4.IZ 10' UTILITY E AS S3 W CONSTRUCTION NOTES STORM LINE TN THIS AREA TO BE CONSTRUCTED DURING PRE- LOAD. REFER TO TEMPORARY EROSION AND SEDIMENTION CONTROL PLAN FOR CONSTRUCTION DETAILS. 2O. Fil.,l_. AGAINST FOUNDATION AS REQUIRED TO PROVIDE POSITIVE FLOW AWAY FROM BUILDING AND MAINTAIN 0.5 FOOT MINIMUM COVER OVER ROOF DRAIN. V AFTER REMOVAL OF PRELOAD, GRADING SHALL PROVIDE POSITIVE FLOW FROM BUILDING. V INSTALL CB QvER EXISTING 8 INCH ALUMINUM PIPE AS SHOWN. EXISTING PIPE BEYOND CONNECTION POINT SHALL BE PLUGGED AND ABANDONED TN PLACE. O . INSTALL CB OVER EXISTING 8 INCH PIPE. CB SHALL BE FITTED WITH OIL /WATER SEPARATOR (SEE DETAIL SHEET 2) REFER TO NOTE 6. 0 REPLACE 8 INCH PIPE BEYOND CB #1 WITH 12 INCH CMP TO EXISTING 12 INCH CMP CONNECTION. ADJUST EXISTING UTILITIES IN EASEMENT AS NECESSARY TO ACCOMMODATE LARGER PIPE DIAMETER. NOTE 0.67 FOOT MINIMUM COVER OVER STORM LINE. CONTRACTOR TO TAKE ADDED PRECAUTION TO ENSURE PROPER BEDDING COMPACTION UNDER DUCTILE IRON PIPE. TRENCH CONSTRUCTION SHALL BE PER W.S.D.O.T. STANDARD PLAN B -18C FOR BEDDING UNDER FLEXIBLE PIPE. >;. LOCATE UTILITIES WITHIN EXISTING EASEMENT. AD'TIJST ELEVATIONS REQUIRED PRIOR TO GRADING TO BASE COARSE. O MATCH EXISTING PAVEMENT. PATCH PAVEMENT AS REQUIRED PER CITY OF TUKWILA STANDARDS (SEE DFTATI. SHEET 2) . EXISTING ASPHALT TO BE REMOVED AND REGRADED AS SHOWN. INSTALL EXTRUDED CONCRETE CURB OVER EXISTING PAVEMENT. REMOVE ASPHALT FROM ISLAND INTERIORS FOR PLANTING. INSTALL CONTINUOUS CURB AND SIDEWALK PER ARCHITECTURAL PLANS. PATCH EXISTING PAVEMENT AS REQUIRED. //�� EXISTING DRIVEWAY Ae� .• r`frAIRED PER CITY STANDARDS / l4\ LANDSCAPE, PAVING AND ALL OTHER SITE IMPROVEMENTS TO REMAIN OUTSIDE OF THE RAILROAD EASEMENT. ANY "V" DITCH ADJACENT TO THE RAILROAD SHALL REMAIN UNDISTRURBED AND NOT BACKFILLED./1 PROVIDE CITY STANDARD CONCRETE APRONS AND CONTINUOUS CURB GUTTER FOR PROPOSED DRIVEWAYS. ANO EXISTING ORt\fE AYS, s" 12' 3011-ST USE. FIRELAUE --NEW CANE . PAD S EX. 8• AL €?. 0.89'0 r W.W. GRAINGER BUILDING EXPANSION SECTION 35 TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. ~ ECC SIMINIMIIIMMEPIEN=r s (MI . 3 !4\ ST �22° LF- CORRUGA7EC.� 55 T A RAILRaA.O RESERVATIOT.t EASEMENT E'A 1 "1 BU 1 LDl 1Jc FR FL. V 20.51 h� PLASTIC PIPE' 0.4 /i (Aos OR EQUAL) `� CONNECT IXJW1JSPOUT TO EX 151" I ti1c, (sEE AI•CI M_AJJS) LOWER. I.E.= Z_2.30 +2- Ep1I2ECT Ia -.17- AS 51-1OWN EXISTING BUILDING FIN FL 26.58 EXIST. 6" ALUMINUM ROOF - �_� D12AUN TO k3F_ REMOVED EXIST. I.E.= 2I.0i CONIJE.CT DOWNSPOUT TO a)L■STI1JG (BEE DE -TAIL At'2CH. PLA1QS) INSTALL 10 CONE . VVALI< e 2% SLOPE TO EXISTING CU!?S (TYP) - 510EWAL1< To 5E W ITHIN R.O.W. ,gri WEST OF EAST R.Ow. I-WE./q• 5 4. - OLYMPIC AVENUE SOUTH '.4 T 1.4 .k GlY.D. 2 ti ,I15 y8 " eooF t tp LOGAT 101J I. E. 2 2. DI.AILJ EX 53.'1t -I RIM = 22,.64• 8" IE. A.1. = 13.07 IE. 5ht. = 13.17 170W N5PplT7 ® Os I4" PROPOSED BUILDING EXPANSION FIN. FL. 26.58 r EXt5TtNCx POWER VAULT 7o RE MAI N \ DOWNSPOUT LOCATION \.E. =ZI.6 ti .6 Ex13T. EXISTING STRZE -sef LIGHT To 13E SY CONTRACOR (NEW LOCATION.) NOTE -� ICON T'RACToR IS WOTIFIE.D THAT THE i ti ' • � ti t EXISTING STREET LIGHT'S UNDERGRou14 _ POWER WILL Nt;O "TO BE RELOCATED 3 AND THE UNDERGROUND POWER AND IRRIGATION SYSTEM NEEDS - to SE PRO T'ECTEO. 5 8" ROOF DRAtk1 U•sq EXTEND BEYOND PVMT FOR. FUTURE, ExPAJ.i5I Ok1 GOUI•,IECTIONJ I.E. =21.TS ��. :: r ..7 :Y ..♦ � • a .. z.. > t ..., e;: ..,. , ✓ ,..., , �� C � !":. J ^ - r,'nr j . '. j'r t� , i ,. 1 .'ST ( III�l IIIIIIIIIIIlIfIIII��III�II11111I IIII� (ZII'�I! =(�tl�ll IIIl l�iil�lll�Cll�II���I (l!I'!I I!I I a I • II II JI I !IIit'lllllil1�1�1� (IIIi'iIiiIIlI1 IIIIIIIIIIIIl1I'II lII 8 9 10 11 III RNANT 12 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. O 16 THS INCH 1 2 3 / 5 6 ' 0e 6Z 8G Lz 9z 5Z bZ Ez Ze 1z OZ 61 13l Ll 9l GI 31 C1 21 Ilia I i{I I li� li I If!IIf ii illili !illln�� ItiII�IIi L!iil�i!L�Inali�il IiIl!I ±i !I I!I� ! !iIIlIi I►�nIIIiI�i!iillil� iIC!IiL! IiIII I!nIIIIIIIII!In!I l 41ii illll!! !!Ilni 1l 01. n1111111 !FtIIitI!J !I!IIIII 9 L 9 ww S h E Z t (.) !i 1lilii{IlI!Ii ni!IrIIIJI1IlnI.JI IJIIn1I!nI!I IIIn!IInII!!!IIII1IIn1 lii!II w • - a •,n,• e.elf .7 4, 1• N 1 B k LEGEND 22.4 0 - - - -55 0 EX t $n 1404 t JILDIke.,‘ INC PILL. L. = 2.(o .4o0 M I I''= 2G,4o' MOTE: DE5 t4 1 1 61- 10W,..I o .i TLIES E �L.L\h1g L 4 A.S 15A5ED UPC,IJ rUE 5t - re PLAIT T e,Ot.1LIDAR.y VERTICiaL DATUM 41.10 E %r.. UTILITY L.00•LS.TIO1..1 I t..IFORMATiclLl PROVIDED PAC - TeGi• -1 1!)Y ALFRED C I t a►t c.� I I'�'�C"T' _Prics� c `--\ tO -157 4 Io - Z4a9 y _---- LEGAL DESCRIPTION 1 WORKS Lot 6 together with the north 197.0.7 feet of Lot 7 of the Plat of Southccnte,r South Industrial Park as recorded in volume 97 of Plats, pages 22, 23, 24 and 25, re•oords of Kinc County, Washington. Situate in the County of King, State of Washington. 1t ; RENT INGTJf?C1l�_ -- - - _ -- i 25 wit, k"" IA • Ito VICINITY MAP h • F_X . CATG-t EX CO1JC . NAL EX . PowER VAULT . 'W1\TT R VAULT Et(. Sir ELEVA lO1J ESC . MLVJ 1-IOLE E . UTILITY LI tJE EX . C ROUIJ D Co L TCUR. Ex. =.ta. ESC. WaNTER VALVE E Y.. Do 1.Jb,.I 5 Foc.IT E . PAM 1,1CA EX. PIR.E PE PT. G ONI.IECTIOhI EX. SPOT; ELEVATION PROPOSED C ATCH BASIN DOWNSPOUT 4 8001= DRAIN AC 8" A OR EQUAL EXTR'UOED CCTh4•RETE CURB PROPO5ED ASPHAL1 DETAIL 5 . - PROPoSCD ASPHALT DETAIL A PROPOSED CONC -Tt APP" Ce,,o(fIJIVS 9400 t ci RECEIVED SEP 17 1990 67d SEP 1 f 3 47 w CC l'� 0 t tt J 4 c) Cl) 1 • kx Cla7c �1t BA`�t�tl girt 1Zd6P 6E _ 18.57 - 1� " ��,., yt�• t 18.a7 Tom.. - • !t. rte.. .. ..., :.K • _;_.. , l`.- i.'.4: i+i :. EX: carci -1 g5ri�l R/M Q 22.34 la.95 8 "iE 5. _ /464 611E: E G t4 .>z NOM: DRAIN .SHALL SE. TtGHTLtIVEU ARouND E$415 -ri l: 0,45 ME`rr 1Z AI40 STAIRS AS REQUIRED W1T14 0:41/4 MIN. SLOPE. MAINTAINED. ALL.. EX1'5TIFJ DQy.a45POu'r5 To SE eor iNE.CTEO To PROPoSEE) E 26.58 IJ�TE : 61"Ruei URA L: FILL. OvEi .. E. X...LWLS. - T IOW R.t:.X�1t.1IRE me. L1TS , &1.1D LOCAT'10■4 FOR > oC3 P.4G A.1 C OLU'M -t t4 5 L1A LIL. PER, 11 APRIL ., 1°180 CGEOTt.C..1.41.11CA.L REFRY L'tiY C t - ELIC.lt.IEER (4 =t1 4.iG1. I -loot -E OI) Asst TL.4E 6VRUcTURAL OR.A1"11•44.b 1+♦OR Tt-1E 1,4.W. G.RAnwC,ER.' Co, APPROVAL OF''TN'S < EROSION .4 51 - .D IMENTATION CONTROL PLAN ° BY 741E CITY Does . NOT ti NECES9AR GUARANTt =E SuB`3e.QUENT APPROVAL aY "THE CITY OF CrTH ER ' A5SoC :A PiRMITS REQU4fLE0 TO CONSTRLUC7r YNE PRoPos c Bu i t- 1 4G EX . CATe i4 &16I1J J1M 2'2.4 51 = 8 11 IE. . = ZD.ia4 1111111! 0 18TH9INCM 2 f. . .. t. l.,_. , [J:.:.:..r[t�... - - =•iij. .....x- ..l.�i- .v�.•': +. +. .i:aG. .. ... ... ..a.h - ..1 a.1�. OLYMPIC AVENUE SOUTH .rY f .s as t . ,.' ��r`.�°'�?` 5�u��•. z�.. �'. ti�3'. 3i�1�` n�,. i; �' ��> 3s.. s��ln� 'i';�Y.s.,- ./�'�#t�_%_3+tF:�3� .S <- �:'�x: • 1 E 23.4)4 . 1 ' tom,.1. = 13.07 8 "IE =13.17 1111111111 II I1IIIIIIIil1 ��,��� 11 1 III � 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. 0,5 LF SILTATION = .5% `) . %. FENCE, o 00 On ° . b oQ °C`O �1 JOo 8O O °9 �. 00 06yp, o Q p C. 0 0 .e C "' q 0 b o 4 e . cs u p 6 UA L') a ,9... -( a 6 o / 0b73' 8 O a o ° 43AF L 0 br 4 0 % •r ML' SWAL o . \ off (P,, o :.tCfs %' ;.:A�1�J.�SA3':•1 j`7� ?i'v�trrsls'i"`w, ''t"r.'i?: SOL TION PENCE ' y4` fi.'6uR�{ ;":t j� k•.vrCfe'3'/7F�'L�.• 7. :!!+•C�H 1f.Y'A1L4s�CbRt:..c7f' 1 11 111111111111111111111111f 9 10 11 Wan GERMAwv 12 0€ 6Z 8G LZ 9Z 5Z f1Z £Z ZZ LZ Oz 6L 8L LL 91 51 'L £L Zl LL 0L 6 8 L 9 5 +t C Z L owl 0 I!n!II III , anl! ii! Ii! iilini6IIII6i!ilii�!1!! IIiiiil►,i��i�!I!ii► !! I!!III!II! III I!I tiH4flI n ; I I I1 ,..., ! ; : , i li ��iiliiiili�iiliii!� nlI!!! i�! I.! I�iii�i! i�lii! i�iii! li n!! u! L!!!!!!! lu!!�Itnl!!!!li! Yt , r rf s 11F J i (5E 9, a ,.a nr .• X. r. evcr... �.M.....�.«:.,r.:er..d...•.•.+; xs SCALE: 7..0404: .ro•.t:,arrrr,..r -. 1 " w4 iacrrawas.ssa 20' as am aarioarmar I I---- t?_' our 1.13: F(RtLLA1JE CONNECT TO EXISTING / O''�owNSPouT 4 E)I ,iING Cd' DRAIN 1E 2 ?..2: 4 W.W. GRAINGER - :-UILDING EXANSION SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. amo L.: RAIL..ROQC) RESER.V flO.1 EASV.M &I.LT /. EXI5T11.1C., e,ut l_t�tt Pi RIM IE (SEE DE L SNT 23 +1 PROPOSED TYPE - SO •{. o. 20 LF- 4" CORRUGATED PLA•nc PIPE ea 0.5°4 ti � st04451101A•4$1N P19 'LANDSCAPE. `PAVING : A-Np ALL OT.HER SI'VE IMPROVEMENTS TO REMAIN l'$UTSIDE OF THE. RAILROAD,' EASEMENT. ANY "V" nArkeli AfJACENT TO THE RAILROAD SHALL RF*13ilN DNJ ISTRDABED AND NOT >BACK 'ILLED. .4 • "_"- ..r.,- .---- .- ..rte.. _ RADE SWALE AS RE QuIREO a. - • r FS CT A 4 1A � r. � 777 A ----' 315 t-F - TOP OV T'Ei�S 1/0 t4414.11/4 1144. 55' , 3o' t,u Ew 61'0L J c4E 1• I 1TOM Q EL[ V. 2.0 CARAVEL AP/L L.LAI4Y z5,5 DgTAIL 6i/7 .s, KENT:,. VICINITY MAP LEG 0 a 22.4 0 55 A -Z2 0 23.4 5tLTATIOI.1 P Et.LCl/•lG. EX l t..IL. !?7 ;L.01144 FtIJ. (`L. = a(o.(,o Y SEDtMEtirr Rs1.1.1) L 11 . 61 • 1111 1•11•14 7 01011111MOINIMINME•Mei 1, I "", 'L1o40' END INSTALL RIPRAP "V" DITCH FOR SLOPE STA131LI7_.AtION Y IA SW . lJRp 36 zi , f 1 , ' I C it `` A^ L1 s.. ±�nP i t 1' � Y?:� I7 _s j: .� .. EX . CATCL-4 E'4.511`1 Ex . COIiC. L•,lALlc E>(. POI4E.R VAULT' Ex . w■TER VAULT EX. 5PtSi ELEVATlO1J EX. MLVJt - TOLE Ex. UTIL1lY LI J E.X. GR,OL.1uD C:,C a.rfQJ Ex . F. I-4 . Ex. WATER VALVE- EX. DOi.41J5FOLiT E1C. PAW 11-1(.1 PROt'05ED 3P3T ELEY. HENTQN sT 1v S' , 0%6404 5L10104 i-i - 1 - 1-1,5_6E PLI 5 WA.5 e A_swD UPol..i TUT , 3 I T PL.ALJ ) Wou1JDAR.Y, \/ TICC\ DIJ.TUM AWE) e4. UTILITY LOG4.TIOkl 114POIRMAoT10t.J Pg0VI DED PAC - TEG1-1 e)•( ALFRED CROOI4c1 i! -r ARC, - 11'fE.GT:S tc) - t 57 4 10- vein . Imo - r u -ia 1.14.15ILITY FOR rr5 ACCLiR ' . DRA1n14-1am IJINNIEVE It A O11,.,14e.UT . 4140 A.COuR.A. C4 or •T11E, tl•I MAT1O11 CO3.'1"1"Atb.LE.D 0l.1 1143 Dr".A.141I.JG.'S. RECEIVED t� �ct:l CITY 01' •! LF': % U .A JUL 2 3 1990 JUL 2 3 139O PEi;MIT CENTER r LEGAL D` S p UBLICs IL T Lot G 'together with the north 197.0 feet of Lot 7 of the Plat of Southccnter South Industrial Park as recorded in voluble 97, of Plats, pages 22; 23, 24 and 25, records of Kin: County, Washington. Sit:jat -: in the Co.. of King, State of Washington. rrf l ' j.'', u* aL;': v. Yr'[. t.:✓:: 43ir+'. t}: iaF' r'." 5'! fs >75!..3'S:,':dYASTf�'•/.,ri�t.'t ..,f1C"r'wT'.` €3- v,;x• ,Y':<y J 0 V• 1' FREEBOARD ---X .' .rI��rj 1.1 . r.♦ • sir * �9. + i'_ - •• i;- L EI-= Z5.5 e' 3elh'ing Dei'M /, S' &glimmt amid EL.. 22.0 POND CROSS SECTION NO SCALE 1,5' SEDIMENY - Z' 5E4 TLNNG DEPTH I' DEPTH OF a: 4'' ROCK i" DEPTH OF 3/4" - i %z" WASHED GRAVEL A I' Pep) 2-'--4 1444. 2 1 YARD DRAIN DETAIL it LGpH'i V- I 4yave j Vole: May be 1000420 4yzava/lli or by bvildt” a bum eJ -re�oev .,o/%IcrlAy +„'�;:I.'� � + 'iii ' �`'•• V �`~-� �-� ,y.��" +,`i� -.`-' �� �r:a �� \ " - ma y `s .'+►''`'�; .�' " � ^. STORAGE GRAVEL SPILLWAY wrs OW ow (4 noel to ev4 / 41 1q 1 . Gq✓afidn \6e�- � •4.41 D r'r�u3 Vivo l; ller fbrii Fncifti Metal Frame & Grate Designed for use in a small catch basin wherever a light grate is needed. It is not intended for automobile traffic. Base Section. Four knock -out holes are provided on each side to accommodate 4" concrete sewer pipe. Reinforcing. None. STAPLES OR WIRE RING. (Ti(PICAL) FILTER FABRIC MATERIAL MIRAFI 100 X OR EQUAL 2 "x 4" DOUG. FIR AT 4' O.C. 2"x 2 ° x 14 GA. WELDED WIRE FABRIC OR EQUAL I I 04411 .,011111111 'OM: Mlles ,d...... .� YU. .... " p.. - ."u • .. Ii II 11 ( I I I I I J, I - 1 I II ;il (� 71 ;TI(> 11 ( llF�klr lti I , U i I FILTER FABRIC MATERIAL - 2"x 2 "x 14 GA. W.W. F. I I V2" WASHED ROCK ---� OR PEA GRAVEL. 6" x 6" TRENCH 2" EXCESS OVERLAP - TYPICAL CROSS SECTION 12" min. 4' - 8' Quarry Spells ELEVATION II II II II II • 6"x 6" TRENCH i MIN. w SILTATION FENCING DETAIL 5-1 11 . I( iias ‘t::: °:; f iii �iil♦� a • Lf . I , ie s l . v i #'• 1 101. R = 25' min. ..a 44 4,0 : 6 1, % ��I %Vb ilf.0 ? �/� 1BIm I � 4 t Provide Full Width of Ingress/Egress Area ROCK CONSTRUCTION ENTRANCE I.li -5 TEMPORARY SWALE DETAIL I.1T9. NOTES: 1. PLACE 1' OF 4 " -I -V2" WASHED ROCK OR PEA GRAVEL ON BOTH SIDES OF FENCE TO CREATE A BEVEL SHAPE. 2. FABRIC SHALL COVER BOTTOM OF 6" x 6" TRENCH AND EXTEND BEYOND THE LIMITS OF THE GRAVEL IN ORDER TD MAINTAIN AN EXCESS OVERLAP OF 2" MINIMUM AS SHOWN IN TYPICAL CROSS-SECTION. 2 DOUG. FIR OR EQUAL SV eS °� C'r 0 h'/// S.. 0/ %AS /�i7 PLAN NOTES: 1. CONTRACTOR SHAT,), FAMTLTARIZF, HIMSELF /HERSELF WITH THE SOTLS REPORT PREPARED BY GFO ENGINEERS FOR W.W. GRATNGER. CONTRACTOR SHALL, OVER EXCAVATE FOR FOOTINGS, AS REQUIRED PER SOILS REPORT. 2. THE CONTRACTOR SHALL RE RESPONSIBLE FOR KEEPTNG ADJACENT PROPERTTES AND ADJACENT STREET FREE OF DFRRTS AND DIRT. MAINTAIN ACCESS ON ADJACENT PROPERTTES AT ALL TTMFS. PRF -T') \D `iONTTORT \A TWTrF F\rIT WEFT: n1'RT \G THE FT VG PROCFSS. T'FFI:I l' AFTFR COMPLFTTO\ OF FIT I TVG. RFSI'1 TS ;;HAM. RE REPORTED TO THE CITY OF TI'KWTI \. 1 VII' TAI. rLFVATTo \S nF SETTIFMF \T PLATES BEFORE A \1• FILL IS PI ACED. CO \STRI'rTTO\ SEQUENCE 1. ATTEND PRE MEETING. 2. FI AG rI FARING LTMTTS. 3. T \'ST ■I L ROCK CONSTRUCTION ENTRANCE. •I. INSTAL! FILTER FARRTC FENCE. INSTALL PRELOAD MATERIAL. INSTALL DRAINAGE SWALFS AS I+f)R1; PROGREsSF:T. 6. ROUGH GRADE SITE. 7. T\ST \1:I. UTILITIES. R. INSINLL TEMPORARY SEDIMENT TRAPS AS STORM DRAIN CONSTR('CTTON PROGRESSES. 9, FT\AI, GRADE AND INSTALL PAVING. 10. HYDRr) EFD AND MULCH AIL DISTURBED AREAS NOT TO RFCF1VF I: \NhSCAPT \G. 1 I . FI1';;H ANn CLEAN STORM r1R: \TYAOF S1•STFIt- 1, ^ ^.. RF'4 AI I TF`IPOR \Rv FROSTr1\ rn\TROI. ITEMS f) \I 1' I+ HF\ FNTTRF MI TT' /nTSTl'RRFD ARFN :: \pr: ^TM TT T7Fn. EROSION /SEDIMENTATION CONTROL NOTES SHALT. RF r)RT\I'•rr) I. \PPROA'AL OF THIS EROSION SEDIMENTATION CONTROL. (ESC) Pl.AN DOES NOT cO \STTTI'TE AN APPRO VAL OF PERMANENT ROAD OR DRAI \'AGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, FTC.), 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE PER ` fTTTEE /CONTRACTOR UNTIL ALL CONSTRUCTION TS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LI'IITS SHOWN ON THIS PLAN SHALE BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE PERMITTEE /CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHORN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WTTH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STA \DARL)S . 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE rHE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE C'ONSTRTICTTTON PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED (E.G. ADDTTTO \'AI SUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.) AS NEEDED FOR I'NEXPECTFD STOR'I FVENTS. 6. THE ESC F.ACTLTTTFS SHALL BE. INSPECTED DAILY BY THE PER`IITTEE/ CONTRACTOR AND MAINTAINED AS NECES;:ARy TO ENSURE_ THEIR CONTINUED FUNCTIONING. 7. ANY ARFA NEEDING FSC MFASL'RF, NOT RFQUTR LNG IMMEDIATE ATTE\TI( :)X, SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS. R. THE ESC FACILITIES ON T \ACTTVF SITES SHALT. BE I NSPECTED . \\D MAINTAINED .A 'i.TNTMU'l OF ONCE A MONTH OR WTTHIN THE 3R HOI =r)i I OWT \G \ FV•FNT. AT NO TIME SHALT. MORE THAN ONE FOOT OF SEDIMENT B1 : \T iOI±ED To A('Ct'MILATF BE WITHIN A CATCH BASIN. ALL CATCH BASINS AND C'C) \VFYANCE: LINE SHALL BE CLEANED PRIOR TO PAV1N(;. THE c I r \X T \G OPERATION SHALL ,NOT' FLUSH SEDIMENT LADEN WATER F \ IO THE DOWNSTREAM SYSTEM. 10. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SH.A1.1- BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJFC'T. ADDITTON.AL IEASI'RIs MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT C1 F FOR THE DURATION OF THE PROJECT. 1 l . ANY PERMANENT RETENTION /DETENTION FACILITI' USED AS .A TEMPORARY SETTLING BASIN SHALL. BF MODIFIED WITH THE NECES..ARY EROSION CONTROL MEASURES AND SHALL PROVTDE ADEQUATE STORAGE CAPACITY. IF• THE PERMANENT FACILITY IS TO FUNCTION UI TINATFL'V AS AN INFILTRATION OR DISPERSION SYSTEM, THE FACILITY SHAlI NOT BE USED AS A TEMPORARY SETTIING BASIN. NO UNDERGROUND DETENTION TANK, DETENTION VAULT, OR SYSTEM WHICH BACKS UNDER INTO A POND SHALT, BE USED AS A TEMPORARY SETTLING BASIN. 12. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GFRMTNATING GRASSES SHALL, BE APPLIED AT AN APPROPRIATE RATE (E.G. ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY SO POUNDS PER ACRE). 13. 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MW' l et t. f 7t r i e r1114 : t. e69 ref 4#0 00■140 14 A — r °Remo 14 ¶0 Mraz. Extriger I/ I rrf/e,, PL-00<- <iv ("Z OI AA , PLoog_ fLAH T I" - 1 ij 1. - CeD 1 - _t=± PROJECT 140: 10 fweggsgadT Ar -4 0 4 2491 / 41 . 1 wit-KrAt11110(1 itaiMICAL, 4/0(-14 1 oec CITY OF TUKWILA APPROVED JAN." 1 1V1 BIJ LC? NG D VISION 140A.-Ri4H 1)64 pc.i4Frowoi-rr 644 t 2 IV 1 4 t • rt- welloWki or DAf1 4 p)211414.gg rer:‘, , E -(;.041WeT04 To vr-/zi r , FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of Wails dOe3 not authccize the violation of any ada cod or ordinance. Receipt of contract7r's copy of ai.droved Wens acknowledged. By Date Permit No (02* (ge? (f;W. tt foritg. + . riga% pple.14 Arai (.0NA/riot-JAL Act.o. 41) 4 iiee+11■4 AI* 621AAVO -KO( -W.e.-titerA44X- > 14.4oHe. leteAr1otee. op. e..447 itireziee-rAe-Le 14 1.( woos. 40rAgAlt: 44.424ter &r.9e. eAtr. op-rtalocie. 61g4t.ili • • • • • • • • , • P I) 1.9 4 1 HAvt. 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AP*2 I ON F 11 <_-- (*1.0 C44 ./AM04. ‘:• ) I - to Vec ITJHt L44 f 3 .4■••■•••••■••11 '6•13 fr.14-4 114-A.4.. rirt-' -41 . .••■■■.■■■.p <t- 4./14441% . 5m!-- gevp 041t$ -r-tswirotiez.e.v -:-/tAsp I 4 t-e-- 6 1.41-4 tr'g4- 41e-46 I.P.Pe-rerTIT..errerrre-••-•••."•••• REVISIONS; /A 19 ( 46 t'-0-4 Lo •1141c 1 \JA 10 'IL 400 kri 1°14-4 'bs , 4101 440- '(?ergiArr 41/4t.1-1,AH etw, 41LACC.-0\U44A.C, y efr i„.. i C-1t i&ck WLL, AK HOU t., 2 lwri I .1q;- 0,-64 ` etA/-A-i I i-41 01-11(11-f ‘fe.ikeita• 146•1 - E..3xr/AN,4:-'21 OH NALL 6 - 0 21 r 86.4 t )( tk.ittkINIf h11,491 t. > • i'• . 011 it-461.4LATL•1 r/Ft2e 1 (610air i"kr44441= 41-1-?u ti•21tNi r„LNA ot-14), LOHmft1iVtAL or. WW. GRAINGER ADDITIONS 1 ALTERATIONS 6CIUTHCEINTER Bn INDUSTRIAL PA TUKVVILA WASHINGT • AIMPOOMAINSIMINCIIIMMILINVe ALFRED CRCIONQUIST ARCHITECTS ONE UNION SQUARE BUILDING SUITE 3404 SEATTLE, WASHINGTON 98101 (20)882-290 PL • • • ^ • t Ac.$ • • 1